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Product Approval Menu > Product or AOolitation Search > Anolication Ust> Application
FL #
Application Type
Code Version
Application Status
Comments
Archived
SCANNED
BY
St. Lucie County
ST LUCIE COUNW'
BUILDING DIVISIO
Uetall Elf lE're2 3
FL11991-R7
EDATE
WED By O5?PLIA
Affirmation 1-26-10
2017 PLANS AND PER IT
Approved"STBE KEPT ON JOB OR
INSPECTION WILL BE MADE
-71
Product Manufacturer Windoor Incorporated
Address/Phone/Email 7500 Amsterdam Dr.THESE PLANS AND ALL PROPOSED WORK
Orlando, FL 32832
(407) 481-8400 ARE SUfiJECT'i 0 AN[Y CORRECTIONS
vvalentin@windoorinREMIRED 13Y FIELD INON-CT0f18 THAT
Authorized Signature Volker Valentin MAYBE NECESSAU INORDER TO
vvalentin@windoorl0gdPLy WITH ALL /VR'FLIOML�; o DESt
Technical Representative
Fred Higgins
Address/Phone/Email
7500 Amsterdam Drive
Orlando, FL 32832
(407)4B1-B4°°
fhigg Ins@windoorl nc.400ALED FASTENERS OR ATTACHMENTS
ARE THE RESPONS1810Y OF THE
Quality Assurance Representative
Address/Phone/Email
CONTRACTOR OF RECORD
Category Exterior Doors
Subcategory Sliding 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 R. Lomas, P. E.
Evaluation Report
Florida License
PE-62514
Quality Assurance Entity
-
Quality Assurance Contract Expiration Date
08/01/2023
Validated By
Steven M. Urich, PE
❑ Validation Checklist - Hardcopy Received
Certificate of Independence
FL11991 R7 COI FLCOI odf
Referenced Standard and Year (of Standard)
Standard
year
AAMA/WDMA/CSA
101/I.S.2/A440
2005
TAS 201-94
1994
TAS 202-94
1994
TAS 203-94
1994
Equivalence of Product Standards
Certified By
FILE
Sections from the Code
https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 1 /26/2018
Florida Building Code Online_
Page 2 of 3
Wj 1 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 Ayes C'No CN/A
FL11991 R7 CDC FL11991-R7 COMP.ndf
Product Approval Method Method 1 Option D
Date Submitted 11/16/2017
Date Validated 11/16/2017
Date Pending FBC Approval ,
Date Approved 11/18/2017
Summary of Products
FL #
Model, Number or Name
Description
11991.1
7000 Series Large Missile Impact
7000 Series SGD Large Missile Impact TO x 8'2 Panels
SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11991 R7 II 08-00637C.odf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, P.E. 62514
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO INSTALLATION INSTRUCTIONS FOR
FL11991 R7 AE 14091610.Ddf
DESIGN PRESSURE RATINGS
FL11991 R7 AE 14091611.0dF
AE 511059C
FL11991 R7 .odf
Created by Independent Third Party: Yes
11 99 1. 2
7000 Series Non -Impact SGD
7000 Series SGD Non -Impact 5'0 x 8'2 Panels
Limits -of Use,
Installation Instructions
Approved for use in HVHZ: Yes
FL11991 R7 II 08-00634C.odf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, P.E. 62514
Impact Resistant: No
Created by Independent Third Party: Yes
-DesignlPressure: N/A
Evaluation Reports
-Otheri'REFER TO INSTALLATION INSTRUCTIONS FOR
FL11991 R7 AE 511055C.Ddf
DESIGN PRESSURE RATINGS
Created by Independent Third Party: Yes
11991.3
7000HP SERIES LARGE MISSILE
7000HP SERIES LARGE MISSILE IMPACT SGD
IMPACT SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11991 R7 11 08-01603A .odf
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
FL11991 R7 AE 14091610.2df
DESIGN PRESSURE RATINGS
FU1991 R7 AE 512260A .odf
Created by Independent Third Party: Yes
MPAC-I
1 Go,
, R[E5]`N6N=IM - SGDTAWr4t 1JM REINFO. C
�EE-ll`1EOR6E
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11991 R7 11 08-01769A.Ddf
Approved for use outside WHIZ: Yes
Verified By: Luis R. Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO INSTALLATION INSTRUCTIONS FOR
FL11991 R7 AE 512452A.Ddf
DESIGN PRESSURE RATINGS
Created by Independent Third Party: Yes
Back Neat
Contact Ls :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-467-1824
The State 6f Florida is an WEED employer. roovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibti� :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response M a public -records request, do not send
electronic mall to this entity. Instead, contact the once by phone or by traditional mall. If you have any questions, please contact 850.07.1395. -pursuant to
Section 455.275(1), Hands Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address If
Nay have one. The emails provided may be used for official communication with Me licensee. However small addresses are public record. If you do not wish to
supply a personal address, please provide Me Department with an email address which can be made available to the public To determine if you are a Ilcensee under
Chapter 455, F.S., please click brie.
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opOD... 1 /26/2018
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE 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.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" DOOR UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. DOOR UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. 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.
7. BUCKS SHALL EXTEND BEYOND DOOR INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6.
12. UNITS MUST BE GLAZED PER ASTM-E1300-04/09, SEE SHEET 14 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
IS. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" ELCO CRETE—FLEX
TAPCONS 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.
1 I NOTES
FINSONS
REV OESCR�TION M1E MPROWD
C REVISED PER NEW REQUIREMENTS 10/]6/16 1 R.L
16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. 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 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
19. APPROVED CONFIGURATIONS: 2 TRACK, 3 TRACK, 4 TRACK WITH OR WITHOUT POCKETS.
POCKETS MAY BE INTERIOR OR EXTERIOR.
TABLE OF CONTENTS
DESCRIPTION
2
ELEVATION AND CHARTS
3
ANCHORING LAYOUT
4
BILL OF MATERIALS
5-8
CROSS SECTIONS
9-11
INSTALLATION DETAILS
12-13 1 COMPONENTS
14 GLAZING DETAILS
PANEL CONSTRUCTION:
ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—T6 ALUMINUM.
THE VERTICAL STILES ARE NOTCHED TO RECEIVE THE HORIZONTAL RAILS.
EACH RAIL IS SECURED TO STILES WITH (3) #10 z 1 1/4' SQ. DRIVE
SCREW AT EACH END, B.O.M. ITEM #47. ALL PANELS HAVE A FIXED
GLAZING STOP ON THE INTERIOR AND AN APPLIED GLAZING STOP ON THE
EXTERIOR.
FRAME CONSTRUCTION:
EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE
SECURED TO JAMBS WITH #7 n 1" TYPE F SCREW, B.O.M. ITEM #48. (2)
AT EACH CORNER ON 2 TRACK FRAME, (3) AT EACH CORNER ON 3
TRACK FRAME AND (4) AT EACH CORNER ON 4 TRACK FRAME.
750D AMS7ERDAM DRIVE
WinDoor ORLANDO,FL32832
INCORPOEA'SE . 1-.1. w vwdooen
7000 SERIES NON —IMPACT REINFORCED
& NON —REINFORCED (5-0 X B'2 PANEL)
NOTES
DM NO,
08-00fi34
NTS 1D^ 12/04/08 1 s1E01 OF 14
SIGNED: 10262016
Luis R. Lomas P.E.
FL No.: 62514
96 3/16' AI I I
PANEL X X
HEIGH
354 1/2" MAX. O.A. TESTED WIDTH
r61 1/4' MAX.
PANEL WIDTH
%
x
x
RMOM
ftEV DESCRIPTION
C I REVISED PER NEW REQUIREMENTS
53 3/8'
1AX. D.LO
IIDTH TYP.
88
MAX. X.
D.L.O.
HEIGHT HTTYP. gg'
P MAX % .
O.A.
HEIGHT
6' TO 7000 SERIES NON -IMPACT SGD
WEEP EXTERIOR VIEW
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED
CONFIGURATIONS IS APPLICABLEAS LONG AS INDIVIDUAL PANEL SIZE DOES NOT
EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
WEEP SLOT 1' a .1875" REINFORCED NON REINFORCED
TYP. LOCATED AT ALL VERTICAL CENTER LINES DESIGN PRESSURERATING IMPACT RATNG DES/GNPRESSUAE RATING IMPACT RATING
160.0PSF NONE 345.OPSF NONE
FORAODMONAL SIZES SEE CHART#I FOR ADDITIONAL SIZESSEE CHARTA2
cuevrwr rvnucnvccm
Maximum design pn=ue IpsO
Ponal
Pwal WION n
Height
240
I
20A
.160
120
IB.O
51A
W.0
0.)
P.
Nw
Pw
Nap
Pw Neg
Pee Noy
Pw
Hey
Poa
Hey
Pes
N
W.0
7£0
W.0
75A
W.0
75.0 W.0
7£0 1 W.0
I ]5A
W.0
79.0
£5A
7£0
1 81.8
8la
7£0
W.0
75.0
1 W.0
1 15.0 1 ME,
75.0 1 W.0
1 75.0
1 85.0
1 75D
79A
75.0
1 75.0
am!
76.0
W.0
75.0W.0
75.0 a12
7£0 71.T
MU
NA
55.]
05.7
01.0
61.5
0..0
1£0
W.0
75.0
1 W.0
I6.0 I W.0
]b.0 ]£T
WA
899
WA
I W.9 I
W.0
I W.0
rAARTAP INON-RFINF]IRGFDI
Maxmum design pressum capacity
Panel
Panel W14N1 n
Height
260
1 30.0
Ofl0
1 420
Ia0
SLO
00.0
(I.)
Pas
Nap
PPf
Nag
Pw Nag
Poe Nag
Pw
Ne(1
Pw
Np
Poa
Nog
Us
WA
1 eTS
1 W.0 I
W.5
WA e].5
W. m.5
B0.0
0T.5
WA
1 812
60.0
012
"a
00.0
B].5
W.0
B).S
WA 81.5
W.0 07.5
WA
"a
WA
59.0
5A1
Sill
WA
W.0
B).5
WA
0)b
W.0 85A
W.3 W.3
W.1
W.1
"a
49.3
deA
dW
MA
W.0
mS
60.0 1
mA
W.0 I WA
I WA W.0
51.71
51.7
1 473
d].8
d5.0
45A'
7500 AMSTERDAM DRIVE
WinDoor ORLANDO. FL 32032
INCORPORATED r. `imwviae'uN srma-.aiMwrmcmm
7000 SERIES NON -IMPACT REINFORCED
& NON -REINFORCED (5'O X B'2 PANEL)
ELEVATION AND CHART
Dwa D" No. RLv
TJH 08-OD634 C
scuE NTS - 12/04/08 r91EO2 OF 14
LROBERTOLOMASPE
1I32 WOOONRO RB LEWISVnLENC2m9
d30d80A603 RwrasGtlmmasreaan
DNTE I M om
26/16 JR.L.
SIGNED. 1012612016
Luis R. Lomas P.E.
FL No.: 62514
24" MAX
24MAX O.0
6
6" MAX
6" MAX \
L_ H&S
21 3/6" Fyn ANCHORS
MAX O.C.
m
N
0
m
I
6" MAX
24- MAX O.C.
24' MAX
24" MAX O.C.
--- --- 24" MAX O.C. 1 1 6" MAX
6" MAX
o ANCHORS ANCHORS z o ANCHORS
CLUSTER o -I CLUSTER w CLUSTER m 18" MAX
2 ANCHORS t- ANCHORS of ANCHORS O.C.
m z
j O UD O
U
z y
n > >m o
_ x
ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS
e PANF1 UNIi6YOWM APPLIfAPtE10ALL
CQVFIGURA11pNS USPq SWENKNMCCU51EflAN➢PATIFAN
VERTICAL
CONDITION
1 1/2' MIN.
1 1/2' MIN.
3" MIN. 3" MIN,
1 3/6" MIN.
SEPARATION
ANCHOR CLUSTERDO-AIL
TYP.2TRACK 3TRACKAND47RACK
NOMREINFORCED AND REINFORCED AT HEAD &
SILL (ANCHORAGE IN EXTERIOR TRACKS)
Chm1 a A
Number of anchor locadoaa requlmd at hookship
1 enchorperloradon
SilplDentl VA4N n)
240
310 MO
42o MO
640
W..0
I
5
5 5
66
6
6
5
5 5
6 6
6
6
5
6 6
5 0
6
6
68.0
6
I 8 1 6
6 1 6
6
6
RflM1SION$
pEYRiP110N MTE I APPROVED
REVISED PER NEW RECUIREMEMS 10/26/16 1 R.L
1 15/16" 2 TRACK 3 7/6" 3 TRACKS 73/16" 4 TRACK
MIN. ~ MAX. MAX. +�
II
1 MN. I I 3 MAX.
I
16" 5� 4• I I
ANCHORAGE LOCATIONS NON-REUVFTO�RC"EII RAND REINFORCED ��AT Hll EAO AND SILL
(FOR FURTHER DETAILS SEE SHEETS9 -11)
4 TRACK
3 TRACK
2�TRACK 3 7/8-
/ � 5 13/1� X.
1 15/1�6MIN.{ T—
ANCHORAGE LOCATONS NON -REINFORCED AND REINFORCED AT JAMSS
(FOR FURTHER DETAILS SEE SHEETS 9.11)
POCKET
ANCHORAGE LOCATIONS NON -REINFORCED AND REINFORCED AT HOCK STRI P
(FOR FURTHER DETAILS SEE SHEETS 9-11)
SIGNED: 102612016
75DO AM$TEFLDAM DRIVE
WinDoor
ORLANDO. FL 32632
�N\
INCORPORATED ��.mui°� mmmMeicdwmcmm
`may
7000 SERIES NON —IMPACT REINFORCED
=*�
& NON —REINFORCED (5.0 X 6'2 PANEL)
ANCHORING LAYOUT
�75
08-00634
14
Luis R. Lomas P.E.
FL No.: 62514
NO.
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
1
FS-D4522
2T FRAME HEAD
KEYMARK
ALUMINUM 6063-T6
2
FS-G4531
27 FRAME JAMB
KEYMARK
ALUMINUM 6063-T6
3
FS-04525
2T SILL PAN W/2 1/2' RISER
KEYMARK
ALUMINUM 6063-T6
4
FS-04526
2T SILL PAN W13 1/8' RISER
KEYMARK
ALUMINUM 6063-T6
5
FS-04529
2T FRAME SILL PAN INSERT
KEYMARK
ALUMINUM 6063-T6
6
FS-04511
3T FRAME HEAD
KEYMARK
ALUMINUM 6063-76
7
FS-0451D
3T FRAME JAMB
KEYMARK
ALUMINUM 6063-T6
8
FS-04506
3T SILL PAN W/2 1/2' RISER
KEYMARK
ALUMINUM 6053-T6
9
FS-D4507
3T SILL PAN W/3 I/8' RISER
KEYMIRK
ALUMINUM 6063-76
10
FS-0450B
3T FEMME SILL PAN INSERT
KEYMARK
ALUMINUM 6063-TS
11
FS-D4523
4T FRAME HEAD
KEYMARK
ALUMINUM 6063-T6
12
FS-D4532
47 FRAME JAMB
KEYMARK
ALUMINUM 6053-Tfi
13
FS-04527
4T SILL PAN W/2 1/2' RISER
KEYMARK
ALUMINUM 6063-T6
14
FS-04528
47 SILL PAN W/3 1/8' RISER
REYMANN
ALUMINUM 6063-T6
15
FS-0433D
4T FRAME SILL PAN INSERT
KEYMARK
ALUMINUM 6063-T6
16
FS-G4313
FRAME HEAD TRACK COVER
KEYMARK
ALUMINUM 6063-T6
17
FS-04501
RECESSED JAMB TRACK COVER
KEYMARK
ALUMINUM 6063-T6
18
FS-04509
FLUSH JAMB COVER
KEYMARK
ALUMINUM 6063-76
19
FS-03684
HOOK STRIP BASE
KCWK
ALUMINUM 6063-76
20
FS-04476
HOOK STRIP WALL COVER
KEYMARK
ALUMINUM 506}76
21
FS-04477
HOOK STRIP WALL MOUNT
KEYMARK
ALUMINUM 6D63-T6
22
FS-04535
PANEL STOP SILL COVER
KEWRK
ALUMINUM 6063-76
23
FS-04332
PANEL STOP HEAD COVER
KEYMARK
ALUMINUM 6D63-T6
24
FS-04651
TOP AND BOTTOM RAIL
KEYMARK
ALUMINUM 6063-76
25
FS-04327
PANEL LOCK/PLAIN STILE
KEYMARK
ALUMINUM 6063-T6
26
FS-04516
PANEL INTERLOCK STILE LEFT
KEYMARK
ALUMINUM 6063-T6
27
FS-04515
PANEL INTERLOCK STILE RIGHT
KEYMARK
ALUMINUM 6063-T6
28
FS-04789
MALE BUTT SOLE
KEYMARK
ALUMINUM 6063-76
29
FS-0479D
LOCKING BUR STILE
KEYMARK
ALUMINUM 6063-76
30
FS-04505
INTERIOR FIXED BUTT SIRE
KEYMARK
ALUMINUM 5063-TS
31
FS-04504
EKIERIOR FIXED BUR STILE
KEYMARK
ALUMINUM 6063-T6
32
FS-04503
INTERLOCK REINFORCING BAR
KEYMARK
ALUMINUM 6DG3-T6
33
FS-04312
BUR STIIF/NTERLOCK COVER
KEYM4RK
ALUMINUM 6063-16
34
FS-04534
1/4' GLASS STOP
KEYMARK
ALUMINUM 6063-T6
35
FS-04524
3/4' GLASS STOP
KEYMARK
ALUMINUM 6063-T6
36
50DO SS FOR
TANDEM ROLLER SS
37
2186MI-IRA
TRADITIONAL INTERNAL HANDLE
38
2186M1-DM
TRADITIONAL EXTERIOR RANDLE
39
7014 SS OLPA
DUAL POINT MORTISE LOCK SET
40
OW11023BOR75037
RUBBER PANEL BUMPER
41
V-NT TP B76
NIERLOCL BUMPER
RflLSION6
REV I OESOmP00N MTC 1 M v Av
C I REVISED PER NEW REOUIREMENTS 10/26,116 1 R.L.
PARTS LIST
NO.
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
43
PJS-7623-09-SN
SCREEN ROLLER
SULLIVAN
44
GLAZING, SEE SHT. 4 FOR DETAILS
ALUMINUM 6063-T6
45
18 x 1/4' PH TYPE F SCREW
STAINLESS STEEL
46
1B x 3/4' PH TEN SCREW
41D STAINLESS
47
110 x 1 1/4' SO. DRIVE SCREW
18-8 STARLESS
48
17 x 1' PH TYP F SCREW
STAINLES STEEL
49
110 x 1' PH TEK SCREW
ALUMINUM 6063-T6
50
1
1 11D CUT THREAD WOOD SCREW
51
3/16' 70EN TTN MASONRY SCREW
SIMPSON STRONG TIE
CARBON STAINLESS
52
FH-02300
WS SCREEN BOTTOM RAIL
KEYMARK
ALUMINUM 6D63-T6
53
FN-02300
WS SCREEN TOP RAIL
KEVMARK
ALUMNUM 063-T6
54
GS-VN-07A
3/16' GLASS STOP VINYL
VINYL
55
GS-VN-OEA
1/4' GLASS STOP VINYL
VINYL
56
GS-VN-OSA
3/4' GLASS STOP MNYL & FIXED
VINYL
57
FH-02395
WS SCREEN STILE
KEYMARK
ALUMINUM 60634e
58
W332217K0000
.220' FIN WEAIHERSTRIP
59
1 W234017KOOD0
.400' FIN WEATHERSIRIP
60
W333517K0000
.350' FIN WEATHERSTRIP
61
GLASS SETTING BLOCK
62
SIKAFAST 552
GLAZING COMPOUND
SIKA CORP.
POLYUREIRAIE
63
SILICONE CAULK
PECORA
SILICONE
64
WEEP C07ER/GATE
65
18 x 3/8' PH TYPE F SCREW
STAINLESS STEEL
66
18 x 3/4' PH TEK SCREW
STAINLESS STEEL
57
FS-02209
WS SCREEN SWEEP
KEYMARK
ALUMINUM 6063-T6
68 ISG02DO
SCREEN HANDLE & LOCK
SULNAN
69
FIBERGLSS SCEEN 4ESH
FlBERGVSS
70
SCREEN SPUNE
7500 AMU TERDA.M DRIVE
W' oor ORLND0,17L32832
INCORPORA=13 r¢urrx�eiurio mmm,viadooun<.xam
7000 SERIES NON -IMPACT REINFORCED
& NON -REINFORCED (5'0 % B'2 PANEL)
BILL OF MATERIALS
MWN: IXYG NO, REV
JH 08-00634 C
NITS O'TE 12/04/08 1sNEET4 OF 14
LROSERTOLOMASP.E
1442 N90OFORO RO LEY/ISVILLE NCZRI2J
aT4e66asas m4mattaaw,amamm
SIGNED.' 102612016 1
Luis R. Lomas P.E.
FL No.: 62514
SEE
SHT.
INTEROOI
SEE
SHT.
VERTICAL CROSS SECTION A
2TRACKFRAME SYSTEM
VERTICAL CROSS SECTION B
3TR4CKFR4MESYSTEM
SCREEN NOTE:
WS SCREEN IS SHOWN ON 2TRACK UNIT. IT IS QUALIFIED TO
BE INSTALLED ON 3TRACK AND 4TRACK UNIT ALSO.
INTERIOR
REVISIONS
NEV C6C MN MR IRRUVE➢
C I REVISED PER NEW REQUIREMENTS 10/26/16 i R.L.
VERTICAL CROSS SECTION C
4TR4CKFR4ME SYSTEM
SIGNED: 1012612016
7500 AMSTERDAM DRIVE
ORLANDO. PL 32832
ra wulmm oaamindmmrcmm
7000 SERIES NON —IMPACT REINFORCED
v•VERTICAL SECTIONS
NON—REINFORCED
PANEL) OHrz
TM'c NTS Ms 12/04/08 IH OB slEcr54 OF 14 C ///114111 i11EN����
L ROBEATO LOMA3 P.E Luis R. Lomas P.E.
rau wroourorao RQ tEVAsvulENcz�m FL No.: 62514
aTtaesaas nbnraW9111nname.aan
SEE
SIT
INTERIOR
EXTERIOR
HORIZONTAL CROSS SECTION D
PLAIN STILE ATSTRACK JAMB
HORIZONTAL CROSS SECTION E
LOCK STILE A T 4 TRACK JAMB
INTERIOR
EXTERIOR
EXTERIOR
HORIZONTAL CROSS SECTION F
LOCK STILE A T 2TRACK JAMB
INTERIOR
Rtvrsrous
ocscRimoN wrE .wxor6o
REVISED PER NEW REQUIREMENTS 10/26/16 R.L
1S
EXTERIOR
INTERIOR
SEE NOTE
SHT. 7
HORIZONTAL CROSS SECTION H
REINFORCED INTERLOCKSRLEATHOOKSTRIP
FIXED PANEL NOTE:
ITEM #22, PANEL STOP SILL COVER, AND REM #23, PANEL STOP
HEAD COVER, ARE USED TO SECURE SINGLE OR MULTIPLE FIXED
PANELS INTO PLACE. DEPENDING ON THE CONFIGURATION BEING
INSTALLED ITEMS #22 AND #23 MAY BE REPLACED WITH REM #46.
#8 z 3/4" PH TEK SCREW TO SECURE FIXED PANEL INTO PLACE.
FIXED PANEL IS ATTACHED AT THREE LOCATIONS: 4" FROM EACH
END AND ONE AT CENTER. EACH LOCATION HAS TWO FASTENERS.
ONE FROM INSIDE AND ONE FROM OUTSIDE.
SIGNED: 1012612016 1
DRIVE
HORIZONTAL CROSS SECTION G WinDoor ORL,NNDO, FAMSEZ 33n32
NONAEINFORCED INTERLOCK S77LEAT HOOK STRIP INCORPORATED tljweimm av dm.
7000 SERIES NON —IMPACT REINFORCED
& NON —REINFORCED (5'0 X 8'2 PANEL)
HORIZONTAL CROSS SECTIONS
DRAWN: owo No. REV
TJH 1 08-00634 C
v NTS o`n 12/04/08 �6 OF 14
Luls R. Lomas P.E.
FL No.: 62514
INTERIOR SEE NOTE
SHT. 7
EXTERIOR N33 38
HORIZONTAL CROSS SECTION J
REINFORCED INTERIOR FIXED BUTTSTILE TO LOCKSTILE
INTERIOR
HORIZONTAL CROSS SECTION K
LOCKSTILE TO REINFORCED EXTERIOR FIXED BUTT STILE
HORIZONTAL CROSS SECTION N
REINFORCED MALE BUTT STILE TO REINFORCED LOCKING BUTT SIRE
EXTERIOR
SEE NOTE
32 49 SHT. 7
HORIZONTAL CROSS SECTION M
REINFORCED EXTERIOR FIXED BUITSTILE TO PLAINSTILE
REINFORCING BAR NOTE:
ITEM #32, INTERLOCK REINFORCING BAR, IS SECURED TO
INTERLOCK LEFT #26. INTERLOCK RIGHT #27. MALE BUTT
STILE #28. LOCKING BUR STILE #29 INTERIOR FIXED BUTT
STILE #30 AND EXTERIOR FIXED BUTT STILE #31 WITH REM
#49, #10 z 1' TEN SCREW SPACED 6' FROM TOP AND
BOTTOM AND AT CENTER.
REVISIONS
�SCR�RDH MTE MMiOKD
REVISED PER NEW REQUIREMENTS 10/26/16 R.L
SEE NOTE
HORIZONTAL CROSS SECTION L
REINFORCED INTERLOCKSDLETOREINFORCED INTERLOCKSRLE
HORIZONTAL CROSS SECTION O SEE NOTE
REINFORCED INTERIOR FIXED BUTTSTIE TO PLAN STILE SHT. 6
SIGNED., 1012612016
7500 AMSTERDAM DRIVE
WhiDoor ORLANDO, FL 32832
INCORPORATED r�ivr.uimm aavaTndmdncrnm
7000 SERIES NON —IMPACT REINFORCED
& NON —REINFORCED (5'0 X 8'2 PANEL)
HORIZONTAL CROSS SECTIONS
1 TJH 08-00634 C
s'u NTS wR 12/04/08 �7 OF 14
rKf,i,,lrr,flp
Luis R. Lomas P.E.
FL No.: 62514
INTERIOR
EXTERIOR `33 LJ
HORIZONTAL CROSS SECTION P
NON -REINFORCED INTERIOR FIXED BUTT STILE TO
LOCKSTILE
HORIZONTAL CROSS SECTION O
LOCK STIL E TO NON -REINFORCED EXTERIOR FIXED
SUTTSTILE
EXTERIOR
HORIZONTAL CROSS SECTIONS
NON -REINFORCED EXTERIOR FIXED BUTT STILE TO
PLAINSRLE
INTERIOR
HORIZONTAL CROSS SECTION T
NON -REINFORCED MALE BUTT STIL E TO
NON -REINFORCED LOCKING BUTT SIRE
REY510N5
REV pESLxbnOx D9iE sPM01TD
C I REVISED PER NEW REOUIREMENiS 10/26/16 R,L.
NON -REINFORCED INTERLOCKSTILE
HORIZONTAL CROSS SECTION U
NON -REINFORCED INTERIOR FIXED BUTT STILE TO
PLAIN SRLE
SIGNED: 10/26/2016
IT� 7500 AMSTERDAM DRM
inDooi ORLANDO, FL 32832
Ot"11111//
R• LOyG7
:ORPOR.ATED a:«Y;.��.nq°
��\��s
ENSF9d
�..w.�ax�d
`N%) .y�O
A1Vo
7000 SERIES NON —IMPACT REINFORCED
& NON —REINFORCED (5'0 X 8'2 PANEL)
�q�
;rS„
HORIZONTAL CROSS SECTIONS
m _ TAT OF
08-00634
OF 14
Luls R. Lomas P.E.
FL No.: 62514
REVISIONS
2 1/2- MIN.
1 3/8" MIN.
Rw Dc RIPRON
as ARPRo.1:o
EDGE DIST.
CENTER TO 1 1/4- MIN.
CEMER
C REWSED PER NEW REQUIREMEN S
10/26/16 R.L.
EMBEDMENT
,I l/MAX.
•
SHIMSPACE
n
•'a',• I
INTERIOR
e
1 1/4" MIN. 2 1/2I MIN.
•
EMBEDMENT EDGE DIST.
MASONRY/CONCRETE ^
e
BY OTHERS
�-MAX, •`
SHIM SPACE
c
1 3/8" MIN.
1/4" MAX.
1 1/4" MIN.
BACKER ROD
CENTER TO
SHIM SPACE
EMBEDMENT
' AND SEAIANi
CENTER
• .a
BY OTHERS
1X NON-STRUCTURAL
INTERIOR
BUCK BY OTHERS, 1X
1/4" ELCO
TO BE PROPERLY
FASTENER HEADS CRETE-FLEX
1/4" ELCO
�K1i� SECURED
MBE COVER
USTCOV
APPROVED T BE ED TAPCON
CRETE-FLEX TAPCON
i/4" ELCO
EXTERIOR SEALANT BY OTHERS
CRETE-FLEX TAPCON
"
INTERIOR
BACKER ROD AND
•'
SEALANT BY OTHERS ITEM #65. #8 X 3/8",
p 7/2" MIN.
- MASONRY/CONCRETE
- SPACED 6" FROM TOP &
1X NONSTRUCTURAL
E IST.
EXTERIOR
B
BY OTHERS
BUCK BY OTHERS, 1X BOTTOM AND 18" MAX.
TO BE PROPERLY O.C. THEREAFTER
SECURED'
2TRACKFRAMEJAMB
1XBUCKTOMASONRYICONCREMINSTALLATXW,, FTC —may
2TR4CKSHOWN3TRACK64TRACKSIMXAR
/I
FASTENER HEADS V
MUST BE COVERED
WITH APPROVED O
SEALANT BY OTHERS
SILL MUST BY 0 1/4- ELCO
SET IN FULL BED OF CRETE-FLEX TAPCON
APPROVED SEALANT
OR NON -SHRINK
GROUT BY OTHERS 1/4" MAX.
SHIM SPACE
1 1/4- MIN, T
EMBEDMENT a n
a a
2 1/2" MIN. 1 3/8" MIN.
NOTES:
"'III CENTER TO
1. INTERIOR AND EXTERIORFINISHES, SYOTHERS,
EDGE DIST.
CENTER
NOTS14OWN FOR CLARITY.
2TR4CKFRAME
2. PER/METERANDJOINTSEALMTBYOTHERSTOBE
MASMRYICGNCRETEIIVSTALLATION
DESIGNED INACCORDANCEWRNASTME2112
2TR4CKSHOWN3TRACK6 4TRACKSIMILAR
EXTERIOR
HOOK STRIP
MASONRY/CONCRETE INSTALLATION
REINFORCED SHOWN, NON -REINFORCED SIMILAR
INTERIOR POCKETSHOWN, EXTERIOR POCKET MIRRO
W .Uil, V V1 ORLANDO. FL 32832
INCORPORATED v :�1ui1 w.w,.mwdm�ivcwm
7000 SERIES NON -IMPACT REINFORCED
& NON -REINFORCED (5-0 X B-2 PANEL)
INSTALLATION DETAILS
DOWN: owc NO. RLY
TJH 08-00634 C
•' NTS DA'E 12/04/08 s8E 9 OF 14
SIGNED. 1012612016
Luis R. Lomas P.E.
FL No.: 62514
9/16" MIN.
EDGE DISTANCE
#12'
WOOD SCREW
BACKER ROD
& SEALANT
BY OTHERS
EXTERIOR
9/16" MIN.
EDGE DISTANCE
3TRACK FRAME HEAD
2X BUCK/WOOD FRAME 2X BUCMOOD FRAME INSTALLATION
BY OTHERS, 2X BUCK TO 3TR4CKSHOWN2TRACK54TR40K SIMILAR
j/12
BE PROPERLY SECURED
WOOD SCREW
1/4" MAX.
SHIM SPACE
9/16" MIN.
FASTENER HEADS MUST
EDGE DISTANCE
BE COVERED WITH APPROVED
SEALANT BY OTHERS
INTERIOR
IV
PEVISIONS
2X BUCK/WOOD
FRAME
BY OTHERS, 2X
pe,
BUCK TO
DcscRIPrIDx an1L OPROAD
BE PROPERLY SECURED
C
REVISED PER NEW
REQUIREMENTS ID/26/16 R.L.
I
1 3/8" MIN.
EMBEDMENT
1/4" MAX.
1/4" MAX. ��II
SHIM SPACE
1 3/8" MIN.
EMBEDMENT
SHIM SPACE
i
j%12 WOOD
9/16MIN.
SCREW
EDGE DISTANCE
T
ITEM
#65, $8 x 3/8"
SPACED
6" FROM TOP &
INTERIOR
BOTTOM AND 18' MAX.
2X BUCK/WOOD FRAME
O.C. THEREAFTER
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
INTERIOR
(.
EXTERIOR
HOOKSTRIP
2X BUCKAWOOD FRAMEINSTALLATION
REINFORCED SHOWN, NON -REINFORCED SIMILAR
INTERIOR POCKETSHOWN, EXTERIOR POCKETIS MIRRORED
SIGNED. 1012612016 1
9/16"
MDRIVB
WinDooi
611R Nto/z
MIN.
ORLANDO,FL32832
�q
EDGE DISTANCE
INCORPORATED '�""'"A°'°1O1
P..m!,R1ww .oaw.mlDaoodncmm
.OJT ENSF J+5
`��..y�G
EXTERIOR
7000 SERIES NON —IMPACT REINFORCED
=*• o/�,,9�6 *=
& NON —REINFORCED (5-0 X B'2 PANEL)
1 3/8" MIN.
BACKER ROD
NOTES'
INSTALLATION DETAILS
��3 • $TAT OF ty�
EMBEDMENT
& SEALANT
�O�••A. P•.
BY OTHERS
1 NOTSHOWNFOHCINTERIORANDERIIOR FINISHES, BYOTHERS,
TJH :
owe xo. 08-00634
RC
�ASS (�R�D
2 PERIMETERANDJOINTSEALANTBYOTHERSTOSE
11E\���
3TRACKFRAMEJAMB
Scu NIS MTE 12 04 OB sxLO 10 OF 14
/ /
///tNA
2XBUCK4VOODFRAMEINSTALLATION
DESIGNED INACCORDANCE WITHASTM E2112
3TRACKSHOWN277ACK44TRACKSIM/LAR
LROBERTOLOMASP.E
M2PR10DF0RDRDLEWISV&IZ,W2MM
Luis R. Lomas P.E.
FL No.: 62514
METAL STRUCTURE
By OTHERS
7/8" MIN.
EDGE DISTANCE
#12 SMS OR
SELF DRILLING
SCREW
7/8" MIN.
EDGE DISTANCI
HACKER ROD &
APPROVED
SEALANT
BY OTHERS
EX
1/4" MAX.
SHIM SPACE
4TR4CK FRAME HEAD
METAL STUD INSTALLATION
4TRACK SHOWN 27RACK A 3TRACK SIMILAR
FASTENER HEADS MUST
BE COVERED WITH
APPROVED SEALANT
BY OTHERS
INTERIOR
I �,,„mj�„�,,,�� EXTERIOR
7/8" IN.
EDGE DIST�ANCE—
BACI KER ROD &
APPROVED SEALANT
BY OTHERS 4TRACKFRAMEJAMB
METAL STUD INSTALLATION
4TRACK SHOWN 2TRACK a 3TR4CKSIMMR
3" MIN.
DISTANCE
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
SMS OR
F DRILLING
EW
RM NS
REV bmC T,M M1E I pIuNso
C REVISED PER NEW REQUIREMENTS 10/26/16 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
ITEM #65, #8 r 3/8".
SPACE 6" FROM TOP &
BOTTOM AND 18" MAX.
O.C. THEREAFTER
EXTERIOR
7/B' MIN.
\ EDGE DISTANCE
` j/12 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
HOOK STRIP
METAL STUD INSTALLATION
REINFORCED SHOWN, NON REINFORCED SIMILAR.
INTERIOR POCKETSHOWN, EXTERIOR POCKETMIRRORRE
SIGNED: 1012612016
ORI.IND"vO, F(.3 32
Zz
INCORPORATED RATED aadoovncmm
VJ\yVOE SFI 11
_*• D 551a��ft�'k=
7000 SERIES NON -IMPACT REINFORCED
& NON -REINFORCED (5-0 X B-2 PANEL)
7/�E
INSTALLATION DETAILS
AT OF •Lyz
NOTES:NOT
fie,
��io7FS0R10
TJH
owc No. 08-00634
RC
SHOWN FOR LARITY.IN/SNES, BY07HERS,
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
11�Y�\\
swc NTS — 12 04 08 —11 OF 14
/ /
DESIGNED INACCORDANCE WRHASTMMI2
LROBERTOLO SRE.
LUis R. Lof .s P.E.
Ia02 NDODRMDROLELNSV6LE NO2J023
FL No.: 62514
1.25" -�--{
1.25'
.095'
.095' .075'
3.58' .075"
5.52"
O
1.
2TFRAME JAMB
6063-76ALUM.
7
3T FRAMEJAMB
6063-716ALUM.
1.2
5•
'5"
12
oe' 4T FRAME JAMB
6063-T6ALUM.
3.74'
095-
075'
2.oS'
L2T FRAME HEAD
O6063-716ALUM.
3.47"
.075' --��--
825'
T 05
075"
O 2TSILL INSERT
6063-T6 ALUM. .09'
L}
.68" L
r
1 .075" 7.62"
.-618--'- .-IL .095" .075"
4- 5.52"
2.05`
OB 3TSILL PAN 21/2' RISER
6063-716ALUM.
11 4T FRAME HEAD
6063-76ALUM.
Og 3T SILL PAN 3 1/8" RISER
6063-T6AWM.
I- 1.836- -{
1.J6" .05'
22 PANEL STOP SILL COVER
6063-716ALUM.
.08"
.09' 2.5"
J 075-
66' 1
2T SILL PAN 2 112" RISER
O6063-T6ALUM
.OB"
r3.1 1
.075" II n n 1
O4 I--- 3.58'
2T SILL PAN 3 1/8"RISER
6063-T6ALUM.
REV n
REV o4CRIP1m alE MM1014D
C REWSED PER NEW REOUIREUE 10/26/16 R.L
5.68" 095"
2.05' 075"
O 3TFRAMEHEAD
6063-T6ALUM
13 4T SILL PAN 212" RISER
6063-T6ALUM.
1.836• I
1OS"
71"
23 PANEL STOP HEAD COVER
606346AWM.
1.
4T SILL PAN 3 1/8" RISER
6063-T6ALUM.
5.41'
rWn
825'
FI25`-II.05D75"
a 3T SILL INSERT
6063-TSALUM.
SIGNED: 1026/2016
�7� 7500 AMSTERDAM DRIVEWinDoor
ORi.ANDO, FL 32832
.,
INC(JAPORATF.D rsw uilml mvcawdoourcro0
�y
7000 SERIES NON -IMPACT REINFORCED
= *•
& NON -REINFORCED (5.0 X e'2 PANEL)
COMPONENTS
�y
NTS
08-00634
14
Luis R. Lomas P.E.
FL No.: 62514
1.16" f
09'
A" 117"
.07"
2q TOP & BOTTOM RAIL
BOW.T6ALUM,
2.115"
.064'
Y9 LOCKING BUTT STILE
6063-TOALUM.
3.75"
.07'
1 3.75" �— 2.195" —j
So INTERIOR FIXED BUTT S1 EXTERIOR FIXED
STILE BUTT STILE
606346 ALUM. 6063-M ALUM.
I 2
L .2"
INTERLOCK
32 REINFORCING BAR
60B.9-T6ALUM.
— 3,632" —
09" 07"
.07"
28 MALE BUTT STILE
6063-MALUM.
3.5" 09"
85
312" 07'
rl
i^ 4'
27 INTERLOCK STILE RIGHT
6069-76ALUM.
.09" J I 07" .09'
3.18^ 1.3i 2" .0T
07" 1 1
4'
25 LOCK/PLAIN STILE
6069-TB ALUM.
1 24�'
.
.04"
O FRAME HEAD
i6 TRACK COVER
6068-T6ALUM
1.175" --I
5" 075" 6'
—�— _ 1
1.055"
34 1/4"GLASS STOP
8063-i6ALUM.
33"nI-
.045" —IF-1
li 79'
E1
Rensroxs
REV DESCMMN wE N DAD
C REVISED PER NEW REOUIREMIAT 10/26/16 P.L.
09"
L "T
.07" 1.372"
1" 11.852"
q"
USINTERLOCK STILE LEFT
6063-MALUM.
��— 3.516"
.831"
T 08" J
119 HOOKSTRIPSASE
600-76ALUM.
21 HOOKSTRIP WALL
MOUNT --I.ES--
r05"
1.836' ,04
L
t a FLUSH JAMB COVER
6083-76ALUM
., 4"
35 3/4"GLASS STOP
6069-76 ALUM.
11 RECESSED JAMB COVER
6063.T6 ALUM.
--I .75" I--
.075"
3.186"
t �
2p HOOK STRIP WALL
COVER
6063-16ALUM.
_— �_.24'
T 04-
,.312
33 gUTTSTILE&
INTERLOCK COVER
6083-i6 ALUM
7500 AMSTERDAM DRIVE
WinDoor ORLANDO,PL32832
INCORPORATED'° wwvwindwrivccom
700D SERIES NON —IMPACT REINFORCED
& NON —REINFORCED (5'0 X 8'2 PANEL)
COMPONENTS
08-00634
14
SIGNED; 1012612016
Luis R. Lomas P.E.
FL No.: 62514
1" MIN.
GLASS BITE
INTERIOR 62
EXTERIOR
GLAZING TYPE A"
F 3/16" TEMP
1" MIN.
GLASS BITE
INTERIOR 62
EXTERIOR
GLAZING TYPE 9'
1/4" TEMP
REV140M
REY aE$ MON MiE IFPRPIFD
C REVISED PER NEW REQUIREMENTS 10/26/16 R.L.
1" MIN,
GLASS BITE
INTERIOR 62 43'/16-
`� r 3/1I' TEMP
SIGNED: 1012612016 1
EXTERIOR
3/4"
TEM� LUMINUM
AW300 SPACER
GLAZING TYPE'C' SYSTEM BY HELIMA
7500 AMSTERDAM DIUVC
WinDoor ORLANDO,FL32632
INCORPORATED Dui. awmmindw6a�m
7000 SERIES NON —IMPACT REINFORCED
& NON —REINFORCED (5'0 X 8.2 PANEL)
GLAZING DETAILS
NWN: mvc xo. RE
08-00634 C
"ANTS lws 12/04/08 s��14 OF 14
Luis R. Lomas P.E. I
FL No.: 62514