HomeMy WebLinkAbout15072311 7000 series SGDM 1 AM I RADE MIAMI—DADE COUNTY, FLORIDA
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
WinDoor, Incorporated
7500 Amsterdam drive
Orlando, Florida, 32832
SCOPE:
This NOA is being issued under the applicable piles and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has bean designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "7000" Aluminum Sliding Glass Door W/ WO Reinforcements — L.M.I.
APPROVAL DOCUMENT: Drawing No. 08-01663, titled "7000 HP Series LMI Reinforced & Non—
Reinforced", sheets 1 through 14 of 14, including sheets 2A and 2B, prepared by manufacturer, dated
07/03/12 and latest revision on 04/18/16, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant
LIMITATION:
1. See Design Pressure vs. Sizes, Reinforcement, and Sill adapter in sheet 2.
2. The approved configurations are 4 panels or less. See anchors requirements for two, three or four tracks
configurations in sheet 3. See glazing option in sheet 4.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other put -poses shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0820.09 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
NDA No. 15-0723.11
MIAMbDADE COUNTY Expiration Date: .lune 06 , 2018
Approval Date: May05,2016
Page 1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitter) under previous NOA No. 12-820.09)
2. Drawing No. 08-01663, titled "7000 HP Series LMI Reinforced & Non—Reinforced",
sheets 1 through 14 of 14, including sheets 2A and 2B, prepared by manufacturer,
dated 07/03/12 and latest revision on 04/18/16, signed and sealed by Luis R., P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of Aluminum Sliding Glass
with and without Reinforcements, prepared by National Certified Testing
Laboratories, Inc., Test Report No. NCTL-210-3779-1, dated 05/08/12 signed and
sealed by Gerald J, Ferrara, P.E.
(Submitted under previous NOA No. 12-820.09)
C. CALCULATIONS
1. Anchor verification calculations complying with FBC 511 Edition (2014), dated
07/10/15 with last revised on 04/04/16, prepared, signed and sealed by Luis R. Lomas,
P.E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc., for
"Kuraray Butacite ® PVB Glass Interlayer", expiring on 12/11/2016.
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 15-0723.11
Expiration Date: June 06 , 2018
Approval Date: May 05, 2016
E-1
WinDoor. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5" Edition (2014) and of no
financial interest, issued, prepared, signed, sealed and dated 06/08/15 by Luis R.
Lomas, P. E.
2. Laboratory compliance letter for Test Report No. NCTL-210-3779-1, issued by
National Certified Testing Laboratories, Inc., dated 05/08/12 signed and sealed by
Gerald J, Ferrara, P.E.
(Submitted under previous NOA No. 12-820.09)
G. OTHERS
1. Notice of Acceptance No. 12-0820.09, issued to WinDoor, Inc. for their Series "7000
Aluminum Sliding Glass Door w/ wo Reinforcements-L.M.I.", approved on 06/06/13
and expiring on 06/06/18.
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 15-0723.11
Expiration Date: June 06, 2018
Approval Date: May 05, 2016
E-2
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th. EDITION (2014) INCLUDING THE HVHZ.
2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY 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 COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD. 1X BUCK TO BE PROPERLY SECURED.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED 6063—T6 ALUMINUM.
6. UNITS MUST BE GLAZED AND COMPLY PER ASTM E1300-04/09, SEE SHEET 4 FOR
GLAZING OPTIONS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR ANCHORING INTO WOOD FRAMING OR (2) 2X BUCK USE #12 WOOD SCREWS (GRADE
5) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ELCO CRETE—FLEX TAPCONS ATT
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
11. ALL FASTENERS TO BE CORROSION RESISTANT.
12. 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 BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, NORMAL WEIGHT W/2KSI.
13. APPROVED CONFIGURATIONS (4 PANELS OR LESS) X. XX, OX, XO, XXX, OXO, XXO,
OXX, XXXX, OXXX, XXXO.
14. SGD TO COMPLY WITH FBC EGRESS REQUIREMENTS AS APPLICABLE.
REVISIONS
SIGNED: 04/18/2016
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DESCRIPTION
DATE
APPROVED
PD
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
ELEVATION
ADDED CHARTS
04/17/13
R.L.
SIGNED: 04/18/2016
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TABLE OF CONTENTS
DESCRIPTION
PRODUCT REVISED
as complying with the Florida
y
Building code
NOA-No. 15-0723.11
Expiration Date 06106/20118
By
75R0ANDO, D32832 E
W1ilDoor ORLANDO, FL 32832
INCORPORATED rm�am.
.osos www.windoorinc.com
r.zWrae1.OWS
SHEET NO.
1
GENERAL NOTES
2
ELEVATION
7000 HP SERIES LMI REINFORCED
& NON—REINFORCED
GENERAL NOTES
3
ANCHORING LAYOUT AND NOTES
4
BILL OF MATYERIALS AND GLAZING DETAILS
5 - 9
CROSS SECTIONS
Mla t -g a Product Control
(
O WN,
A.P.
pwo N0.
08-01663
REN
D
10 — 12
INSTALLATION DETAILS
SCALE NTS DATE 07/03/2012 SHEET 1 OF 14
FEE
13 - 14
(COMPONENTS
SIGNED: 04/18/2016
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9
M
FR
HIE
193 7/16° MAX FRAME WIDTH
FOR MASONRY/ CONC
REINFORCED UNITS
W1 SILL RISER ITEMS. 4, 5, 53,54& 64
DESIGN PRESSURE RATING
IMPACT RATING
41 3/8" D.L.O.
LARGE AND SMALL
MISSILE IMPACT
rDADDED
48" MAX
04/17/13
R.L.
NOMINAL PANEL - '{
A
I
WIDTH I
5
REINFO CEMENT
I
REINFORCEMENT
NON-REINFO
NON-REINDFO
NON -REIN O
C D
I
68
1 68
E8
88
II
I
I
I
F
MX
o
X I
��
X
x
96 1/16°
I
26 1
III
26
I
26
MAX B
PANEL
I
------
II
HEIGHT
81,
REI RC
REINFORC
REIN FIC
AX
G
N
AME
IGHT
I
40
°
III
II
II
I
I
MA
FOR MASONRY/ CONC
REINFORCED UNITS
W1 SILL RISER ITEMS. 4, 5, 53,54& 64
DESIGN PRESSURE RATING
IMPACT RATING
+80.0%90.0 PSF
LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4AND HVHZ
SEE CHART PAGE 2A FOR SMALLER UNITS RATINGS
FORMULAS FOR PANEL & D.L.O.:
PANEL HEIGHT = FRAME HEIGHT — 1 15/16"
D.L.O. HEIGHT = PANEL HEIGHT — 8"
D.L.O. WIDTH = PANEL WIDTH — 7 1/4"
REVISIONS
PANEL CONSTRUCTION:
PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—T6
ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE
HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH
CH
PANE HAVE AN INTERIOR I FIXED REW GLAZING�STOPEAND ALN
EXTERIOR APPLIED GLAZING STOP.
FRAME CONSTRUCTION:
EACH FRAME CORNER
SILL ARE SECURED TO
(2) AT EACH CORNER
CORNER ON 3 TRACK
4 TRACK FRAME.
W1 SILL FOJtH I I CMO- v 4 O, JL, JA, '+' � . — MISSILE LEVEL D, WIND ZONE 4 AND HVMZ
DESIGN PRESSURE RATING IMPACT RATING SEE CHART PAGE 2A FOR SMALLER UNITS RATINGS
+60.0%70.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
SEE CHART PAGE 2A FOR SMALLER UNITS RATINGS
PRODUCT REVISED
as complying with the Florida
Building Code
Now -No. 15-0723.11
Expiration Date 0 610 612 01 a
WinDoor
INCORPORATED
S NOTCHED AND BUTTED. HEAD AND
JAMBS WITH #7 x 1" TYPE F SCREW.
ON 2 TRACK FRAME, (3) AT EACH
FRAME AND (4) AT EACH CORNER ON
) INSTALLATION
NON -REINFORCED UNITS
W1 SILL RISER ITEMS;_3 4 5 52 53 54 W & 64
DESIGN PRESSURE RATING IMPACT RATING
t47.4PSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
SEE CHART PAGE 2A FOR SMALLER UNITS RATINGS
7500 AMSTERDAM DRIVE
ORLANDO, PL 32832
Ph° .Q7.481.8400
Ys4 ASUW5 WNW.wmdoorin1G r11
7000 HP SERIES LMI REINFORCED
& NON -REINFORCED
ELEVATION
DRAWN: OWG NO.
A.P. 08-01663
SCALE NTS DATE 07/03/2012 sNEET2 OF 14
111
SIGNED: 04/18/2016
EN3
DESCRIPTION
DATE
APPROVED
rDADDED
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
CHARTS
07/08/15
R.L.
PANEL CONSTRUCTION:
PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—T6
ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE
HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH
CH
PANE HAVE AN INTERIOR I FIXED REW GLAZING�STOPEAND ALN
EXTERIOR APPLIED GLAZING STOP.
FRAME CONSTRUCTION:
EACH FRAME CORNER
SILL ARE SECURED TO
(2) AT EACH CORNER
CORNER ON 3 TRACK
4 TRACK FRAME.
W1 SILL FOJtH I I CMO- v 4 O, JL, JA, '+' � . — MISSILE LEVEL D, WIND ZONE 4 AND HVMZ
DESIGN PRESSURE RATING IMPACT RATING SEE CHART PAGE 2A FOR SMALLER UNITS RATINGS
+60.0%70.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
SEE CHART PAGE 2A FOR SMALLER UNITS RATINGS
PRODUCT REVISED
as complying with the Florida
Building Code
Now -No. 15-0723.11
Expiration Date 0 610 612 01 a
WinDoor
INCORPORATED
S NOTCHED AND BUTTED. HEAD AND
JAMBS WITH #7 x 1" TYPE F SCREW.
ON 2 TRACK FRAME, (3) AT EACH
FRAME AND (4) AT EACH CORNER ON
) INSTALLATION
NON -REINFORCED UNITS
W1 SILL RISER ITEMS;_3 4 5 52 53 54 W & 64
DESIGN PRESSURE RATING IMPACT RATING
t47.4PSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
SEE CHART PAGE 2A FOR SMALLER UNITS RATINGS
7500 AMSTERDAM DRIVE
ORLANDO, PL 32832
Ph° .Q7.481.8400
Ys4 ASUW5 WNW.wmdoorin1G r11
7000 HP SERIES LMI REINFORCED
& NON -REINFORCED
ELEVATION
DRAWN: OWG NO.
A.P. 08-01663
SCALE NTS DATE 07/03/2012 sNEET2 OF 14
111
SIGNED: 04/18/2016
EN3
CHART #1
CHART #2
DESCRIPNON
DATE
Serlea 7000tP SGDNon-Reinforced
rDADDED
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
For unitalndalled In roncrefdmasonrystructure Wdll riser Items 3, 4, 6,54 53,
54,63 d64
07/08/15
1 R.L.
30.0 36.0 42.0
Dealgn premure cepaelty chart (050
48.0
(In)
Frame
Nag
I Pas I Neg Poa Neg IPoa
Fraena Pensl Wl dlh (in)
Pas INeg
80.0
Height
24.0
80.0 90.0 1 80.0 90.0 80.0
30.0 X0 42.0
80.0
46.0
114.0
(in)
Pas
Neg
Poa Neg Poe Neg Pos I
Neg
Pos I
Neg
60.0
60.0
90.0
60.0 90.0 60.0 90.0 60.0
90.0
60.0
85.8
84.0
60.0
80.0
60.0 00.0 60.0 90.0 60.0
90.0
60.0
81.7
96.0
1 60.0
90.0
fi0.0 90.0 60.0 90.0 60.0
61.7
60.0
71.5
98.0
80.0
90.0
60.0 90.0 60.0 90.0 80.0 -
80.0
60.0
70.0
CHART #2
REVISIONS
DESCRIPNON
DATE
Serlas 7000NP ou Non -Reinforced
rDADDED
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
For units lode/led In wood sfrucfura w/sill riser Items 3,4 5, 52, 53, 54, 63
d64
07/08/15
1 R.L.
30.0 36.0 42.0
Design premu,e capacity ehart (p so
48.0
(In)
Frame
Nag
I Pas I Neg Poa Neg IPoa
Frame Panel Width (In)
Pas INeg
80.0
Height
24.0
80.0 90.0 1 80.0 90.0 80.0
30.0 36.0 42,0
80.0
48.0
114.0
(In)
Pos
Neg
Poa Neg I Pos Nag Pos
Neg
Pos
Neg
B0.0
60.0
90.0
80.0 86.3 60.0 1 76.4 60.0
67.8
80.0
62.8
84.0
60.0
90.0
80.0 81.3 60.0 70.8 60,0
83.6
58.4
58.4
96.0
60.0
83.4
60.0 69.2 69.9 59.9 63.4
53.4
48.7
48.7
96.0 1
60.0 I
81.5
60.0 67.5 58.4 68.4 52.0
52.0
47.4
47.4
REVISIONS
CHART #4
DESCRIPNON
DATE
APPROVED
rDADDED
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
CHARTS
07/08/15
1 R.L.
CHART #4
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series MUM aw m,m,ull""
For units Installed In concretdmesonryatructure w'alll riser Items 4, 5, 53, 546 64
Design pressure capacity chart (Pall
Series 7000FP SGD Reinforced
Frame Panel Width (In)
For units Installed In wood structure w'alll riser Items 4, 5, 53, 54 B 64
Frame
Height
24.0
30.0 36.0 42.0
48.0
(In)
Pos
Nag
I Pas I Neg Poa Neg IPoa
Neg
Pas INeg
80.0
60.0
90.0
80.0 90.0 1 80.0 90.0 80.0
90.0
80.0
90.0
114.0
BOA
90.0
80.0 uu.0 80.0 90.0 802
90.0
80.0
90.0
88.0
80.0
90.0
80.0 90.0 B0.0 80.0 B0.0
90.0
80.0
90.0
98.0
80.0
90.0
80.0 90.0 B0.0 g0.0 - 80.0
90.0
80.0
80.0
ruePTA.g
y� 7500 AMSTERDAM DRIVE+
PRODUCT REVISED �11� OOx ORLANDO, FL 32B32
Pl.as complying with the Florida INCORPORATED F.407..481. B90°
Building Code F. 401.49I.o505 aww.orindoorirtc.wm
NDA -No. 15-0723.11 7000 HP SERIES LMI REINFORCED
Expiration Date 06/06/2018 & NON -REINFORCED
ELEVATION
By
Miami-�Foduct [A.P.
AWN: DWG N0, REV
08-01663 D
ALE NTS DATE 07/03/2012 SHEET ZA OF 14
SIGNED: 04/18/2016
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Series 7000FP SGD Reinforced
For units Installed In wood structure w'alll riser Items 4, 5, 53, 54 B 64
Design pramure capacity chart (Pd)
Frame Panel Width (I n)
Frame
Height
24.0
30.0 36.0 42.0
48.0
(In)
Poa Neg Pos Neg Poa
Neg
Pos
Neg
80.0
80.0 86.3 75.4 76.4 67.9
67.9
62.6
62.6
84.0
MPWNeg
80.0 81.3 70.8 70.8 63.6
63.6
58.4
596.0
69.2 692 59.9 59.9 53.4
53.4
48.7
488.0
87.5 67.5 58.4 58A 52.0
52.0
47.4
47.4
y� 7500 AMSTERDAM DRIVE+
PRODUCT REVISED �11� OOx ORLANDO, FL 32B32
Pl.as complying with the Florida INCORPORATED F.407..481. B90°
Building Code F. 401.49I.o505 aww.orindoorirtc.wm
NDA -No. 15-0723.11 7000 HP SERIES LMI REINFORCED
Expiration Date 06/06/2018 & NON -REINFORCED
ELEVATION
By
Miami-�Foduct [A.P.
AWN: DWG N0, REV
08-01663 D
ALE NTS DATE 07/03/2012 SHEET ZA OF 14
SIGNED: 04/18/2016
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I7B
B
8
I9B
EXTERIOR
HORIZONTAL CROSS SECTION
2 TRACK NON -REINFORCED
EXTERIOR
HORIZONTAL CROSS SECTION
2 TRACK REINFORCED
EXTERIOR
HORIZONTAL CROSS SECTION
3 TRACK NON -REINFORCED
EXTERIOR
HORIZONTAL CROSS SECTION
3 TRACK REINFORCED
2..
.� 3 9/16" `-
O2T SILL PAN 2 1/2" RISER
6063-T6 ALUMINUM .075" THICK
a -4—A—r 2„
2 1
h_5 1/2"-1
52 3T SILL PAN 2 1/2" RISER
6063-T6 ALUMINUM.075" THICK
2 1 /2"
�.— 7 15/32" ---{
4T SILL PAN 2 1/2" RISER
63 6063-T6ALUMINUM.075"THICK
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L.
D ADDED CHARTS 1 07/08/15 R.L.
3 1/8"
3 9/16"
O2T SILL PAN 3 1/8" RISER
6063-T6 ALUMINUM .075" THICK
a__�A3 1/8"
__1
I
4 _ 5 1/2" __-
53 3TSILL PAN 3 1/8" RISER
6063-T6 ALUMINUM .075" THICK
3 1/8"
I�
�.— 7 15/32" --i
s4 4T SILL PAN 3 1/8" RISER
6063-T6 ALUMINUM .075° THICK
PRODUCT REVISED
as complying with the Florida
Building Code
NDA -No. 15-0723.11
EXDlration Date 06/0612018
OPTIONAL SILL RISERS
SEE DP RATINGS IN SHEET 2
WinDoor
INCORPORATED
O2T SILL PAN 4 1/4" RISER
6063•T6 ALUMINUM .075" THICK
t!,4A4 1/4"
__1
i _ 5 1/2" --I
54 3T L PAN 4 1/4" RISER
6_0606A LUMINUM .075" THICK
75DD AMSTERDAM DRIVE
ORLANDO, FL 32832
Ph""e40'lASIMW
F� 407Ael.0505 ww iadoodnc.wm
7000 HP SERIES LMI REINFORCED
& NON -REINFORCED
ELEVATION
D�IyN; Dwc No.
A.P. 08-01663
SCALE NTS DATE 07/03/2012S"EET, OF 14
0
SIGNED: 04/18/2016
NOMINAL SEE CLUSTER DETAIL
PANEL WIDTH BELOW
18" 18" 18 18
MAX 15„ MAX 1S„ MAX MAX 6" MAX
6" MAX MAX MAX
I r
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Nm
6 1/2" „
MAX
6 1/2" MAX \i/
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PER LOCATION AT HEAD,
4 PANELS UNIT SHOWN, APPLICABLE TO ALL 4 PANELS OR LESS SILL & JAMBS
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ONDITION
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1 3/8" (SILL)
MIN SEPARATION °
EXTERIOR
CLUSTER DETAIL (HEAD / SILL)
3 -TRACK SYSTEM
2 TRACK
REINFORCED AND NON -REINFORCED
HEAD & SILL (ANCHORAGE IN EXTERIOR TRACKS)
3 7/8" (HEAD)
3 5/16" (SILL)
MIN SEPARATION
PRODUCT REVISED
as comolvina with the FI
15-0723.11
,n Date 06106/2018
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L.
D ADDED CHARTS 07/08/15. R.L.
1 15/16" RACK 3 7/8" 3i TR 15 13/16" 4TRACK
i�
MIN. MAX. MAX.
1 3/8" 3 5/16 5 1/4
MAX. MAX.
MIN. ANCHORAGE LOCATIONS NON -REINFORCED AND
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DETAILS SEE SHEETS 10 - 12)
4 TRACK
I 3 TRACK
2 TRACK J— 5 13/16" MAX.
1 15/16 MIN.{ 3 7/B" Ix
�—
ANCHORAGE LOCATIONS NON -REINFORCED AND
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SEE SHEETS 10 - 12)
VERTICAL
CONDITION
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3" MAX. 3" MAX.
3" MAX. 3" MAX. 5 13/16" (HEAD)
r5 1/4" (SILL)
MIN SEPARATION
EXTERIOR
CLUSTER DETAIL (HEAD/SILL)
4-TRACKSYSTEM SIGNED: 04/18/2016
Map
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30,0
36.0
42.0
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H&S
Jamb
Astragal Astragal
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Astragal
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Astragal
Cluster
(in)
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Cluster Cluster
80.0
1
5
4
1
5
4 2 5 4
2
5
1 4
2
2
5
6
4
4
84.0
1
8
4
1
6
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2
2
6
6
4
4
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96.0
1
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4
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6
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7
4
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4
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7
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4
�ERTICAL
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1 3/8" (SILL)
MIN SEPARATION °
EXTERIOR
CLUSTER DETAIL (HEAD / SILL)
3 -TRACK SYSTEM
2 TRACK
REINFORCED AND NON -REINFORCED
HEAD & SILL (ANCHORAGE IN EXTERIOR TRACKS)
3 7/8" (HEAD)
3 5/16" (SILL)
MIN SEPARATION
PRODUCT REVISED
as comolvina with the FI
15-0723.11
,n Date 06106/2018
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L.
D ADDED CHARTS 07/08/15. R.L.
1 15/16" RACK 3 7/8" 3i TR 15 13/16" 4TRACK
i�
MIN. MAX. MAX.
1 3/8" 3 5/16 5 1/4
MAX. MAX.
MIN. ANCHORAGE LOCATIONS NON -REINFORCED AND
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DETAILS SEE SHEETS 10 - 12)
4 TRACK
I 3 TRACK
2 TRACK J— 5 13/16" MAX.
1 15/16 MIN.{ 3 7/B" Ix
�—
ANCHORAGE LOCATIONS NON -REINFORCED AND
REINFORCED AT JAMBS. (FOR FURTHER DETAILS
SEE SHEETS 10 - 12)
VERTICAL
CONDITION
(LOCK STILE/INTERLOCK)
3" MAX. 3" MAX.
3" MAX. 3" MAX. 5 13/16" (HEAD)
r5 1/4" (SILL)
MIN SEPARATION
EXTERIOR
CLUSTER DETAIL (HEAD/SILL)
4-TRACKSYSTEM SIGNED: 04/18/2016
Map
..SII IIL7..
WinD o o r ORLANDO, FL 32832"' �`\��N � ". L ref!
II.1CoxroxP.TEn Fk=407ABIA400
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ANCHORING LAYOUT AND NOTES
DmWN; DWG NO.
REV �i°�s F�0 k1D #N
A.P. 08-01663 D %s�0NAi11
SCALE NTS DATE 07/03/2012 3 OF 14
1/4" MAX
AIR GAP3/4" O.A.
1 /8" HS
.090" PVB BY KURARAY
3/16" TEMP 1/8" HS
REVISIONS
REV
DESCRIPTION
DATE
APPROVED
C
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
D
ADDED .CHARTS
07/08/15
R.L.
48 ALUMINUM SPACER
SYSTEM
FRAME JAMB
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.090" PVB BY KURARAY
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INTERIOR
n
GLAZING B 61
Z CLIP
37
1 �
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SIGNED: 04/18/2016
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ORO, �AMnluvs
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Building Code 7000 HP SERIES LMI REINFORCEDRAPrOPP064t4
rloa-No. 15 0723.11 & NON—REINFORCED' ti
Expiration Date 0610612018 BILL OF MATERIALS AND GLAZING DETAILS .:.*Jf 8'
BY DRAWN: DWG N0. ���•, I�i�,\
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REVISIONS
REy DESCRIPTION DATE
�—C REVISED APPROVED CONFIGURATIONS 04/17/13
UADDED CHARTS - - 104/17/13
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A VERTICAL CROSS SECTION
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as complying with the Florida
Building code 7000 HP SERIES LMI REINFORCED
NOA-No. ' 15-0723.11 & NON -REINFORCED
Expiration Date 06106120`18 CROSS SECTIONS
FOR ILLUSTRATION ONLY By � DRAWN: DWC NO. REQ
FOR INSTALLATION SEE DETAILS Miami i Product Control A P 08-01663 D
IN SHEETS 10 THROUGH 12 SCALE NTS I
DATE 07/03/2012 ISHEET5 OF 14
APPROVED
R.L.
R.L.
SIGNED: 04/18/2016
IN s«9ei�
FIXED PANEL
B JAMB
6 SEE SHEET 4 FOR
Z CLIP (ITEM 23)
ATTACHMENT
DETAIL
RLMSIONS
REV
DESCRIPTION
DATE
APPROVED
C
REVISED. APPROVED CONFIGURATIONS
04/17/13
R.L.
O
ADDED CHARTS
07/08/15
R.L.
INTERIOR
FIXED PANEL
�V INTERLOCK
HORIZONTAL CROSS SECTION.
2 TRACK NON -REINFORCED
FOR ILLUSTRATION ONLY
FOR INSTALLATION SEE DETAILS
IN SHEETS 10 THROUGH 12
F M6 LOCK STILES
P6 INTERLOCK
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6 JAMB
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Expiration Date 0 610 61201 8 CROSS SECTIONS
I DWG NO. Ri
A. P. I 08-01663 1 D
SCALE NTS DATE 07/03/2012 SHEET6 OF 14
SIGNED: 04/18/2016
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REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L.
INTERIOR D ADDED CHARTS 07/08/15 R.L.
eB FIXED PANEL G FIXED PANEL
JAMB e7 INTERLOCK
SEE SHEET 4 FOR
Z CLIP (ITEM 23)
ATTACHMENT
DETAIL
HORIZONTAL CROSS SECTION
2 TRACK REINFORCED
FOR ILLUSTRATION ONLY
FOR INSTALLATION SEE DETAILS
IN SHEETS 10 THROUGH 12
7
LOCK STILES -
-- J
j INTERLOCK
F INTERLOCK
7 JAMB
7500 AMSTERDAM DRIVE
W1ilDoor ORLANDO,iTf.32832
PRODUCT REVISED INCORPORATED r�og04 wwwsutindoorinacom
as complying with the Florida
Building code 7000 HP SERIES LMI REINFORCED
Non -No. 15-0723.11 & NON -REINFORCED
Expiration Date 0610612018 CROSS SECTIONS
By I nPA". FDWG NO. RI
A. P. I 08-01663 D
scAEE NTS 11111TE 07/03/2012 sHEET7 OF 14
SIGNED: 04/18/2016
RE`ASIONS
REV
DESCRIPTION
DATE
APPROVED
C
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
D
ADDED CHARTS
07/08/15
R.L.
I(
e8FIXED PANEL
JAMB
SEE SHEET4 FOR
Z CLIP (ITEM 23)
ATTACHMENT
DETAIL
M8FIXED PANEL
INTERLOCK
HORIZONTAL CROSS SECTION
3 TRACK NON -REINFORCED
UNITS MAYBE INSTALLED WITHOUT SCREEN
FOR ILLUSTRATION ONLY
FOR INSTALLATION SEE DETAILS
IN SHEETS 10 THROUGH 12
7500 AMSTERDAM DRIVE
PRODUCT REVISED WinDoor ORLANDO, FL 32832
FM. mr.ut.840D
as complying with the Florida INCORPORATED F. 407ASI.0505 m .vAndoorinc.com
Building Code
NOA-No. 15-0723.11 7000 HP SERIES LMI REINFORCED
Expiration ate 08/0812018 &CROSS NON -RS CTIIONS EINFORCED
A.P. I 08-01663 D
SCALE NTS DATE 07/03/2012 SHEETB OF 14
SIGNED: 04/18/2016
`�v r rEN
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REVISIONS
REV
DESCRIPTION
DATE
APPROVED
C
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
D
ADDED CHARTS
07/08/15
R.L.
PLOCK STILES
9
m
FIXED PANEL
B JAMB
9 SEE SHEET 4 FOR
Z CLIP (ITEM 23)
ATTACHMENT
DETAIL
e9FIXED PANEL
INTERLOCK
HORIZONTAL CROSS SECTION
3 TRACK REINFORCED
UNITS MAYBE INSTALLED WITHOUT SCREEN
FOR ILLUSTRATION ONLY
FOR INSTALLATION SEE DETAILS
IN SHEETS 10 THROUGH 12
1� 9J JAMB
SIGNED: 04/18/2016
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w1111J��r ORLANDO, FL 32832
ICT REVISED INCORPORATED Pb vc4P�ABf'
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Code 7000 HP SERIES LMI REINFORCED
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m Date 0610612018 CROSS SECTIONS
DRAWN: OWC NO. REN
Product Control A P 08-01663 D
SCALE NTS DATE 07/03/2012 ISHEErg OF 14
N`
S
Il
I
2 1/2" MIN,
EDGE DIST.
MASONRY/CONCRETE
BY OTHERS
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AND SEALANT
BY OTHERS
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CRETE -FLEX
TAPCON
EXTERIOR
1 15/16° MAX (2 TRACK)
3 7/8" MAX (3 TRACK)
5 13/16" MAX (4 TRACK)
1 1/4" MIN.
° . EMBED.
Q
' a
1/4" MAX.
F SHIM SPACE
1X NON-STRUCTURAL
BUCK BY OTHERS, 1X
TO BE PROPERLY
SECURED
INTERIOR
FASTENER HEADS
MUST BE COVERED
WITH APPROVED
SEALANT BY OTHERS
SILL MUST BY 1/4" ELCO
CRETE -FLEX TAPCON
SET IN FULL BED OF
APPROVED SEALANT
OR NON -SHRINK 1/4" MAX
GROUT BY OTHERS SHIM SPACE
1 1/4" MIN. "
EMBED.
d.
A a c d
d,. d
I 1 3/8" MAX (2 TRACK)
'1 2 1/2" MIN. 3 5/16" MAX (3 TRACK)
EDGE DIST. 5 1/4" MAX (4 TRACK)
2 TRACK VERTICAL SECTION
MASONRYICONCRETE INSTALLATION
2 TRACK SHOWN 3 & 4 TRACK SIMILAR
SEEANCHOR LAYOUT SHEET3
1 1/4" MIN.
EMBED.
2 1/2"MIN. v' a
EDGE DIST.
> a
1 15/16" MAX (2 TRACK)
3 7/8° MAX (3 TRACK) ".°
5 13/16" - 7
MAX (4 TRACK)
v
REVISIONS
DESCRIPTION
DATE
APPROVED
rDADDED
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
CHARTS
07/08/15
R.L.
SEALANT BY OTHERS
MASONRY/CONCRETE
1X NON-STRUCTURAL
BY OTHERS
BUCK BY OTHERS, 1X
TO BE PROPERLY
SECURED
2 TRACK FRAME JAMB
A
2TRACK SHOWN 3 & 4 TRACK SIMILAR
SEE ANCHOR LAYOUT SHEET
BACKER ROD
AND SEALANT
BY OTHERS
1/4" ELCO
CRETE -FLEX
TAPCON
EXTERIOR
1 15/16° MAX (2 TRACK)
3 7/8" MAX (3 TRACK)
5 13/16" MAX (4 TRACK)
1 1/4" MIN.
° . EMBED.
Q
' a
1/4" MAX.
F SHIM SPACE
1X NON-STRUCTURAL
BUCK BY OTHERS, 1X
TO BE PROPERLY
SECURED
INTERIOR
FASTENER HEADS
MUST BE COVERED
WITH APPROVED
SEALANT BY OTHERS
SILL MUST BY 1/4" ELCO
CRETE -FLEX TAPCON
SET IN FULL BED OF
APPROVED SEALANT
OR NON -SHRINK 1/4" MAX
GROUT BY OTHERS SHIM SPACE
1 1/4" MIN. "
EMBED.
d.
A a c d
d,. d
I 1 3/8" MAX (2 TRACK)
'1 2 1/2" MIN. 3 5/16" MAX (3 TRACK)
EDGE DIST. 5 1/4" MAX (4 TRACK)
2 TRACK VERTICAL SECTION
MASONRYICONCRETE INSTALLATION
2 TRACK SHOWN 3 & 4 TRACK SIMILAR
SEEANCHOR LAYOUT SHEET3
1 1/4" MIN.
EMBED.
2 1/2"MIN. v' a
EDGE DIST.
> a
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3 7/8° MAX (3 TRACK) ".°
5 13/16" - 7
MAX (4 TRACK)
v
REVISIONS
1/4" MAX.
SHIM SPACE
INTERIOR
FASTENER HEADS
MUST BE COVERED
WITH APPROVED
I SEALANT BY OTHERS
DESCRIPTION
DATE
APPROVED
rDADDED
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
CHARTS
07/08/15
R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
FASTENER HEADS
MUST BE COVERED
WITH APPROVED
I SEALANT BY OTHERS
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
7500 AMSTERDAM DRIVE
LA
o or ORLANDO, FL 32832
LATED F.n ASUW5 �, indootinc.wm
PRODUCT REVISED
as complying with the Florida0 HP SERIES LMI REINFORCED
Building Code &NQN-REINFORCED
NOA-No. 15-0723.11INSTALLATION DETAILS
Expiration Date 0610612018
DWG NO. REV
By 08-01663 D
Miami-D�t Product ControlDATE 07/03/2012 SHEEP 10 OF 14
SIGNED: 04/18/2016
� it
1/4" ELCO
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CRETE -FLEX
r
TAPCON
" EXTERIOR
a
BACKER ROD AND
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TO BE PROPERLY
SECURED
2 TRACK FRAME JAMB
1X BUCK TO MASONRY/CONCRETE INSTALLATION,
2TRACK SHOWN 3 & 4 TRACK SIMILAR
SEE ANCHOR LAYOUT SHEET
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
7500 AMSTERDAM DRIVE
LA
o or ORLANDO, FL 32832
LATED F.n ASUW5 �, indootinc.wm
PRODUCT REVISED
as complying with the Florida0 HP SERIES LMI REINFORCED
Building Code &NQN-REINFORCED
NOA-No. 15-0723.11INSTALLATION DETAILS
Expiration Date 0610612018
DWG NO. REV
By 08-01663 D
Miami-D�t Product ControlDATE 07/03/2012 SHEEP 10 OF 14
SIGNED: 04/18/2016
7/8" MIN EDGE 1 15/16 MAX (2 TRACK) 7/8" MIN EDGE
�-----{ 3 7/8" MAX (3 TRACK) �'{ DISTANCE
DISTANCE I I5 13/16" MAX (4 TRACK)I I
(2) 2X BUCK/WOOD FRAME
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
#1:
WOOD SCREN
BACKER ROD
& SEALANT
BY OTHERS
FASTENER HEADS
MUST BE COVERED
WITH APPROVED
SEALANT BY OTHERS
SILL MUST BY
SET IN FULL BED OF
APPROVED SEALANT
OR NON—SHRINK
GROUT BY OTHERS
7/8" MIN
EDGE DISTANCE
EX I EHIUH
REVISIONS
REV
DESCRIPTION
DATE
APPROVED
C
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
D
ADDED CHARTS
07/08/15
R.L.
AIN. (2) 2X BUCK/WOOD FRAME
:NT BY OTHERS, 2X BUCK TO
#12 BE PROPERLY SECURED
WOOD SCREW
1/4" MAX.
IAX SHIM SPACE
'ACE
7/8" MIN FASTENER HEADS MUST
EDGE DISTANCE BE COVERED WITH APPROVED
SEALANT BY OTHERS
INTERIOR
1 15/16 MAX (2 TRACK)
3 7/8" MAX (3 TRACK)
5 13/16" MAX (4 TRACK)
lOR
EXTERIOR
7/8" MIN
EDGE DISTANCE
#12 WOOD
SCREW
r1/4" MAX SHIM SPACE
_F_j
1 5/8„
MIN. EMBEDMENT
1 3/8" MAX (2 TRACK)
3 5/16" MAX (3 TRACK)
5 1/4" MAX (4 TRACK)
3 TRACK VERTICAL SECTION
2X BUCKIWOOD FRAME INSTALLATION
3 TRACK SHOWN 2 & 4 TRACK SIMILAR
SEEANCHOR LAYOUT SHEET3
1 5/8" MIN.
EMBEDMENT
BACKER ROD
& SEALANT
BY OTHERS
3 TRACK FRAME JAMB
2X BUCK/WOOD FRAME INSTALLATION
3 TRACK SHOWN 2 & 4 TRACK SIMILAR
SEE ANCHOR LAYOUT SHEET 3
PRODUCT REVISED
as complying with the Florida
Building Code
NCIA-No. 155-0723.11
Expiration Date 06/06/2018
By
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
7500 AMSTERDAM DRIVE
Wi11DOOr ORLANDO, FL 32832
INCORPORATED nc407e1812400
F.07.481. 5 www.windoorincxom
7000 HP SERIES LMI REINFORCED
& NON—REINFORCED
INSTALLATION DETAILS
DRAWN: DWG NO. REV
A.P. 1 08-01663 D
SCALE NTS DATE 07/03/2012 1SHEET 11 OF 14
SIGNED: 04/18/2016
ATE OF Y`.
1 15/16" MAX (2 TRACK) 7/8" MIN
7/8" MIN ���..�_ ...{{{ 3 7/8" MAX (3 TRACK)
EDGE DISTANCE I 15 13/16" MAX (4 TRACK) EDGE DISTANCE
WOOD BACKED 2TUD ��
MIN. STEEL STUD � 5/8,
MIN.
BY OTHERS EMBEDMENT
BACKER ROD &
APPROVED SEALANT
BY OTHERS
FASTENER HEADS
MUST BE COVERED
WITH APPROVED
SEALANT BY OTHERS
SILL MUST BY
SET IN FULL BED OF
APPROVED SEALANT
OR NON—SHRINK
GROUT BY OTHERS
7/8" MIN
EDGE DISTANCE
MAX.
SPACE
#12
WOOD SCREW
CREW J�
7/8" MIN
EDGE DISTANCE
#12 WOOD
SCREW
1/4" MAX
SHIM SPACE
77
1 5/8.,
MIN EMBEDMENT
1 3/8" MAX (2 TRACK)
3 5/16" MAX (3 TRACK)
5 1/4" MAX (4 TRACK)
3 TRACK VERTICAL SECTION
WOOD BACKED 20GA. STEEL STUD INSTALLATION
3 TRACK SHOWN 2 & 4 TRACK SIMILAR
SEEANCHORLAYOUTSHEET3
1 15/16" MAX (2 TRACK)'
3 7/8" MAX (3 TRACK)
5 13/16" MAX (4 TRACK) \
7/8" MIN
EDGE DISTANCE _
REVISIONS
REV
DESCRIPTION
DATE
APPROVED
C
REVISED APPROVED CONFIGURATIONS
04/17/13
R.L.
D
ADDED CHARTS
07/08/15
R.L.
1 5/8" MIN.
EMBED.
1/4" MAX.
SHIM SPACE
FASTENER HEADS MUST
BE COVERED WITH
APPROVED SEALANT
BY OTHERS
INTERIOR
EXTERIOR
BACKER ROD & J
APPROVED SEALANT
BY OTHERS 3 TRACK FRAME JAMB
WOOD BACKED 20GA. STEEL STUD INSTALLATION
3 TRACK SHOWN 2 & 4 TRACK SIMILAR
SEE ANCHOR LAYOUTSHEET 3
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
WinDoor
REVISED INCORPORATED
FI Id
7500 AMSTERDAM DRIVE
ORLANDO, FL 32832
P6o"c 4P/A 9400
lz=40.4911&5 www.w dooiia4 wm
rymg with the or a
Code 7000 HP SERIES LMI REINFORCED
15-0723.11 & NON—REINFORCED
m Date 06/0612018 INSTALLATION DETAILS
DRAWN: DWG NO.
roduct control A.P. 08-01663
SCALE NTS I DATE 07/03/2012 1 SHEET 12 OF 14
0
SIGNED: 04/18/2016
�oy8j28t�t'
2.015"
J_
1.25" -f -----I
3.74" T
3.58"
2T FRAME HEAD 06063-T6 2T FRAME JAMB
6063-T6ALUMINUM.095"THICK ALUMINUM.095"THICK
3.47"
r-
.825"
I
2T SILL INSERT
06063-T6 ALUMINUM .075' THICK
.61
.24-'
2 5"
.68
�--- 3.58" -I
O 2T SILL PAN 2 1/2" RISER
6063-T6 ALUMINUM .075' THICK
.68
T�_- 3.58" --
O 2T SILL PAN 3 1/8" RISER
6063-T6 ALUMINUM .075" THICK
3
79"
TRACK COVER
06063-T6ALUMINUM.045"THICK O RECESSED JAMB COVER n JAMB COVER
6063-T6ALUMINUM.050"THICK 063-T6ALUMINUM.045"THICK
1
1.312"
1 4.,
LOCK/PLAIN STILE
13 6063-T6ALUMINUM. 070' THICK
O TOP & BOTTOM RAIL
12 6063-T6ALUMINUM.070"THICK
4.. _ J
ri
3.5"
1.715" -�
17 LOCKING BUTT STILE
6063-T6 ALUMINUM .070" THICK
1.312"
11.852"
4°
14 INTERLOCK STILE LEFT
6063-T6 ALUMINUM .070" THICK
2.115" -1
3.25"
3.75" -{
t s INTERIOR FIXED BUTT STILE
6063-T6 ALUMINUM .070" THICK
@INTERLOCK COVER
60
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED '
C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L.
D ADDED CHART 07/08/15 R.L.
1.836" -i
.16"
� u
1 D PANEL STOP SILL COVER
6063-T6 ALUMINUM .050" THICK
1.85
i 2°
nr� I
I--- 4"
15 INTERLOCK STILE RIGHT
6063-T6 ALUMINUM .070" THICK
4.25"
68"
-- 3.58"
O2T SILL PAN 4 1/4" RISER
6063-T6 ALUMINUM.075-THICK
1.836" -{
I
1.71I1"
J�
1 t PANEL STOP HEAD COVER
6063-T6 ALUMINUM .050" THICK
i--- 3.652" ---1
16 MALE BUTT STILE
6063-T6 ALUMINUM .070' THICK
7500 AMS'I'RRDAhi DRIVE
WinD o or ORLANDO, FL 32832
INCORPORATED Fborc.407.4e1A400
LODUCT REVISED F®407.48IA505 waw.w doorinumm
complying with the Florida
lding Code 7000 HP SERIES LMI REINFORCED
A -No. 15-0723.11 & NON -REINFORCED
Aration Date 06/0612018 COMPONENTS
DRAWN: DWG NO. REV
imi-9 a Product Control A P 08-01663 D
SCALE NTS DATE 07/03/2012 1SHEET 13 OF 14
SIGNED: 04/18/2016
,$+yR'I I1/C91f�7�
N.
AT
--{ 1.13"
T__K1.82" ❑ .200"
REINFORCING BAR
20 6005-T5 ALUMINUM .200" THICK
1.25" — i —�
5.52'
� - 1.175" 1
.55"" L==A.29"
21
9/16" GLASS STOP
6063-T6 ALUMINUM.055"THICK
1.7"
j J-- 1.175"' I 1
.5"
.14.. 3.9..
3/4" GLASS STOP Z CLIP
22 6063-T6ALUMINUM.055"THICK 23 6063 T6ALUMINUM
.050" THICK
i
I i-— 5.52" - -I
53 3T SILL PAN 3 1/8" RISER
6063-T6 ALUMINUM .075" THICK
3T FRAME JAMB
51 6063-T6 ALUMINUM .095" THICK
7 5/8"
�I I
2 1I/16"
J�
4T FRAME HEAD
62 6063-T6ALUMINUM.095"THICK
7 3/8"
13/16"
13/32"
4T SILL INSERT
65 6063-T6ALUMINUM.095"THICK
1/4"
7 15/
Is
F.
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED APPROVED CONFIGURATIONS 04/17/13 R.L.
D I ADDED CHARTS 1 07/08/15 R.L.
50
3T FRAME HEAD
6063-T6 ALUMINUM .095" THICK
11
%_Yj
54 3T SILL: PAN 4 1/4" RISER
6063-T6 LUNNUM.075"THICK
4.25
7 15/32
11
2 1/2„
A
t 4T SILL PAN 2 1/2" RISER
63 6063-T6 ALUMINUM .075" THICK
4T FRAME JAMB
@6063
IPRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0723.11
_T
2.5"
1
5.52"
52 3T SILL PAN 2 1/2" RISER
6063-T6 ALUMINUM .075" THICK
5.41"
.825"I
I
3T SILL INSERT
55 6063-T6ALUMINUM.0751THICK
WinDoor
INCORPORATED
64 4T SILL PAN 3 1/8" RISER
O 6063-T6ALUM INUM.075"THICK
7500 AMSTERDAM DRIVE
ORLANDO, FL 32832
��ASWW
F. W.01.0505 www.windootinc. m
7000 HP SERIES LMI REINFORCED
& NON -REINFORCED
COMPONENTS
DRAWN: DWG NO. REV
A.P. 1 08-01663 1 D
NTS I DATE 07/03/2012 1 SHEET 14 OF 14
SIGNED: 04/18/2016
0