HomeMy WebLinkAboutProduct Approval MIAMI-DADE NOV ® � 1019 —RADE COUNTY,FLORIDA
ST, Lucie-County Permitting
P ODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESO 9 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy
WinDoor,Incorporated
7500 Amsterdam drive
Orlando,Florida,32832
SCOPE:
This NOA is being issued under the applicable rules 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 been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"8100"Aluminum Sliding Glass Door W/WO Reinforcements-S.M.I.
APPROVAL DOCUMENT: Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non-
reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A,7A, 14A, 18A,20A, 21A,22A, prepared by
manufacturer, dated 12/03/09 with Revision D dated 11/30/17, 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: Small Missile Impact Resistant
LIMITATION:
1. 3-1/2"sill riser item#36(sheets 1 thru 7A)is limited to positive(exterior)Dp=+100 PSF, item#37(4-
1/2")sill riser to be used above+100 psf.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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 purposes 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 ding Official.
This NOA revises NOA# 15-0723.10 and consists of thi-q-,ri L % E-1, E-2 and E-3, as
well as approval document mentioned above. L��10E
The submitted documentation was reviewed by Sifana@CIF
&C® �
�[ ®UM NOA No.17-1219.07
MIAMI•D®uNTY 2 �1�
SET. LU g3wWration Date: March 31,2021
f Approval Date: July 26,2018
Page 1
1
WinDoor,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0209.13)
2. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non-reinforced",
sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A,
prepared by manufacturer, dated 12/03/09 with Revision C dated 06/15/15, signed and
sealed by Luis R. Lomas, 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) Small 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,
prepared by National Certified Testing Laboratories Inc, Test Report No. NCTL-210-3573-3
dated 07/31/09 and revised and reissued on 12/16/10 and NCTL-210-3573-4 dated 07/30/09
and revised and reissued on 12/16/10, both signed&sealed by Gerald J,Ferrara, P.E.
(Note: This test reports have addendum letters dated 08/03/10 &11/29/10, issued by National
Certified Testing Laboratories Inc., signed &sealed by Gerald J, Ferrara,P.E.
(Submitted under NOA No. 10-0209.13)
C. CALCULATIONS
1. Anchor verification calculations complying w/ FBC-2014, dated 07/14/15 and last
revised on 03/09/16,prepared, signed and sealed by Luis R.Lomas,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White)Interlayer"dated 06/25/15, expiring on 07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc., for"Kuraray
Butacite®PVB", expiring on 12/11/2016.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)
for"Saflex CP—Saflex and Saflex HP Composite Glass Interlayer w/PET co
expiring on 11/11/2018.
ifang Zhao,P.E.
Product Control Examinor
NOA No. 17-1219.07
Expiration Date: March 31,2021
Approval Date: July 26,2018
E-1
WinDoor,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FSC-2014, 511 edition, issued,
prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P. E.
2. Statement letter of no financial interest, issued, prepared, signed, sealed and dated
06/08/15 by Luis R. Lomas, P.E.
3. Laboratory compliance statement, as part of above referenced test report.
G. OTHERS
1. Notice of Acceptance No. 12-0130.14, issued to Continental Glass Systems, Inc. for
their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I.,
approved on 04/09/12 and expiring on 03/31/16.
2. Test Proposal#08-0955B (consolidated) dated 01/15/09, approved by BCCO.
(Submitted under NOA No. 10-0209.13)
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non-reinforced",
sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A,
prepared by manufacturer, dated 12/03/09 with Revision D dated 11/30/17, signed and
sealed by Luis R. Lomas, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers"dated 12/28/17, expiring on 07/04/23.
2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19.
3. NOA No. 17-0712.03 issued to Eastman Chemical Company (M[A) for "Saflex CP.
— Saflex and Saflex HP Composite Glass Interlayer w/ PET core" (formerly
Vanceva), expiring on 11/11/2018.
Sifang Zhao,P.E.
Product Control Examinor
NOA No. 17-1219.07
Expiration Date: March 31,2021
Approval Date: July 26,2018
E-2
WinDoor,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6" Edition (2017), and of no
financial interest, dated November 30, 2017, issued, signed and sealed by Luis R.
Lomas,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0723.10, issued to WinDoor, Inc. for their Series
"8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on
04/07/16 and expiring on 03/31/21.
Sifang Zhao,PY—
Product Control Examiner
NOA No.17-1219.09
Expiration Date: March 31,2021
Approval Date: July 26,2018
E-3
286 1/2" OVERALL TESTED FRAME WIDTH REVISIONS
48" MAX, NOMINAL 40" MAX. REv OESCRIPIION wTE APPROVED
PANEL WIDTH D.L.O. WIDTH
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
REINF. I rA REINF. REINF. .4
II
j
120" MAX. NOTES:
FRAME 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
14 1 1 POCKET WALL II TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING
HEIGHT 118 7/16" I CODE 6th. EDITON (2017).
MAX. PANEL 16 6 UNDER 2. WOOD FRAMING/1X OR 2X BUCK, 20 GA. 2X WOOD BACKED
HEIGHT SEPARATE II STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED
» ♦ u► ♦� ♦ y APPROVAL. TO AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
108 21/32" X X X X X I X BE REVIEWED II STRUCTURE. WOOD FRAMING/1X OR 2X BUCK, 20 GA. 2X
MAX. D.L.O. BY AHJ. WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING
HEIGHT II IS THE RESPONSIBILITY OF THE ARCHITECT DR ENGINEER OF
RECORD.
3. 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 O
D ANCHOR 4. FRAME MATERIAL: U
EXTRUDED ALUMINUM 5063-T6C075"LTHIICK.
6" TO F� 8100 SERIES 4SGD PANEL MATERIAL: EXTRUDED ALUMINUM 6063-T6 .080" THICK.
'0 x 100 SMI
WEEP SLOT TYPICAL ELEVATIONEXTERIOR VIEW— 5. UNITS MUST BE GLAZED WITH SMALL MISSILE IMPACT SINGLE
WEEP SLOT 1" x .1875" LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN
TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS GLAZING DETAILS ON SHEETS 11 AND 12. PER ASTM
VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL E1300-04.
SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 6. HURRICANE PROTECTION DEVICES ARE NOT REQUIRED IF THE
Ai4
NON-REINFORCE UNIT WITH SILL RISER X35 UNITS RE USED ABOVE 30 FEET IN HEIGHT IN ANY OR ALL
STRUCDESIGN PRESSURE RATING IMPACTRATING 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK. 4
TRACK OR 5 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS.
t70.0PSF SMALL
MISSILE IMPACT PANEL HEIGHT AND D.L.O. FORMULA
PANEL HEIGHT = UNIT HEIGHT - 1 9/16"
8100 SERIES 4'OX 10'0 SMI NON-REINFORCED SGD FOR WOOD MASONRY/CONCRETEAND METAL INSTALLATION MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2"
2TRACK LAYOUT FOR ADDITIONAL SIZES SEE SHEET D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2"
J REINFORCE UNIT WITH SILL RISER X36 AND X37 REINFORCE UNIT WITH SILL RISER X36 AND X37
1 1
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING - IMPACT RATING
SMALL SMALL
t110.OPSF MISSILE IMPACT t72.OPSF MISSILE IMPACT
FOR MASONRYICONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION
8100 SERIES 4'0 X 10'0 SMI REINFORCED SGD FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A
2TRACK LAYOUT NOTE:
MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA
TABLE OF CONTENTS. OF 360sq. FEET. SIGNED:0611912018
SHEET NO. DESCRIPTION 750UAMSTL+RDAMDRV7H \�+++++IlllllllLi�x�
WhIDOOr ORLANDO,FL 32832 R;LO
1 - 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES rm�mralAun yJ\SVCENSFM�tP i
7 DESIGN PRESSURE CHARTS PRODUCT REVISED INCORPORATF.D YQ m, •� ,yµ,Q.,p,i",i�..d.,"""m `
as complying with the Florida NO 6251
B - 10 ANCHORING LAYOUT, NOTES AND DETAILS Building Code 8100 SERIES SMI
NOA-No. 17-1219.07REINFORCED & NON-REINFORCED
11 - 12 BILL OF MATERIALS AND GLAZING DETAILS IFXpiMtlo.0 to 03131!2021 4'0 x 10'0 PANEL 2TRACK ELEVATIONS
13 - 19 CROSS SECTIONS ;gyp srAreof
BY DRAWN: DWC N0. REV '.,F(OR19P,.•' \�\
20 - 23 INSTALLATION DETAILS Mlam do product Control TJH 08-00878 D %i��i4s7 �C1G�\
24 - 27 COMPONENTS ISCAE NTS JDATE 12/03/09 ISHEET1 OF 27
REVISIONS
REV DESCRIPTION DATE -PROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
358 1/2" OVERALL TESTED FRAME WIDTH
60" MAX. NOMINAL 52" MAX.
PANEL WIDTH D.L.O. WIDTH
REINF. I A I REINF. REINF.
98" MAX.
FRAME
HEIGHT 96 7/16"
MAX. PANEL 4 �► ♦ y 1 M ♦ �►
HEIGHT 86 21/32' X R X 16 X 6 X 1 X X POCU DERKET ALL II
MAX. D.L.O. SEPARATE II
HEIGHT TO
BEPROEVEWED II
BY AHJ.
6" TO
WEEP SLOT 8100 SERIES 5'0 x 82 SMI SGD NOTE:
WEEP SLOT 1" x .1875" TYPICAL ELEVA7ONEXTERIOR VIEW MAXIMUM AREA OF ALTERNATE SIZES MUST
TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS NOT EXCEED FRAME AREA OF 360sq. FEET.
VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
�\ SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
8100 SERIES 5'0 x8'2 SMI NON-REINFORCED SGD 8100 SERIES 5'0 x 82 SMI REINFORCED SGD
2 TRACK LAYOUT 2 TRACK LAYOUT
NOM REINFORCE UNIT WITH SILL RISER#35 REINFORCE UNIT WITH SILL RISER#36 AND#37 REINFORCE UNIT WITH SILL RISER#36 AND#37
DESIGN PRESSURE RATING IMPACTRA77NG DESIGN PRESSURE RATING IMPACTRA77NG DESIGN PRESSURE RATING IMPACTRATING
SMALL SLL SMALL
t70.OPSF MISSILE IMPACT t110.0PSF MISSILEIMPACT +81.3PSF MISSILE IMPACT
FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION SIGNED:0611912018
FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A
WinDoor OORTANDSTE+RDAM DRIVE ,FL 321332 , SRILOp/,,�/'�i,,'
PANEL HEIGHT AND D.L.O. FORMULA J• ••"4
PANEL HEIGHT = UNIT HEIGHT — 1 9/16" PRODUCT REVISED INCORPORATED ,","�,",n, N's° u,,,,W,u,; �,"^"m \!.�JceNSF'••.S�
MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" scomplying with the Florida 8100 SERIES SMI No.62514
D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2Building Code"
Noa-rto. 17-1219.07 REINFORCED & NON—REINFORCED
Expiration Dae 03I31/2D21 5'0 x 8'2 PANEL 2TRACK ELEVATIONS
O
STATE OF
By DRAWN: DWG N0. REV :�`•'•.,'�LORl01'. G��'
Mlaml-Dade Product Control TJH NTS DATE 12/03/09 08-00878 20E 27 D rslONAl1E?`��`
REVISIONS
REV DESCRIPDON DATE APPROVED
290 3/8" OVERALL TESTED FRAME WIDTH D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
48" MAX. NOMINAL 40" MAX.
PANEI, IDTH D.L.O. WIDTH
/ 1 REINF. I / REINF.
12X REINF.
FRAME
HEIGHT 118 7/16" / NOTE:
EL OF MUST
HEIGHT NOT I EXCEED EFRAME AREA OAF E3 Osgs FEET.
108 21/32 O 1 O X 16 X X 6 X 1
MAX. D.L.O.
HEIGHT
19
6" TO 8100 SERIES 4'0 x 1010 SMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS, WEEP SLOT 1" x� ALL LOCATED AT AALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM P NEL •
SIZE AND USE VERTICAL CONDITIONS AS SHOWN. VERTICAL CENTER LINES
1
16 16 16 16 16f48
8 1 1 18
1
ii ;8100 SERIES 4'0 x 10'0 SMI NON-REINFORCED SGDAD 8100 SERIES 4'0 x 10'0 SMI REINFORCED SGD 48 HEAD
3TRACKLAYOUT' L 3TRACKLAYOUT 49 SILL
NON-REINFORCE UNIT WITH SILL RISER#35 REINFORCE UNIT'WITH SILL RISER 036 ANO#37 REINFORCE UNIT WITH SILL RIS #3BAND#37
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRE6EURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
t70.0PSF
SMALL t110.0PSF SMALL t72OPSF SMALL
MISSILE IMPACT MISSILE IMPACT . MISSILE IMPACT
FOR WOOD MA SONR Y=NCRETE AND METAL INSTALLATION FOR MASONRY/CONCRETE AND MEFAL INSTALLATION FOR WOOD INSTALLATION
FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A SIGNED;06/19/2018
`�i„� 7500AMSTERDAM DRIVE
W ��`�tg R•IL1jj��i���
WinDoor ORLANDO,FL 32832 04
J� .......o
PRODUCT REVISED INCORPORATED E�°"�D! arvvawadoo3Dawm 4.''JcENsp •.S ��
as complying with the Florida
Building Code NO.62514
NOA-Eo. 17-1219.07 8100 SERIES SMI
REINFORCED & NON-REINFORCED
Expiration Oo 03/3112021 4'0 x 10'0 3TRACK ELEVATIONS �b r
E.O
By DRAWN: DWG 67ATF /&,IMlaml-Doda Product Control ••• ORIOP.•'•����
TJH N0. REV 08-00878 D i S .
19cA-E NTS DATE 12/03/09 SHEET3 OF 27 �'Z,S;�NAL1��.`'
REVISIONS
REV DESCRIPTION DATE APPROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
352 3/8" OVERALL TESTED FRAME WIDTH
60" MAX. NOMINAL 52" MAX.
PANEL WIDTH D.L.O. WIDTH
REINF. I I REINF. I I / REINF.
96 7/16" / 1 / NOTE:
MAX.
AHEIGHTEL �j ♦ 7 y L «/ Q ♦� EXCEED FRAME AREA AREA OF AOF 360sq.LTERNATE SEET MUST NOT
98" MAX. 86 21/32" O O 1 X X
FRAME MAX. D.L.O.
HEIGHT HEIGHT
19
19
6" To 8100 SERIES 5'0 x 82 SMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
1 0
14 16 16 16 6 f48HEAD
4 1
1 8100 SERIES 5'0 x 82 SMI NON-REINFORCED SG8100 SERIES 5'0x 82 SMI REINFORCED SGD48 HEAD
3TRACKLAYOUT 3TRACKLAYOUT 49 SILL
NOM REINFORCE UNIT WITH SILL RISER N35 REINFORCE UNIT WITH SILL RISER X36 AND&37 REINFORCE UNIT WITH SILL RISER#36 AND#37
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
t70.OPSF SMALL ±110.OPSF SMALL t81.3PSF SMALL
MISSILE IMPACT MISSILE IMPACT MISSILE IMPACT
FOR WOOD MASONRYICONCRETEAND METAL INSTALLATION FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION
FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A SIGNED:06/19/2018
7500 AMSTERDAM DRTVR `1111 LI 1 Li i I I7j
WinDoor ORLANDO,FL32832
��:,..:.....Mq
PRODUCT REVISED TNCORPURAT'ED d"`ql" awwwindood=mm �` fir. uCENSp'••,S
as complying with the Florida
Building CCode
Now-No. 17-1219.07 8100 SERIES SMI _- No.62514
REINFORCED & NON-REINFORCED
Expiration Da 03131/2021
5'0 x 8'2 '3TRACK ELEVATIONS =0'• (�ojaa SQ
g'ySTATE DF
0"': DWG ND.
Mm-Dada Product trol
TJH 08-0
WCon0878 D 'i S•''••••••- �1G��
SCALE 1TS DATE 12/03/09 ISHEET4 OF 27
REVISIONS
286 25/32" OVERALL TESTED FRAME WIDTH REV DESCRIPTION DATE I APPROVED
48" MAX. NOMINAL 40" MAX. D REVISED PER NEW REOUIREMENTS 11/30/17 1 R.L.
PANEL WIDTH D.L.O. WIDTH
REINF. REINF.
1 FRAMER / /
REINF.
HEIGHT % OxMAX MUM AREA OF ALTERNATE SIZES MUST NOT
118 7/16" EXCEED FRAME AREA OF 360sq. FEET.
MAX. PANEL
HEIGHT 01
108 21/32" O S O 1 X X X X 14
MAX. D.L.O.
HEIGHT
1
6" To 8100 SERIES 4'0 x 10'0 SMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS_ TYP. LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
S R
18 6 16 6 6 1 16 1 18 1 15 5 5 15 14
1
1 48 HEAD 48 HEAD
8100 SERIES 4'O x 10'0 SMI REINFORCED SGD
8100 SERIES 4'0 x 10'0 SMI NON-REINFORCED SGD 49 SILL 4 7RACKLAYOUT 49 SILL
4TRACKLAYOUT
NON-REINFORCE UNIT WITH SILL RISER#35 REINFORCE UNIT WITH SILL RISER#36 AND#37 REINFORCE UNIT WITH SILL RISER#36AND#37
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
t7O.OPSF SMALL t110SMALL SMALL SMALL
MISSILE IMPACT .OPSF t72.
MISSILE IMPACT MISSILE IMPACT
FOR WOOD MASONRYICONCRETEAND METAL INSTALLATION FOR MASONRYXCONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION SIGNED:06/19/2018
FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A
7500 AN5TAM DRIVE
WinDoor ORLANDOFL 32832
INCORPORATED Pso"r.�arAnlE�my;•'VCENSF'•,S i
PRODUCT REVISED ttia,ulr.wlnsns °�°'°'°'°d°°>ine`°m
as complying with the Florida — NO.62514
BuildiNOA-ng w
Noa�+ as 81DO SERIES SMI =
o. 17-1219.07 REINFORCED & NON-REINFORCED
F�cpirouon o0 o3I3�lzo21 4'0 x 10'0 4TRACK ELEVATIONSyjJ
gy DRAWN: D1111NO. REV %��`'•., 10�
miam oproductcontrol TJH8
E NTS DATE 1203/09 OB SOOEg5
TJ` 0F 27 D
flVASIDNS
286 25/32" OVERALL TESTED FRAME WIDTH -11 DESCRIPTION CmE naPRovEo
48" MAX. NOMINAL 40" NAR. D REVISED PER NEW REOUIREMENTS 11/30/17 R.L.
PANEL WIDTH D.L.O. WIDTH
C REINF. REINF.
1 MAX.
FRAMEREINF.
HEIGHT /// �j MAXIMUM AREA OF ALTERNATE SIZES MUST NOT
118 7/16" EXCEED FRAME AREA OF 360sq. FEET.
HEIGHT EL
108 21/32" O O X X�j X X
MAX. PAN
MAX. D.L.O.
HEIGHT
6" TO 8100 SERIES 4'0 x 10'0 SMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
R B 5 1
1 1
C
B 8 48 HEAD
8100 SERIES 4 10'0 SMI NON-REINFORCED SGD 48 HEAD 8100 SERIES 4' x 10'0 SMI REINFORCED SGD 49 SILL
5TRACK LAYOUT 49 SILL 5TRACKLAYOUT
NON-REINFORCE UNIT WITH SILL RISER#35 REINFORCE UNIT WITH SILL RISER#36 AND#37 REINFORCE UNIT WITH SILL RISER#36 AND#37
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
t70.OPSFSMALL t110.0PSF MISSSMALL cr t72.OPSF MISSILE IMPACT
LL
MISSILE IMPACT
FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR MASONRY/CONCRETEAND METAL INSTALLATION FOR WOOD INSTALLAPON SIGNED:06/19/2018
FOR ADDITIONAL SIZES SEE SHEET 7 FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A
WinDoor 7OSO ORLADAM NDO,
SVE R.L0�11j�i,�
J�..........?ly
PRODUCT REVISED n-ZCORPORATED lT M�'taos ww•v.aindoodac.com 'Y•' \?CENSE''..tP ��
as complying with the FloridaNo 62514
-
Building Code 8100 SERIES SMI :. n '
NOA-No. 17-1219.07 REINFORCED & NON-REINFORCED
Expiration Dato 03/3112021 4'0 x 10'0 5TRACK ELEVATIONS
STATE OF 0-j—
By DRAWN: Ow0 NO. REV ':k%,
MhunF o p uce contra) TJH 08-00878 D i�S•'AZORIOP.••G��
SCALE NTS DATE 12/03/09 1 S"EET5A OF 27
REVISIONS
REV DESCAIPRON DATE APPROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
358 3/4" OVERALL TESTED FRAME WIDTH
60" MAX. NOMINAL 52" MAX.
PANEL WIDTH D.L.O. WIDTH
C I REINF. I I REINF.
96 7/16" REINF. 1
MAX PANEL
% / MAXIMUM AREA OF ALTERNATE SIZES MUST NOT
HEIGHT
1 ♦ « 1 ♦ EXCEED FRAME AREA OF 360sq. FEET.
98" MAX. 86 21/32" O 1 O X X X X
FRAME MAX. D.L.O. I S 1
HEIGHT HEIGHT 1
6" TO 8100 SERIES 5'0 x 8'2 SMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS - WEEP SLOT 1" x .1875"
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL TYP. LOCATED AT ALL
SIZE AND USE VERTICAL CONDITIONS AS SHOWN. VERTICAL CENTER LINES
1 6 14 18 1 5 15 1 1 15 14
1
I
1 48 HEAD
8100 SERIES 5' x 82 SMI REINFORCED SGD a9 SILL
8100 SERIES 5'0 x 8'2 SMI NON-REINFORCED SGD 48 HEAD 4 TRACKLAYOUT
4TRACKLAYOUT 49 SILL REINFORCE UNITWITH SILL RISER#36AND#37 REINFORCE UNIT WITH SILL RISER#36 AND#37
NON-REINFORCE UNIT WITH SILL RISER#35 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RA77NG IMPACT RATING
DESIGN PRESSURE RATING IMPACT RATING
LL
±70.OPSF SMALL t110.OPSF M1SSILEIMPAOT t8fSLL .3PSF MISSILEIMPACT
MISSILE IMPACT
FOR'MASONRWCONCRETEANO METAL INSTALLATION FOR WOOD INSTALLATION SIGNED:06/19/2018
FOR WOOD MASONRYICONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A
FOR ADDITIONAL SIZES SEE SHEET j� 7500AbISTBRDAMDRIVE
``t11111I111��I,,
WinDoor ORIANDO,PL32832 �.�J�S9:.L04fq''•o
INCORPORATED v6""r,aral.euD �`y,:'jCENSF .S �i
Iti.,an./auuw viamwindoodD�wm
PRODUCT REVISED6251a
as comPlying with the Flodda 8100 SERIES SMI =
Bullding Code
NOA-Io. 17-1219.07 REINFORCED & NON-REINFORCED - _
5'0 x 8'2 PANELS 4TRACK ELEVATIONSAU
P_xplratlon Dae 03131/2021 �� gF (V
By DRAWN: DWG NO. PEV ���•., pSTATE F
MInmL"-0 o Product Control s NTS DATE 12/03/09 08-00878 E60F 27 D
REVISIONS
REV DESCRIPTION DATE I APPROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
358 3/4" OVERALL TESTED FRAME WIDTH
60" MAX. NOMINAL 52" MAX.
PANEL WIDTH D.L.O. WIDTH
REINF. I I REINF.
96 7/16" REINF.
MAX. PANEL MAXIMUM AREA OF ALTERNATE SIZES MUST NOT
HEIGHT EXCEED FRAME AREA OF 360sq. FEET.'
L ♦ n► ♦ 1 ♦
98" MAX. 86 21/32" O O X X X X
FRAME MAX. D.L.O. S 1 1 I 16 4
HEIGHT HEIGHT
6" TO 8100 SERIES 5'0 118'2 SMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES
8(716
SIZE AND USE VERTICAL CONDITIONS A HOWN. E
1 1 1
15 5 5 15 4
I
B48 HEAD 8100 SERIES 5'0 x 6 Sm 1 REINFORCED SGD 49 SI48 lLO
8100 SERIES 5'0 x 82 SMI NON-REINFORCED SGD 49 SILL 5TRACKLAYOUT
5 TRACK LAYOUT
NON-REINFORCE UNIT WITH SILL RISER#35 REINFORCE UNWITH SILL RISER#36 AND#37 REINFORCE UN?WITHSILL RISER#36AND#37
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RA77NG IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
t70.0PSF SMALL f 110.OPSF MISSILEIMPACT +81.3PSF MISSILE IMPACT
MISSILE IMPACT
FOR MASONRY/CONCRETEAND METAL INSTALLA77ON FOR WOOD INS TAL LA T70AI SIGNED:06/19/2018
FOR WOOD MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7A FOR ADDITIONAL SIZES SEE SHEET 7A
FOR ADDITIONAL SIZES SEE SHEET 7 7500 AMSTERDAM
WinD00r ORLANDO,FL32832 aR;ILO,y��.,,
INCORPORATED Idwriains waawiodoodmwm �':''VCENSp''-.S �i
PRODUCT REVISED - No.62514
as complyIng with the Florida 8100 SERIES SMI
Dolld,.g Code REINFORCED & NON-REINFORCED
.-No. 17-1219.07
5'0 x 8'2 PANELS STRACK ELEVATIONS
Expimflon D 03131!2021 ��Q' STATE OF f(7��
By
TJH Dwc NO, 08-00878 REV
D �<<S;':.YORID7.•a����`
mlamF de product control sGUE NTS I DATE 12/03/09 1 sNEET 6A OF 27
Ar
REVISIONS
NON- REINFORCED UNITS DESIGN PRESSURE CHARTS
CHARTS R� OEI-11`110" DATE APPROVED
FOR GLAZING TYPES A, Br Cr D, E} & F D REVISED PER NEW REOUIREMENTS 11/30/17 R.L.
Maldmum dedgn pramro capacity chairf(PSF Ma)dmum design pressure capacity chert
SarlasefOOAluminum SMI Nonata/nforced SOD With!3tV alll riser,!tam 033 a 2T Rofro Sill,Hem 70 Senna B100Alum/num SMI Non•Relnforced SGD with!34'dll riser,Item AM 6 2T Retro Sill,nam 70
For unitslnatelld In MesonrylConc ete or Meal structure For un/tsinsfalld In Wood
Height Nominal Single Panel Width(in) fth Novi al Single Penal Wdth(in)
0n) 24.0 30.0 30.0 120 480 64.0 1 00.0 On) 24.0 1 30.0 36.0 420 40.0 510 00.0
Poe I Nap PCs Nep Pas I Nap Pas Nap PDX Nap POs Nep Pas Nap Pas I Nap I Los Nap Poe Nap Pw Nap Poe Nap Pos Nap I POs I Nap
80.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 450 100.0 45.0 99.8 45.0 95.2 Boo 45.0 1 100.01 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 99.8 45.0 922
S1.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 82.8 45.0 88.1 BAO 45.0 1 1000 1 45.0 100.0 45.0 100.0 45.0 1000 45.0 100.0 45.0 929 45.0 08.1
pa.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 93.3 45.0 76.7 45.0 72.1 90.0 45.0 100.D 45.0 91.0 450 1000 45.0 100.0 45.0 83.3 45.0 76.7 46.0 721
Bfl0 45.0 100.0 45.0 100,0 45.0 100.0 45.0 99.7 45.0 809 45.0 74.6 45.0 70.0 98.0 45.0 100.0 45.0 88.8 45.0 100.0 45.0 99.7 450 90.8 45.0 749 45.0 70.0
108.0 45.0 100.0 45.0 100.0 45.0 99.6 45.0 88.3 45.0 80.0 108.0 45.0 98.0 450 79.3 45.0 99.8 450 88.3 45.0 80.0
1140 45.0 100.0 45.0 100.0 45.0 93.3 45.0 82.6 45.0 74.7 114.0 45.0 90.4 45.0 74.5 45.0 93.3 45.0 82.6 45.0 74.7 -
12a0 45.0 100.0 45.0 100.0 450 87.8 45.0 77.6 45.0. 70.0 120.0 45.0 85,3 45.0 702 45.0 87.0 450 77.6 45.0 70.0
Maximum design pressure capacity chart PS Maximum design pressure capacity chart(PSq
Sedm 8100Aluminum SMI Non•Relnforcd SGD With 2114'sil}r/w,Item NU a 2T Refro Sill,nem 70 Swlas 9100Alminum SMI Non Ralnforced SGD Wi}h 2114'dll rlmr,!ten p34 a 2TReVo Sill,Hem 70
For unlfalnsta ld In Mawnry/Concrato or Md efsl structure For units InstsllIn Wood
Hemmm
ht Nosl Single Panel Width Nn) Heigh Nwdnal Shgl FAne1Wdth(h)
24jAf.-gP--
30.0 38.0 42.0 46.0 54.0 60.0 210 30.0 $00 420 48.0 54.0 60.0
M) Pos a Nap Pos Nap PCs step PCs Nap POs step POs Nep Pm Nap Poe Nep Pos Nep PCs Nay PCs Np PCs Nsg Pos Nap
80.0 60.0 0 100.0 60.0 100.0 60.0 10D.0 600 1000 600 99.8 SOD 952 80.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 98.8 60.084.0 60.0 o 100.0 60.0 100.0 60.0 100.0 fiQ0 700.0 60.0 928 60.0 88.1 54.0800 100.0 60.0 100.0 60.0 100.0 60.0 100.0 BOA 100.0 60.0 92.8 60.0 88.1
a80 60.0 0 100.0 60.0 100.0 60.0 100.0 60.0 93.3 60.0 76.7 80.0 72.1 B8.0 80.0 100.0 60.0 91.0 60.0 100.0 60.0 100.0 w.0 93.3 60.0 76.7 60.0 72.1
980 W.0 0 100.0 60.0 100.0 60.0 99.7 fi0.0 90.8 60.0 74.5 60.0 70.0 08.0 60.0 100.0 60.0 BB.B 60.0 100.0 60.0 99.7 600 90.8 60.0 74.5 60,0108.0 60.0 0 100.0 SOD 99.6 60.0 88.3 Box 800 108.0 80.0 95.0 60.0 79.3 60.0 99.8 60.0 883 SOA 80.0114.0 60.0 0 1110.0 60.0 93.3 60.0 a2.6 60.0 74.7 11/.0 60.090A 60.0 74.5 SOD 93.3 60.0 82.9 600 74.7120.0 60,00 1017.0 60,0 87.0 60.0 77.6 80.0 70.0 }20,0 .60.0 85.3 60.0 70.2 80.0 87.8 60,0 77.6 60.0 70.0
Maximum design pmssum capacitV chart S Maximum design prossure capacity chart SF
8100 SarlmAluminum SMI Non-Re/nforcd SGD with 3'Slll Rise,Item 35 a 2TRetro Sill,nem 70 6100 SerlesAluminum SMI Non-Rdnforcd SGD Win 3'SIII Rlw,Ifem 35 d 2T Rabo Sill,Item70
For unitslnstalled in MasonrylConcreto or M etal structure For unitelnafelld In Wood
Heigh Wtdnal Single Panel Wldfh(N) Height Nxdml Single Panel Wdth(H)
24,0 90.0 90.0 420 48.0 64.0 00.0 g 24.0 30.0 noR42.0 480 54.0 60.0
Pos epPos Nap Pos Nap Poa Nep Pos Nap Poa Nep Poa Nep �) Pos Nap Pos Nap Poe Nap Nay PCe Nep Poa Nep Poa Nep
Baa 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 80.0 100.0 60.0 89.8 60.0 95.2 Bao 60.0 100.0 eD.o 160.0 60.0 100.0 100.0 60.0 100.0 60.0 99.9 w.84.0 60.0 100.0 60.0 100.0 eo.o 100.0 60.0 100.0 60.0 100.0 SOD 92.9 60.0 88.1 94.0 .60.0 100.0 80.0 100.0 60.0 1000 100.0 60.0 100.0 60.0 928 60.060.60.0100.060.010.0 60.0 100.0 60.0 100.0 eo.o e3.3 76.7 78.7 rz.1 7z.1 se.o 60.0 160.0 eo.0 910 60.0 100.0 100D 60.0 930 78.7 7e.7 72.1 72.1
B80 60.0 100,0 60.0 100.0 80.0 160.0 60.0 99.7 60.0 909 74L 74.5 70.0 70.0 98.0 .60.0 100.0 80.0 88.8 60.0 100.0 99.7 60.0 80.8 745 749 70.0 717.0108.0 60.0 100.0 SOD 100.0 BaO� 99.6 60.0 88.3 60.0 60.0 108.0 •60.0 96.0 79.3 79.3 60.0 99.6 88,3 80,0 600 - -
114.0 60.0 160.0 60.0 160.0 80.0 93.3 80.0 B2.8 74.7 74.7 1}4.0 '60.0 S0.4 74.6 74.5 soD 93.3 82.6 74.7 74.7 - - -
12a0 60.0 100.0 60.0 100.0 SOD 87.8 77.8 77.6 70.0 7DA 120.0 160,0 85.3 1 70.2 70.2 80.0 87.8 77.6 77.6 700 1 70D
SIGNED:06/19/2018
7500 AN5TFAM WinD o or ORLANDO,FFLL 32832 E R.LOMq
PRODUCT REVISED INCORLoORATED Pmoe,er.W.eNO y;'�10ENS�e'•.tP
as complying with the Florida 3'dMAetn56S wao-.wisdoodoccom
Building coda SERIES SMI N0.62514
8100
NOA-No. 17-1219.07
Ea'rotlonDe 03!37!2021 REINFORCED & NON-REINFORCED /_• _`
PANEL HEIGHT AND D.L.O. FORMULA p' DESIGN PRESSURE CHARTS
PANEL HEIGHT = UNIT HEIGHT - 1 9/16° By ��0. STATE OF
MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" ml.. a Product controlTJH DRAWN: 0600 No. RW %��'•.
D.L.O. WIDTH = NOMINAL PANEL WIDTH -'9 1/2'i 6cALE NTS DATE 12/03/09 08 08-00878 'IV
27 D
REV DESCRIPTION REVISIDNS DATE APP.WED
REINFORCED UNITS DESIGN PRESSURE CHARTS D REVISED PER NEW REOUIREMENTS 11/30/17 R.L.
FOR GLAZING TYPES A, B, C, D, E, & F.
Maximum design pressure capacity chart F Moodmum dedJ n resure capacity chart PS
Series 6100Aiuminum SMI Reinforced SOD with 3"dif riser.Item#356 2TRetro Sill,Item 70 Sedco 8fOOAluminum SMI Reinforced SOD with 3w sill riser,Item#35 d 2T Retro Sill,Item 70
For units Installed In MssonWConcete or M etal structure For unitslnstalled In Wood
Height Nonhtal Shgie Panel Width(In) Height Nominal Single Panel Width(h)
(in) 24.0 30.0 310 420 48.0 54.0 SRO (in) 24.0 30.0 38.0 42.0 48.0 54.0 Sao
Pos Nag Pea Nag Pos Nag Pos Nag Pos Neg Pos Nag Pos Neg Pos Nag Pos Nag Pos Nag Pos I Nag Pos I Nap Pos I Neg Pos Nag
640 80.0 150.0 80.0 150.0 80.0 150.0 80.0 1540 80.0 1 150.0 80.0 150.0 80.0 149.6 80.0 80.0 135.5 80.0 113.4 SO.D 148.6 80.0 125.4 80.0 123.4 80.0 113.8 80.0 92.2
64.0 BOA 150.0 BO.0 150.0 80,0 150.0 50,0 150.0 80.0 1 150.0 80.0 145.8 80.0 138.5 84.0 80.0 128.0 80.0 1D6.9 80.0 139.6 80.0 MA 80.0 115.2 80.0 107.8 80.0 92.2
96.0 80,0 150,0 80,0 150.0 80,0 150,0 80,0 150.0 80.0 146.7 80.0 120.5 60.0 113.3 910 80,0 109.7 80,0 91.0 60.0 118,2 80.0 105.3 80.0 98,0 50,0 89.0 SOO 83.8
910 80.0 150.0 80.0 150.0 80.0 150.0 80,0 150.0 80.0 142.7 840 117.1 840 110.0 910 80.0 1072 80.0 88.6 80.0 115.2 80.0 102.8 80.0 93.4 80.0 88.5 840 81.3
108.0 800 150.0 80.0 150.0 80.0 150.0 80.0 138.7 80.0 125.7 1010 80.0 98.0 79.3 79.3 80,0 102.4 80.0 809 80.0 822.3
114.0 80.0 150.0 80.0 150.0 80.0 146.7 80.0 129.8 80.0 117.3 114.0 80.0 90.4 74.574.5 80.0 98.0 80.0 849 76.8 76.8 -
12ao 80.0 150.0 80.0 150.0 80.0 138.0 80.0 121.9 eD.O 110.0 1240 80.0 85,3 1 70.2 70.2 80.0 90.4 79.8 799 72.0 72.0 I
Maximum design prc=m capaclry chart(PSF) Maximum design pressure capacity chart(PSF)
SerimBI00A1uminum SMI Reinforced SOD 00th 3112w W/riser,Item#36 5 2T Ratro Sill,ham 70 Sarles8T00Aluminum SMI Reinforced SOD with 3112"slll riser,Item 036 d 2TRetro Sill,Item 70
For units Installed In Masonry/Concrete or Metal structure For unitslnstal/ed In Wood
Height Nerliml Single Panel Width(in) Height Noninal Single F9nel Wdth(In) - I
(h) 24.0 340 310 420 48.0 54.0 60.0 (in) 74.0 340 36.0 420 410 54.0 80.0
Pos Nap Pos Neg Poe Nag Pos Neg Poa Neg Pos Neg Pos Neg Pos Nog I Pos I Neg Pos Nag Pos Neg Poe Neg Poe Neg Pos Neg
840 100.0 150.0 1040 150.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 149.6 60.0 100.0 135.5' 100.0 113.4 100.0 148.6 100.0 125.4 100.0 123.4 100.0 113.8 922 922
"o 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 145.8 100,0138.5 840 100.0 128,0 100.0 106.9 100.0 139.8 100.0 125.4 100.0 1152 100.0 107.8 922 922
96,0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 148.7 100.0 120.5 100,0 113.3 06.0 100.0 109.7 91.0 91.0 100.0 118.2 100.0 105.3 9S.0 96.0 89.0 89.0 83.8 83.8
910 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 1040 142.7 100.0 117.1 100.0 110.0 98.0 100.0 1072 88.8 88.6 100.0 1152 100,0 102.6 93.4 93.4 86.5 169 81.3 813
108.0 100.0 150.0 100.0 150.0 100.0 150.0 100.0 138.7 100.0 125,7 11.08.0 96.0 95.0 79.3 79.3 100.0 1@.4 90.8 90.8 82,3 823
114.0 100.0 150.0 100.0 150.0 100.0 146.7 100.0 128.8 100.0 117,3 Fff4,0 90.4 90.4 74.5 74.5 SRO 96.0 84.9 84.9 78,8 76.8
1240 100.0 150.0 00.0 100.0 100.0 138.0 100.0 1219 100.0 110.0 T20.0 85.3 853 70.2 702 90.4 90.4 78.8 79.8 72.0 72.0
Maximum design priassure capacity chart F Maximum design pressure capacity chart(PSF)
Series SIM Aluminum SMI Reinforced SOD with 4114"sill rise;Item 937 Series 81W Aluminum SMI Reinforced SOD with 4114".411 riser,Itam#37
For unitsInstalled In Masonry/Concato or M eta,structure For units Installed In Wood
HeightNoninal Shgle PaneI Wdth(in) Height wrdnal Single Pam]Width(in)
30.0 310 420 48.0 64.0 6010 (61) 24.0 30.0 310 420 48,0 54.0 '60.0
Pas ep Poa Neg Pos Neg Poa Neg Pos Neg Pos Neg Poa Nag Pos Nag Pos Nag Pos Neg Pos Neg Pos Neg Poa Nap Pos Neg
Sao 125.3 150.0 125.3 150.0 125.3 150.0 125.3 1540 1253 150.0 125.3 150.0 1253 149.8 840 125.3 135.5 113.4 113,4 1253 148.6 125.3 125.4 123.4 123.4 1139 113.8 92.2 92.2
61.0 126.3 150.0 125.3 ISOM 125.3 150,0 125.3 150.0 1253 150.0 125.3 1459 125.3 138.5 84.0 125.3 128.0 108.9 106.8 125.3 139.8 125.3 125.4 115.2 115.2 1079 107.8 92.2 92.2
96.0 125.3 150.0 125.3 150.0 125.3 150,0 125.3 1540 125.3 148.7 120.5 120.5 1133 113.3 910 109.7 109.7 91.0 91.0 118.2 118.2 105.3 105.3 96.0 96.0 89.0 89.0 83,8 83.0
98.0 125.3 150.0 125.3 150.0 125.3 150.0 125.3 150,0 1253 1427 117.1 117.1 110.0 110.0 910 1072 107.2 88.8 88.8 1152 115.2 1028 1026 93.4 93.4 865 86.5 81,3 81.3
1080 1253 15D.0 125.3 150.0 125.3 150.0 125.3 138.7 125.3 125.7 1010 BB.O 98.0 79.3 793 1024 1020 90.8 90,8 82.3 82.3 - -
ims 90. 944 74.5 745 96.0 95.0 84.9 849 769 76.8
lao 125.3 150.0 125.3 150,0 125.3 146.7 1253 129.8 117.3' 1173 - 120.0 853 85.3 702 702 80.4 90.4 79.8 79.8 72.0 72.0 - -
124 0 125.3 150.0 1253 150.0 125.3 138.0 121.8 121.9 1110.0 110.0
SIGNED:06/19,/2/r0rr1r/8
oo � DRIVE '10111111/1I
WinDoOr D3 \ Lice
RICORPORATED Phoaarm.wt.ewo V_'VCENSf�..tS
V-V ABIt awv windoodncwm
PANEL HEIGHT AND D.L.O. FORMULA PRODUCT REVISED No.62514
PANEL HEIGHT UNIT HEIGHT - 1 9/16" as complyingwNhtheFlorida 8100 SERIES SMI
/ Buildingcodo REINFORCED & NON-REINFORCED �* t _
MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" r4oaa4o. 17-1219.07 DESIGN PRESSURE CHARTS =a'•li,,Gil/�z/J,
D.L.O. WIDTH NOMINAL PANEL WIDTH - 9 1/2" enpiratloa o 03131!2021 �� =
DRAWN: DWC NO. REV 0�•. STATE OF UJ
sy TJH 08-00878 D �'.,FS '2omp!.•a�j�2�
Miam de Product Control s•ALE NTS DATE 12/03/09 sNEET7A OF 27
Ar
' REVISIONS
24";AX SEE ANCHOR CLUSTER HEAD SEE NOTES REV DESCR�PiIDN DATE APPROVED
18" MAX 0 DETAIL, SHEET 10 INTERMEDIATE ANCHORS 1 & 2 SHT 8
6" MAX. TYP. TYPICAL 11 11TYPICAL D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
6" MAX.
I I TVP.
6- MAX.T T
TYP. -
11' MAX. ANCHORING NOTES:
I
D.C. TVP. 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT
16" MAX. EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME
O.C. TYP. F SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL
z z z AND JAMBS.
-� E E 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE
0 0 0 r ONE ANCHOR AT EACH LOCATION IN HOOK STRIP.
ED 0 0 0 0 120" 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A.PROPERLY SECURED
0 MAX. 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO CRETE-FLEX SS4 WITH
SEE NOTES < < a = HEIGHT SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
1 & 2 0 SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM
SHT 8 SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
> > DETAILS.
SEE NOTES 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20
1 & 2 SHT 8 GA. MINIMUM STEEL STUD USE GRADE 5 x{14 WOOD SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO
6" MAX. 6" MAX. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
rr DETAILS.
NP' 1 NP' 5. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
T :-SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM
1 — _ ALLOWABLE LOAD BEARING SHIM TO BE 1/4".
4" MAX. 4" MAX. 6. ALL FASTENERS TO BE CORROSION RESISTANT.
�- SEE ANCHOR CLUSTER SILL 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
TYP. DETAIL, SHEET 10 INTERMEDIATE ANCHORS TYP. MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
TYPICAL TYPICAL USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW:
4'0 x 10'0 ANCHORING LAYOUT NON-REINFORCED AND REINFORCED UNITS A.WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN B.CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI.
C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1
Number or anchor locations required atJamb;head,all and mullion cluster (OR GREATER).
(2 anchors per location for track,3 hack and 4 track,3 anchors Farlocation for Lack) D.METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD
LH,Ighl SinglePand I10dth(in) BACKING, Fy=33KSI/Fu=52KSI MINIMUM.
24.0 30.030.0 4x0 4s0 6ao eaJambs H8S use Jamba HdS dusts Jambs Hd5 age Jambs HdS ust Jambs H8S 6 1 4 6 1 4 6 2 6 6 2 6 6 3 6 6 3 6 6 3 6
6 1 4 6 1 4 6 2 6 6 2 6 6 3 6 6 3 6 6 3 6
7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 73 6 7 3 8
7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6 7 38
7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3. 6 '8 1 4 6 1 4 6 2 6 6 2 6 8 3 6
120.0 6 1 4 6 1 4 6 2 6 8 2 8 6 3 6
HBS-HEAD AND SILL INTERMEDIATE ANCHORS SIGNED:06/19/2018
7500 Haight
Numbero anchor oca ons SlnplePendWldth(in) anchorper oca on 1nDOOr ORIANDO,FL�eD �����J�SR;!LIOMq��,,��
ON 24.0 30.0 36.0 420 48.0 S[0 Sao INCORPORATED Pbrn`a AMAiooVGENSp'•.S
Sao 6 8 e 6 6 e 6 PRODUCT REVISED P�.m..elass vww•clDdoodncwm
84.0 8 8 8 6 6 8 6 as complying with the Florida - No.62514
96.0 9 6 9 e 9 9 9 NOA-BuildNg Code 8100 SERIES SMI -
NOA�4o. 17-1219.07 REINFORCED & NON-REINFORCED -*�'
eao 9 9 9 9 9 a 9 4'0 x 10'0 ANCHORING LAYOUT AND NOTES �•0 a;
fOdO 10 10 10 10 10 10 Expiration De -03/31!2021 I� �/ <tl
STATE OF <[/`
114.0 11 11 11 11 11 gy DRAWN: DWO NO. RN �'C�'•.,!c(ORto?;:
120.0 11 11 11 11 11 MIemF Dede Product Contra SCALE NTS DATE 12/03/09 OS s00tg880F 27 D ',��sS�r�i N,�iiit�`�````
Ar
REVISIONS
REV DESCRIPTION DATE APPROVED
24" MAX SEE ANCHOR CLUSTER HEAD SEE NOTES D REVISED PER NEW REOUIREMENTS 11/30/17 R.L.
18" MAX O C `DETAIL, SHEET 10 INTERMEDIATE ANCHORS 1 & 2 SHT 9
6" MAX TYP 1 TYPICAL PICAL
6" MAX.
TYP
6" MAX.T_ ANCHORING NOTES:
TYP 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT
11MAX. EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME
O.C. TYP. SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD,
SILL AND JAMBS.
2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK, HAVE
o a ONE ANCHOR AT EACH LOCATION IN HOOK STRIP.
16" MAX. F o o 9 MAX 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY
O.C. TYP. HEIGHT z z rh SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO
z
DO o 0 o Y CRETE-FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A l 1/4"
J J J o SEE NOTES
MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
a < a = 1 & 2 SHT S DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SEE NOTESw m 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED
1 & 2 > 6" MAX. 20 GA. MINIMUM STEEL STUD USE GRADE 5 #14 WOOD SCREW WITH
SHT 9J TYP. SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
6" MAX.T- 5. INSTALLATION DETAILS.
TYP SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
4 1/4" MAX. SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM
TYP.
I SEE ANCHOR CLUSTER SILL J TYPALLOWABLE LOAD BEARING SHIM TO BE 1/4".
TYP. ff DETAIL, SHEET 10 INTERMEDIATE ANCHORS 6. ALL FASTENERS TO BE CORROSION RESISTANT.
TYPICAL TYPICAL 7. 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
5'0 x 8'2 ANCHORING LAYOUT NON-REINFORCED AND REINFORCED UNITS MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN B.CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI.
C.MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
Number of anchor locations required atjamb;head,sTf and mullion duster TYPE 1 (OR GREATER).
(2 anchorsparlors*on fort track,3 track and 4 track,3 anchomperlocadon for 5 track) D.METAL FRAMING — 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD
Haight SInO(ePonalWidth(in) BACKING, Fy=33KSI/Fu=52KSI MINIMUM.
(ln1 24,0 30.0 30.0 420 460 54.0 00.0
Jambsj HOS cluster[Jambal H65 IdUstar Jambsi H6S PUster Jambs H6S Icluster Jembs H6S Cluster Jambs HBS usa ambsi H65 duser
80.0 B 1 1 4 8 1 1 1 4 B 2 6 6 2 1 8 8 3 6 6 3 6 1 6 1 3 B
84.0 6 1 4 6 1 4 6 2 8 6 2 B 8 3 8 8 3 6 1 B 3 6
960 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 1 3 6 7 3 6
88.0 7 1 4 7 1 4 7 2 6 7 2 8 7 3 8 .7 3 6 . 7 3 6
1060 7 1 4 7 1 4 7 2 6 7 2 6 7 3 6 7 3 6
1lLo B 1 4 8 1 4 a 2 B B 2 e B 3 6 -
l240 B 1 4 8 1 4 8 2 8 8 2 6 e 3 8
HBS-HEAD AND SILL/NFERMED/A7E ANCHORS SIGNED:06/79/2016
7500 AMSTERDAM DRIVE
Numbero anchor locations ut oo p anchor ar location) J11A1111.11fffrr
,,Wi Door ORLANDO,FL 32832 ......HelOht sfnplePanal Width pnl
on) 24.0 30.0 360 42.0 460 "0 00.0 INCORPORATED v��1°� � a�Of e�m :� \• JO�sP';s
B40 a B 8 8 8 a 8 PRODUCT REVISED
as complying with the Florida No.62514 '
eco B 8 a 8 a 8 8 Building Code 8100 SERIES SMI —
98.0 9 9 a 9 B 9 e NOA-No. 17-1219.07 REINFORCED & NON—REINFORCED =* 'r=
Me 9 9 a 8 9 9 9 ExpimtlonDat 03!3172021 5'0'x 8'2 ANCHORING LAYOUT �':�,pe �
1060 10 10 10 10 10 10 sraTFDF kJ,
11L0 11 11 11 11 11 gy DRAWN: DWG NO. REV i�i(.�
1240 11 11 11 11 11
mlamlo Prouctcontml TJH 08-00878 D
sciLE NTS DATE 12/03/09 SHEET OF 27 'rrraNA;AAAA.
VERTICAL CONDITION REv DESCRIPTION REVISIONS DATE I APPROVED
4" MAX. 4" MAX. D REVISED PER NEW REOUIREMENTS 11/30/17 R.L.
4" 4"
4" MAX. MAX. 4" 4 3/4"
MAX. MAX. SEPARATION 4 3/4" 4 3/4"
423/8- SEPARATION S PARABTION SEPARATION SEPARATION
POCKET
INTERIOR
CLUSTER DETAIL 2 TRACK� ��p� ' ''(�3 TRACK I� 4 TRACK 5 TRACK
2-TRACKSYSTEM I � EXTERIOR
VERTICAL CONDITION 2 3/16" J 6 15/16" 4 13/16" 4 15/32" HOOKSTRIP ANCHOR LOCATIONS
SEPARATION I 4 9/16" SEPARATION��l SEPARATION SEPARATION SEE DETAILS INSHEEF23
SEPARATION HEAD&SILL ANCHOR LOCATIONS
SEE DETAILS IN SHEETS20,20A,21,21A,22 AND 22A
4 3/4" SEE CHARTS ON SHEET 8 AND 9 FOR
CLUSTER ANCHOR QUANTITY REQUIRED I 5 TRACK
4 TRACK 4 3/4
CLUSTER DETAIL 3 TRACK SEPARATION
3-TRACKSYSTEM VERTICAL CONDITION 2 TRACK _
7 1/8"
VERTICAL CONDITION 4" MAX. 4" MAX. 2 3 8 4 3/4" SEPARATION 4
4" MAX. 4" MAX. 4 4" SEPA7ATION SEPARATION SEPARATION
4. MAX. MAX. 4. t -�
4" 4"
4.. MAX. MAX. 4.. MAX. MAX.
4 I„>Fx• JAMB ANCHOR LOCATIONS
SEE DETAILS IN SHEETS 20,20A,21,21A,22 AND 22A
:43/4"
7 1/8"
4 3/4"
CLUSTER DETAIL CLUSTER DETAIL
4-TRACK SYSTEM S-TRACK SYSTEM
PANEL CONSTRUCTION: SIGNED:06/1912018
ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-T6 ALUMINUM. VERTICAL STILES ARE NOTCHED 7500 AMSTERDAM DRIVEV1�11II Iil1/1l/
TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 z 1 1/4" SQ. DRIVE WinDoor ORLANDO,FL32832 `\VSR;,LOM��•,�
SCREW AT EACH END, ITEM #47. ALL PANELS HAVE AN INTERIOR AND EXTERIOR INCORPORATED Phono 0T len° �` �J:'t10ENSF'•9s
APPLIED GLAZING STOP. n..� 0181" www•.windood=mm
PRODUCT REVISED No.62514
FRAME CONSTRUCTION: s compW!ng with the Florida 8100 SERIES SMI =
Building oae REINFORCED & NON-REINFORCED
EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH /17 TYPE NOA-No. 77-1219.07 ANCHORING DETAILS AND NOTES =b
A SS SCREW, ITEM X48, (2) AT EACH CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME, (3) AT EACH ElcpirationD 03/31/2021 '� STATE OF u
CORNER ON 4 TRACK FRAME AND (3) AT EACH CORNER ON 5 TRACK FRAME. DRAwN: owo No. REV
.�.n •.,._ OR10P.;:G��?`
Miam ade Pro uct control SCALE NTS — 12/03/09 08 SHEET 10 OF 27 0 l'l,�sS�Gi
Ar
PARTS UST REVISIONS
NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPRON DATE I PROVED
1 FS-04641 2 TRACK WS FRAME HEAD KEYMARK ALUMINUM 6063-T6 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
2 FS-04788 2 TRACK WS FRAME JAMB KEYMARK ALUMINUM 6063-T6
3 S-44119 2 TRACK NSWS SILL PAN KEYMARK ALUMINUM 6053-T6
4 S-44121 2 TRACK WS SILL INSERT KEYMARK ALUMINUM 6053-T6 1 OA. .
3/8" AIR 1" O.A.
5 T-32124 5 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 SPACE3/8" AIR SPACE 9/16" O.A.
060
6 T-32123 5 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 . HS 3/16" HS
060" 7ROSIFOL PVB .060" SAFLEX 035" SGP
7 FS-02180 3 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 3/16" TEMP BY KURARAYPVB BY EASTMAN 1/4" HS BY KURARAY
8 FS-02181 3 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 3/16" HS 3/16" TEMP 3/16" HS 1/4" HS '
9 S-44123 3 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6 EXTERIOR INTERIOR , EXTERIOR INTERIOR + EXTERIOR INTERIOR `
10 S-44117 3 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6
" " "
11 FS-02071 4 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 52 1GLASS 1GLASS 1GLASS
BITE 52 BRE 51 BITE
12 FS-02070 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6
13 S-44118 4 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6 43 68 43 68 41 66
14 S-22124 4 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 82 55 82 55 55
15 FS-01882 FRAME HEAD INSERT KEYMARK ALUMINUM 6063-T6 GLAZING TYPE E
GLAZING TYPEA GLAZING TYPE C
16 FS-01883 FRAME JAMB INSERT KDWK ALUMINUM 6063-T6 SMALL MISSILE IMPACT SMALL MISSILE IMPACT SMALL MISSILE IMPACT
17 FH-01869 TOP RAIL KEYMARK ALUMINUM 6063-T6 REINFORCED&NON-REINFORCED UNITS REINFORCED&NON-REINFORCED UNITS REINFORCED&NON-REINFORCED UNITS
18 FH-04723 BOTTOM RAIL KEYMARK ALUMINUM 6053-T6
19 FS-04766 TALL BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 1" O.A.
20 NPG PANEL GUIDE NYLON 3/8" AIR 9/16" O.A. 9/16" O.A.
21 FH-01871 LOCK STILE KEYMARK ALUMINUM 6063-T6 SPACE 3/16" HS .060" iROSIFOL PVB .060" SAFLEX
035" SGP BY KURARAY PVB BY EASTMAN
22 FH-05044 INTERLOCK STILE KEYMARK ALUMINUM 6063-T6 BY KURARAY 1/4" HS 1/4" HS
3/16" TEMP
23 FH-04767 FEMALE BUTT STILE EXT.OFFSET KEYMARK ALUMINUM 6063-T6 3/16" HS 1/4" HS 1/4" HS
24 FH-04750 MALE BUTT STILE EXT.OFFSET KEYMARK ALUMINUM 6063-T6 EXTERIOR INTERIOR + EXTERIOR INTERIOR + EXTERIOR INTERIOR
25 FH-04826 FEMALE BUTT STILE INT.OFFSET KEYMARK ALUMINUM 6063-T6
26 P7559AM DUST PAD 1.244"x.5"x 2.34" 1" GLASS 1" GLASS O� 1" GLASS
52 BITE gt BITE gi BITE
27 FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 6063-T6
28 FS-04754 PLAIN STILE INTERLOCK KEYMARK ALUMINUM 6063-T6 43 68 41 68 41 68
29 FS-04755 PLAINSTILE INTERLOCK COVER KEYMARK ALUMINUM 6063-T6 55 55 55
30 FS-05382 INTERLOCK SNAP COVER KEYMARK ALUMINUM 6063-T6 B2 GLAZING TYPE B GLAZING TYPE D GLAZING TYPE F
31 FS-02725 STILE JAMB INSERT KEYMARK ALUMINUM 6063-T6 SMALL MISSILE IMPACT, SMALL MISSILE IMPACT SMALL MISSILE IMPACT
32 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6063-T6 REINFORCED&NON-REINFORCEIO UNITS REINFORCED&NON-REINFORCED UNITS REINFORCED&NON-REINFORCED UNITS
33 FH-03693 1 3/4"SILL RISER KEYMARK ALUMINUM 6063-T6 SIGNED:06/19/2018
34 FH-03652 2 1/4"SILL RISER KEYMARK ALUMINUM 6063-T6
35 FH-03653 3"SILL RISER KEYMARK ALUMINUM 6063-T6 WinDoor 7500ORLAMSTERDAM
.�`A`tgR ILO/'(/��i,�
....:......M
36 FH-03654 3 1/2"SILL RISER KEYMARK ALUMINUM 6063-T6 J. q
c PRODUCT REVISED 3NCORPORATF.D Pb—^07A$M,8d0 �. JcENSF'••.S �.
37 FH-03655 4 1/4"SILL RISER KEYMARK ALUMINUM 6063-T6
as complying with the FloridaNo.82514
38 FS-02173 HOOK STRIP KEYMARK ALUMINUM 6063-T6 Building Code 8100 SERIES SMI z
NOA No. 17-1219.07 REINFORCED 8t NON-REINFORCED ice _
39 FS-04476 HOOK STRIP WALL COVER KEYMARK ALUMINUM 6063-T6 Expiration D q 03/31/2021 B.O.M. & REINFORCED GLAZING DETAILS
FS-04477 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 6063-T6 PARTSLISTCONTINUED O 4-
40TATE OF
ON SHEET 12 Mlam a Pro Control TJHN. Dwo No. 08-00878 RD 1'��5+''�O .... 0 '
41 FH-01877 9/16'HORIZONTAL CLASS STOP KEYMARK ALUMINUM 6063-T6 C�
42 1 FH-01878 9/16-VERTICAL GLASS STOP IKEYMARK ALUMINUM 6063-T6 scAEE NTS DATE 12/03/09 CEO 11 OF 27 �''SiONAL,,,,,
PARTS LIST PARTS LIST CONTINUED REVISIONS
NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL FROM SHEET 11 REV DESCRIp110N DATE APPRO"ED
43 FS-01879 1*HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 0 REVISED PER NEW REQUIREMENTS 11/3D/17 R.L.
44 FS-01880 1'VERTICAL GLASS STOP KEYMARK ALUMINUM 6063-T6
45 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-T6
46 FH-05045 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6053-76
47 FH-03916 FEMALE BUR STILE REINFORCING BAR KEYMARK ALUMINUM 6063-T6
48 FS-02210 FRAME HEAD COVER KEYMARK ALUMINUM 6063-T6 OPTIONAL SCREENS
49 FS-02208 SILL COVER KEYMARK ALUMINUM 6063-T6
50 SCREEN SPLINE
51 TP983 9/16'GLAZING VINYL VINYL 57 57
52 TP1051 1'GLAZING VINYL, VINYL
53 #1988-9000 TANDEM ROLLER
54 2468 IDUAL POINT MORTISE LOCK&KEEPE
55 TP990 CLASS SETTING BLOCK 72 76
56 TP876 INTERLOCK BUMPER RUBBER
57 W333517K000D FINSEAL.187 x.350 50
58 W332217XOOGD FINSEAL.187 x.240 50
59 W2314171<000D FINSEAL.187 x.140
60 131017 #8 x 1/2'PH TEK SCREW
61 S-44115 2 TRACK NS INSERT
62 131018 #8 x 3/8'PH TYPE B SS 18-8 SS
63 131004 #10 x 1 1/4'TYPE F SS
64 131020 #7 x 5/8'PH TYPE A SS 410 SS
65 131011 #8 x 2'FH TEN SCREW 410 SS
66 131009 J10 x 3/4'FH TEK SCREW 410 SS 72 76
67 LCS068-N5 SNAP IN SILL GATE PLASTIC
68 SIKAFAST 552 GLAZING COMPOUND SIKA URETHANE -
57 O 57
69 T-32122 5 TRACK SILL PAN KEYMARK ALUMINUM 6063-T6
70 S-44120 2 TRACK NS/WS RETRO SILL PAN KDWK ALUMINUM 6063-16
71 SMI GLAZING SEE SHEETS 11
72 FH-02727 MT SCREEN TOP/BOTTOM RAIL KDWK ALUMINUM 6063-T6 MT SCREEN BOX SCREEN
VERTICAL CROSS VERTICAL CROSS
73 FH-02728 MT SCREEN STILE KEYMARK ALUMINUM 6063-TBI SECTION SECTION
74 FH-02729 MT SCREEN STILE W/SEAL KEYMARK ALUMINUM 6063-T6 TO BELISEDWRH2TRACK, TO BE USED WRN2TRACKWS
75 FS-02730 MT SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-T6 2TRACKRETRO,3TRACK AND 2TRACKRETROWS
AND 4TRACKFRAME SYSTEMS FRAMESYSTEMS
76 FH-02300 BOX SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 SIGNED:06/19/2018
77 FH-02395 BOX SCREEN STILE KEYMARK ALUMINUM 6063-T6
78 FS-02209 BOX SCREEN SWEEP KEYMARK ALUMINUM 6063-76 WinDoor pODTEMAMDRIVfi \\``\J\S R.1L0l I 4� '
O,FL 32832
79 FS-02650 BOX SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-T6 1NCORY0RATED °bni.:aT,ul.xuu y,:VQEA13f••.S
t4cV.Mmes u 'Wuuloodnccom
80 7500 A04 SIGN TORE HANDLE SET PRODUCT REVISED 6251481 T-32125 5 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 as complying with the Florida 8100 SERIES SMI Building Code
62 TP990 LASS SPACER HELMA ALUMINUM AW-3000
NOA-No. 17-1219.07 REINFORCED & NON-REINFORCED
CB.O.M. & NON—REINFORCED GLAZING DETAILS = )3
83 J8 x 3/4'PH TEK SCREW Expiration Dato 03I31I2021 %��'•• 3TgTE DF 2!/�
DRAWN: DWC ND. REV ���•. R1
84
84 010 x 3/4'PH TEK SCREW MIamF- oProductControl TJH 08-00878 D �i�Ssx�""••••"�r1`���
85 FS-04791 FIXED PANEL Z-CUP KEYMARK ALUMINUM 6063-76 JICAUI NTS DATE 12/03/09 ISHEE112 OF 27
REVISIONS
REV DESCRIPTION GATE APPROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
1 15 57 20 SEE NOTE 48 7 15 57 20
SHT. 14
SEE NOTE 48
SHT, 14 11 20 57 15
17 17 UL—mv
17 63 17
63
63 "
68 43OR 68
Q n n 41 68
IUI IVI 41 EXTERI43 n INTERIOR
51
63 INTERIOR 51 U 4t
EXTERIOR EXTERIOR 71 18 OR 19 71 71
t a ORt 9 INTERIOR 53
52 51
53 �}
51 SEE SHEETS 7 & 7A
u 63
57 33 OR 34
41
3 OR 70 63 SE SHER34
7 & 7A 57 E SHEET 7 & 7A 63 53 35 OR 36
33 OR g 33 OR 37
35 OR 10 35 OR 36 18 OR 19 63 SILICONE
SEALANT
4 � 37 37
%SEALA*NT
NE
67
SILICONE
SEALANT 67
62 67 49 SEE NOTE 57 49 SEE NOTE 57 57 13 14 62
SHT. 14 SHT. 14 SECTION C
SECTION A SECTION B 4 TRACK FRAME SYSTEM WITH 3'SILL RISER SHOWN,ALL SILL RISERS MAYBE USED
2 TRACK WS FRAME SYSTEM W TH 3'SILL 3 TRACK FRAME SYSTEM WITH 4 174'SILL RISER SHO WN,ALL SILL RISERS MAY BE USED SEE D.P.TABLE SHEETS 7&7A SIGNED:06/19/2018
RISER
RETROAND PTRACKNSRERTOBIILLSAND ALL SEE D.P.TABLE SHEETS 7&7A WinDoor OORLANDOFDL328923& � ;!LO����i
SILL RISERS MAYBE USED.SEE D.P.TABLE J •' q
SHEE7S787A INCORPORATED r�maal.emo Y.•'•�10EN8F''•lP
V--Allm waw.windo^,...,,..,
PRODUCT REVISED ,
as complying with the Florida 8100 SERIES SMI = 62514 _
Building Code
REINFORCED & NQN-REINFORCED
NOTE:
NOA-No. 17-1219.07
VERTICAL CROSS SECTIONS -
SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND 23 FOR TYPICAL Explm an /31/2021
Q STATE OF
ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC DRAWN: DWG N0. 'IV
:.(
SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. By TJH OB-00878 D '�i�S '20R10P-. G\`�
Mlaml-D. o Product Control S, NTS DATE 12/0309 SHEET 13 OF 27 ��'�S;�NAL E?���
REVISIONS
SEE NOTE
SHT. 14 REV DESCRIPMN GATE MPROlED
8 27 26 83 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
64
SEE NOTE
SHT 14
85 57 40
84 58 21 44 52
INTERIOR INTERIOR 38 84 56 28
64
71 60
84
29
32
EXTERIOR o
71 25 45 66 48 HEAD
SECTION D 49 SILL
PLAIN STILE AT 3 TRACKJAMB
EXTERIOR
80 51 42 21
12 SECTION H
71 INTERIOR 54 FIXED PANEL NOTES: REINFORCED/NON REINFORCED EXTEROR HOOK STRIP INTERLOCK STILE AT
1. FIXED PANEL TO JAMB CONDITION:
64
t� FIXED PANEL IS SEURED TO THE JAMB WrH (2) ITEMS #85, FIXED PANEL Z—CLIP. ONE Z-
32 21 54 CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM BOTTOM OF PANEL
42 51 32 UP. EACH Z—CLIP IS ATTACHED TO PANEL WITH (3) ITEM # 84, #10 x 3/4" PH TEK
2 SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) ITEM #84, #10 x 3/4" PH
INTERIOR 59 TEK SCREWS. SECTION D SHEET 14, SECTION EE SHEET 18 AND SECTION Z SHEET 18
SHOW A FIXED PANEL TO JAMB CONDITION.
2. FIXED PANEL TO FIXED PANEL CONDITION:
59 51 42 21 TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM #83, #8 x 3/4" PH TEK SCREW.
57 THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL
PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER.
a SECTION D SHEET 14, SECTION DD SHEET 19, SECTION 0 SHEET 15, SECTION U, SHEET 16
EXTERIOR AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION.
64 27 NOTE:
57 SEE NOTE SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS
SHT. 14 SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND
48 HEAD JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR.
SIGNED:06/19/2018
27 49 SILL ��TT�� 7500AMSPERDAMDRIVE `\111111rruii/��
EXTERIOR sa W1i11J00r ORLANDO,FL3283z ,.��J�Sf?:.!o.Mq'''.,�
80 INCORPOATED a.ir'n a�mos w.w.vindooenecom �!• 410ENsf
R ••,s
PRODUCT REVISED `
64 as Building CooAewl h the Florida No.62514
8100 SERIES SMI
Non No. 17-1219.07 REINFORCED & NON—REINFORCED -*
Explra0on Date 03131/2027 HORIZONTAL CROSS SECTIONS
DRAWN: OWC N0. REV ��.f�'••. STATE OF
SECTION F BY ,F FEORID�.:�,•?:
LOCK STILEAT2 TRACKJAMS SECTIONS miamwad ro ro1 TJH 08-00878 D '.,s/pNALE�`�
�jyC� S
LOCK STILEAT4 TRACKJAMB �/ SCALE NTS DATE 12/03/09 SHEET 14 OF 27 �h�IIIIIIN�
REVISIONS
REV DESCRIP710N DATE API"—.
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
80
48 SEE NOTE 6
5 SHT. O 20 57 15
71 INTERIOR 54
64
32
17
59
63
41 51 42 21 57
68
INTERIOR EXTERIOR
51 27
41 SEE NOTE
SHT. 14
EXTERIOR 71 48 HEAD
49 SILL
64
51
SEE SHEETS 7 & 7A
33 OR34
63
53 35 OR 35
37
18 OR 19 63 SILICONE
SEALANT
67 49 SEE NOTE 57 57 69 81 62 SECTION E
SHT, 14
SECTION C LOCK STILE AT 5 TRACKJAMB
SIGNED:06/19/2018
5 TRACK FRAME SYSTEM WITH 3°SRL RISER SHOWN,ALL SILL RISERS MAYBE USED _
SEED.P.TABLESHEETS7&7A W].t].DOOZ 7ORL5000A2aTERDAMDRIVE
32
INCORPORATED r.v.m.avnos wwa.vdndooaacwm ��• OC se''•S
PRODUCT REVISED
as complil aq with the Florida 8100 SERIES SMI = •b7$14 —
NoA-n0 o e REINFORCED & NON—REINFORCED
NOMNo. 17-1219.07 -
NOTE: Expiration0 0313112021 HORIZONTAL AND VERTICAL CROSS SECTIONS ST =-a'. r
SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND 23 FOR TYPICAL oRAwN: owc ND. REv ;Oi. STATE DF ; t[i1
ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC BY i�` -ftR10f;.-� \��
SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. Mia. de Product Control TJH 08-00878 D S
'CAE NTS JDATE 12/03/09 s"EST 14A OF 27 1EN�U,
SEE RIN. NOTE REVISIONS
80 SHT. 15 REV DESCRIPTION DATE APPROVED
SEE REIN. NOTE 51 42 22 26 66 46 30 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
SHT. 15
23 47 65 32 59 54 21 71 INTERIOR
INTERIO O 6o
Q 58 45 66 SEE REIN. NOTE
SHI. 15
a aoaes i 56 71
51 42 @ 51 42 23 58 32 54 INTERIOR 24 71
66 �
EE REIN. NOT Q d
` HT. 15 EXTERIOR
25
EXTERIOR SECTION L 47
65
REINFORCED INTERLOCK STILE TOREINFORCED SEE NOTE
SECTION J INTERLOCK STILE REIN.
REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE SEE NOTE SHT. 15
71 51 42 25 45 66 SHT, 15
SEE REIN. NOTE
SHT. 15 INTERIOR SECTION N EXTERIOR
80 21 66 45 25 71 REINFORCED MALE BUTT STILE TO REINFORCED
INTERIOR LOCKING BUTT STILE
SEE RIN. NOTE SEE NOTE
58 32 26 21 SHT. 15 SHT. 14
47 65 25 83 32 26 21 44 52 71 i
INTERIOR
52 44 47
Q
47 65 i i
SEE NOTE Q
tvravonn REIN.
65 SHT. 15 EXTERIOR
SEE NOTE SECTION M
EXTERIOR REIN. REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE
SHT. 15
EXTERIOR SECTION O HEAD 48 SEE NOTE
45 65 REINFORCED INTERIORSHT. 14
SEE REIN. NOTE FIXED BUTT STILE TO PLAIN STILE SILL 49'
SHT. 15 SIG D• 9/
54 26 32 58 HEAD 48 SHT.SEE N14 OTE W1111JOOr ORLANDO,FLFMAM L3283D2�� ,,`\\SR:!���j����i,
SECTION K SILL 49 PRODUCT REVISED 7NGORPORATED °6vnc�1B7a�°° �`�:ViceNSF 9s
as Co.plying with the Florida Pa lMAr145Q5 ¢waadndoodOc.com
LOCK STILE TO REINFORCED EXTERIOR FIXED BUTT STILE 6u11dTng Code No.62554
NOA-No. 17-1219.07 8100 SERIES SMI =
REINFORCING BAR NOTE: Expl-tlonDat 3!3112021 REINFORCED & NON—REINFORCED
ITEM #46, INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM 1166. ITEM 1147, FEMALE HORIZONTAL CROSS SECTIONS
BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH Ey �p STATE OF
ITEM #65. ITEM #45. 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BURT STILE AND FEMALE MlamLggd Product Control DRAWN: DWG ND. REV c�'• °LOR10P.:G�=�
BUTT ONE AT STILE
WITH ITEM #66. ALL SCREWS ARE SPACED 6" FROM TOP AND BOTTOM OF STILES AND TJH NTS DATE 12/030, 08-00878
OF 27 D '' ......`\`\
REVISIONS
REV DESCRIPTION DATE APPROVED
80
30 D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.42 22 26
25 26 32 59 54 21 71 INTERIOR
80
INTERIOR �]
58 26 sa 3z 54
5s 51 az 23 INTERIOR 24 71
st az / a 71
66 a a
SHT. 15N.NOT EXTERIOR
23 EXTERIOR SECTION R
SECTION P NONREINFORCED INTERLOCK STILE TO
NON-REINFORCED INTERLOCK STILE
NON-REINFORCED INTERIOR FIXED BUTT STILE TO LOCK
STILE71 51 42 25 45 66 SEE REIN. NOTE
SHT. 15 EXTERIOR
SEE REIN. NOTE SECTION T
SHT. 15 INTERIOR NON-REINFORCED MALE BUTT STILE TO
NONREINFORCED LOCKING BUTT STILE
80 21 66 45 25 71
INTERIOR 25 26 SEE NOTE 83 32 21 41 52 71
sa 32 2s 2t INTERIOR SHT. 15
L�
52 44
\ \ EXTERIOR
SECTION S
EXTERIOR NON-REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE
EXTERIOR
SEE REIN. NOTE HEAD 46 SEE NOTE
45 66 SHT. 15 SECTION U SILL 49 SHT. 14
NON-REINFORCED INTERIOR
FIXED BUTTSTILE TO PLAIN STILE SIGNED:06/19/2018
7500 TERDAM DRrVE
WinDoor ORLANDO,FL3328 2 �.•���g TR;I LOA
PRODUCT REVISED ���•,i�
54 26 32 58 HEAD 48 SEE NOTE INCORPORA'TF.D i ��° wamwiadoodaceom F••.tS�
SILL 49 SHT- 14 as complying with the Florida
SECTION Q Building Code 8100 SERIES SMI No.62
LOCKSTILE TO NON-REINFORCED EXTERIOR FIXEDBUTTSTILE NDA-No. 17-12107 REINFORCED & NON-REINFORCED '* )4�t�
Expiration Data 03/3112021 HORIZONTAL CROSS SECTIONS ='cT
By DRAWN: DWG N0, REV i T STATE OF ;'�✓y��
Mlaml-0 a Pro uct Control
TJH 08-00878 D i <OR1OP.•'G\\
SCALE NTS DATE 12/03/09 SHEEP 16 OF 27 ���SSjONAL e?
REVISIONS
REV DESCRIFNON DATE APPROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
7 15 57 20
SEE NOTE
SHT. 14 48 11 20 57 15
I I B
17
63 17
43 68 63
68
EXTERIOR a 43
ILUIJI
41
63 INTERIOR O INTERIOR
EXTERIOR
18 OR 19 71 71
41
53
51 OR 52 51
63 k57 ,
SEE SHEETS 7 & 7A
34
63 63
y 33 OR SEE SHEETS 7 & 7A
35 OR36 34 OR 33
18 OR 19
10 37 36 OR 35
37
SILICONE SILICONE
SEALANT
SEALANT
62 67 49 SEE NOTE 57 57 13 14 62
87 SHT. 14
SECTION AA SECTION BB
3 TRACK FRAME SYSTEM 4 TRACK FRAME SYSTEM
SEE D.P.TABLE SHEETS 7&7A SEE D.P.TABLE SHEETS 7&7A SIGNED:06/19/2018
7500ANSS7ERDAMDRIVE ``7�71uUllr//7j
WitiDoor ORLANDO,FL 32832 JasR;LO
INCORPORATED etarar.tel.elon uCENSF'•tP i
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PRODUCT REVISED _ No.62514 '
as comp)Ing with the Florida 8100 SERIES LMI
Building Code REINFORCED & NON—REINFORCED -* f *1
NOA--No. 17-1219.07 VERTICAL CROSS SECTIONS ��1
Enpiratlon Da
03131/2021
STATE OF <(/-
DRAWN:
DWG N0. REV FCORIOP.•' \_�
Mlaml- o Product ControlTSGyE NTS DATE 12�03�09 08 sNEOn 17 OF 27 D ',/��Ssf�NAL
REVISIONS
REV DESCRIPTION DATE APPROVED
SEE NOTE SEE NOTE D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
SHT. 15 SHT. 14
8 27 47 65 26 83
64
jp 12
SEE NOTE
57
SHT. 1485 64
84 58 21 44 52
INTERIOR
64
59
27
32 SEE NOTE
EXTERIOR SHT. 14 85
85 84 71 25 45 66 48 HEAD 42 51 71
SECTION EE 49 SILL 84
INTERIOR
PLAIN STILE AT 3 TRACKJAMB
32
64
INTERIOR 80 i AF= �4.
59
71 54 12 57 EXTERIOR
64
64
32
SECTION Z
FIXED PANEL AT 4 TRACK JAMB
52 44 21 57
EXTERIOR
27 SIGNED:06/19/2018
WinD o or 7500 ORLANANDDO,FL 32832 VH \` R.LO4",,,�/'
INCORPORATED YmtmIrt81nvs' ww.windoodnc.wm .� ...........
PRODUCT REVISED
64 13 complying with the Florida NO,62514
Bullding Code8100 SERIES SMI `
NOA-No. 17-1219.07 REINFORCED & NON-REINFORCED -* / *`
HORIZONTAL CROSS SECTIONS �C/[A'Ci
48 HEAD
Expiration Vat 0313112021 uJ,
Q STATE OF !(��
SEE NOTE DRAWN: DWG NO. REV ( •, a P
SECTION V ey Cp •,,<oRIO G`
SHT. 14 qg SILL Mlam do pro uct control TJH 08-00878 D
LOCKSTILEAT3TRACKJAMB sr �� SHEE7
NTS 12/03/09 18 OF 27 ��Il11jj11tt1`
REVISIONS
REV DESCRIPTION DATE PPPROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
SEE NOTE 48
SHT. 14 5 20 57 15
ri
6
IFF nr---
64
17
63
' 59
I�{I InI nI InI InI 68
41 (, . 1J ll U V V27
ILII 41 SEE NOTE
SHT. 14 85 42 51 71
INTERIOR 84
EXTERIOR INTERIOR
71 32
64
LJ aU L! U LJ 51 � .
59
53 EXTERIOR
63 57
A63 SEE SHEETS 7 & 7A 64
34 OR 33
18 OR 19
36 OR 35
37
SILICONE
SEALANT
49 SEE NOTE 57 57 69 81 62
67 SH
14 SECTION Z
SECTION BB FIXED PANEL ATS TRACK JAMB
5 TRACK FRAME SYSTEM
SEE O.P.TABLE SHEETS 7&7A SIGNED:06/19/2018
ORLANDO F 32832RI)AMDlvL `�� \S R,ILO�
WinD00r '�•��.
INCORPOR1fTRD YYA81 ascmiadoodnc.mm : �:'JCENSAc .tST
PRODUCT REVISED 8100 SERIES SMI _ No.62514
as complying with the Florida REINFORCED & NON—REINFORCEDBuildi
NOA-
ng Code
NOA�1o. 17-1219.07 HORIZONTAL AND VERTICAL CROSS SECTIONS 5T ^'9
STATE OF !(/�
Expiration Data 03131/2021 DRAWN: DW0 N0. REV �� ,�LORiDp!.•'' \���
TJH 08-00878 D
miaml- a Product Control S— NTS JDAE 12/03/09 ISHEET18A OF 27 ''��s�, 'NAL E?�`
REVISIONS
58 4 22 26 71 REV DESCRIPTION DATE APPROVED
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
SEE NOTE
SH . 14
25 83 32 26 2152 44 56
fNTERIOR
SEEREIN. NOTE
SHT. 15
58 30 66 22 26 46 71
EXTERIOR SECTION DD SEE NOTE
SEE NOTE 48 HEAD NON-REINFORCED FIXED PANEL
SHT. 14 49 SILL TO FIXED PANEL AND INTERLOCK 47 65 25 83 32 26 21 52 44 56 /
INTERIOR
i
EXTERIOR
J49
HEAD SECTION CC
SEE NOTE REINFORCED FIXED PANEL
SHT. 14SILL TU FIXED PANEL INTERLOCK
SIGNED:06/19/2018
AMMRDAM WI11Door ODRIANDO,FL3D �•�`���R:!Lo
INCORPORATP.D re��+meauuoo '�� �,.•'�yCENSF'••t$� i
PRODUCT REVISED iI 4MAM1 �'•Windooii cc z
as mplyyingwithihoFlorida 8100 SERIES SMI Na.62614
Building Code '
NoA-No, 17-1219.07 REINFORCED & NON-REINFORCED
Explrotlon Da 03131/2021 HORIZONTAL CROSS SECTIONS O ,(Iyw!R=
By DRAWN: DMO N0. REV T PZORIDP,.••\2��`
Mlaml-Dbdo Product Control OB SCALE NTS DATE 12/03/09 s0087 D
OF 27
REVISIONS
2 1/2" MIN. 1 2 3/8" MIN. MASONRY/CONCRETE REV DESCRIPTION DATE APPROVED
EDGE DIST. SEPARATION BY OTHERS
D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
1X BUCK BY OTHERS. N �-4
1X BUCK TO BE p 4 4" MIN.
PROPERLY SECURED 1 1/4"
(SEE NOTE 2 SHT. 1) a EMBEDMENT
1 1/4" MIN. 1/4" MAX.
�I EMBEDMENT SHIM
L 1/4•' ELCO
1/4"MAX CRETE-FLEX
SHIM SS4
BACKER ROD AND SEE NUMBER OF ANCHORS a INTERIOR
APPROVED SEALANT REQUIRED AT JAMBS :Q
BY OTHERS PER TABLE SHEETS 8 & 9
1/4" ELCO c d
CRETE-FLEX 2 3/8" MIN. EXTERIOR
SS4 SEPARATION
O U ll U
EXTERIOR INTERIOR 2 1/2" MIN.
FASTENER HEADS
EDGE DIST. a TO BE COVERED
d, WITH APPROVED
cul SEALANT
1X BUCK BY OTHERS, BACKER ROD AND
1X BUCK TO BE APPROVED SEALANT
PROPERLY SECURED BY OTHERS
(SEE NOTE 2 SHT. 1)
1/4" ELCO
CRETE-FLEX FASTENER HEADS 2 TRACKFRAME JAMS INSTALLATION
SS4 TO BE COVERED IX BUCK To MASONRY/CONCRETEINSTALL1TION
WITH APPROVED NOTE:
SEALANT CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN.
SILL TO BE SET ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS.
IN BED OF APPROVED SEE SHEET 10 FOR O.C. ANCHOR SEPARATION.
SEALANT OR
NON-SHRINK GROUT
2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK, 4 TRACK &
1 1/4" MIN. 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE
EMBEDMENT USED. SEE D.P. TABLES SHEETS 7 & 7A. SIGNED:06/19/2018
00
AM DRIVE
v 0�BY OTHERS W1nDOOr ORLANDO, .a000si<cam gtFttEN�S0MASONRYCONCRETE 6F�.•'ct�t
INCORPORATRD
i
2 1/2" MIN. 2 3/18" MIN. PRODUCT REVISED ~
EDGE DIST. SEPARATION100 SERIES SMI _ No.ersla
as complying with the FloridaFlorlde
Building Code REINFORCED & NON-REINFORCED
NDA-No. 17-1219.07 INSTALLATION DETAILS
2 TRACK FRAME VERTICAL INSTALLATION Expiration Date 03/31/2021
DRAWN: DWO NO. REr ;T'•., ^�OF '��,�
.MASONRY/CONCRETE INSTALLATION B FCORIOP.•'G?�
BY. TJH OS-00878 D S "••••'
Mimn P duct Control SCALE NTS GATE 12/03/09 SHEEP 20 OF 27
REVISIONS
2 1/2•' MIN. 4 3/4" SEPARATION 4 3/4" SEPARATION MASONRY/CONCRETE ReA DESCRIPTION GATE APPROVED
EDGE DIST. BY OTHERS
D REVISED PER NEW REOUIREMENTS 1 11/30/17 JR.L.
1X BUCK BY OTHERS, 4
1X BUCK TO BE p 4
PROPERLY SECURED 4 1 1/4" MIN.
(SEE NOTE 2 SHT. 1) 4 o EMBEDMENT
1 1/4" MIN. 1/4" MAX.
EMBEDMENT. � � SHIM
1/7MAX. SEE NUMBER OF ANCHORS 1/4" ELCO
SHIM REQUIRED AT JAMBS CRETE-FLEX
PER TABLE SHEETS 8 & 9 SS4
BACKER ROD AND
APPROVED SEALANT
BY OTHERS
1/4" ELCO FASTENER HEADS
CRETE-FLEX TO BE COVERED
SS4 4 3/4" a WITH APPROVED
n n n n n n SEPARATION SEALANT
EXTERIOR 11 4J 11 U V U INTERIOR INTERIOR
a a
EXTERIOR
4 3/4" 1X BUCK BY OTHERS,
SEPARATION 4 1X BUCK TO BE
1/4'• ELCO d PROPERLY SECURED
CRETE-FLEX FASTENER HEADS (SEE NOTE 2 SHT. 1)
SS4 TO BE COVERED
WITH APPROVED a
SEALANT Al BACKER ROD AND
SILL TO BE SET a APPROVED SEALANT
IN BED OF APPROVED
zum BY OTHERS
SEALANT OR
NON-SHRINK GROUT 2 1/2" MIN.
EDGE DIST. cd
ov
MASONRY/CONCRETE 4DIST.
° 75 TRACKFRAMEJAMB INSTALLATION
IKZ4
BY OTHERS IX BUCK TO MASONRY/CONCRETEINSTALLATION SIGNED:06/19/2018
2 4 13/16' SEPARATION 4 15/32" �y� yy�� 7500AMSTHRDAMDRIVLEDSEPARATION W inDoor ORLANDO,FL32832
5 TRACK FRAME VERTICAL INSTALLATION INCORPORA'TP.D Pb pTAn240p \,,:VcENsg'•.c9':�
P.�Allltsm u vindoodnc m
MASONRY/CONCRETEINSTALLAIION PRODUCT REVISED 8100 SERIES SMINn.82514 '
..eomplying with tho Fl-lda
sullding Coda REINFORCED & NON-REINFORCED
Non No. 7T-1219.07 INSTALLATION DETAILS
E><plratfon Data 03!3'1/2021 ��Q STATE OF
DRAWN: REV ��TS•,F<OR
DWC N0. IDP.•a\���
sy TJH 08-00878 D G
Mfaml-Da ePro uet Control SCALE NTS DATE 12/03/09 SHEET20A OF 27 S
I
Ar
1" MIN. 1 4 3/4" SEPARATION REVISIONS
EDGE DIST. PEV DESCRIPTION MTE APPROVED
DOUBLE 2X BUCK/WOOD D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
FRAMING BY OTHERS, 2X
BUCK TO BE PROPERLY
SECURED 1 5/8" MIN.
(SEE NOTE 2 SHT. 1) EMBEDMENT
1 5/8" MIN. 1/4" MAX.
EMBEDMENT � SHIM
DOUBLE 2X BUCK/WOOD
1/4" MAX. FRAMING BY OTHERS, 2X x(14 WOOD SCREW
BACKER ROD AND SHIM BUCK TO BE PROPERLY
SECURED
APPROVED SEALANT
BY OTHERS (SEE NOTE 2 SHT. 1)
#14 WOOD SCREW FASTENER HEADS
TO BE COVERED
WITH APPROVED
4 3/4" SEALANT
SEPARATION
INTERIOR
C D
EXTERIOR INTERIOR
TIT. 1" MIN.
EDGE DIST. is
�- EXTERIOR
FRI, SEE NUMBER OF ANCHORS 3TRACKFA4MEJAMBINSTALLATlON
REQUIRED AT JAMBS 2KBUCK/WOODFRAME INSTALLATION,
PER TABLE SHEETS 8 & 9
x/14 WOOD SCREW
NOTE:
FASTENER HEADS 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3
SILL TO BE SET TO BE COVERED TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 4
IN BED OF APPROVED WITH APPROVED TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR
SEALANT OR SEALANT SEPARATION.
NON—SHRINK GROUT
3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK, 4 TRACK
& 5 TRACK ARE SIMILAR, ALL APPLICABLE SILL RISERS MAYBE
DOUBLE 2X BUCK/WOOD USED. SEE D.P. TABLES SHEETS 7 & 7A. SIGNED:06/19/2018
FRAMING BY OTHERS, 2X 1 5/8" MIN. �yJ 111111111,
BUCK TO BE PROPERLY ,,n,�77�� 7500 ANDO,FRAM DRIVER,
EMBEDMENT W 111 l JQQ ORLANDO,FL 32832
(SEE NOTE 2 SHT. 1) IIICORPORATED L�..°,wi01�n'1B1as A Wwvandootinccom '7lCENSF'.tS
PRODUCT REVISED 8100 SERIES SMI No.82574 '
ea complying with the Florid.
Building Code REINFORCED & NON—REINFORCED
1" MIN. INSTALLATION DETAILS '•a ,�f('/
EDGE DIST. 4 9/16" SEPARATION rtoa�to. 1T-1219.07 %DC7'• STATE OF
3 TRACK FRAME VERTICAL INSTALLATION ExPlratIon Det 03/31/2021 DRAWN: DWG N0. REV F(ORlOi
TJH 08-00878 D ......
2XBUCK/WOODFRAME INSTALLATION Mlem eProductcontro SCALE NTS DATE 12/03/09 SNEET21 OF 27 �''�is„�NAL ``
1" MIN. RE BIONS
EDGE DIST. 4 3/4" SEPARATION 4 3/4" SEPARATION
REV DESCRIPTION DAT( APPROVED
DOUBLE 2X BUCK/WOOD D REVISED PER NEW REOUIREMENTS 11/30/17 R.L.
FRAMING BY OTHERS. 2X
BUCK TO BE PROPERLY
SECURED 1 5/8" MIN.
(SEE NOTE 2 SHT. 1) EMBEDMENT 1 5/8" MIN. 1/4" MAX.
J EMBEDMENT SHIM
1/4' MAX #14 WOOD SCREW
BACKER ROD AND SHIM
APPROVED SEALANT
BY OTHERS
1114 WOOD SCREW FASTENER HEADS
TO BE COVERED
WITH APPROVED
INTERIOR 4 3/4" SEALANT
SEPARATION
INTERIOR
DOUBLE 2X BUCK/WOOD
O
EXTERIOR FRAMING BY OTHERS, 2X Q(� /� BUCK TO BE PROPERLY
ILJI lug SECURED
(SEE NOTE 2 SHT. 1)
SEE NUMBER OF ANCHORS
4 3/4" REQUIRED AT JAMBS
1114 WOOD SCREW SEPARATION PER TABLE SHEETS 8 & 9
FASTENER HEADS EXTERIOR
SILL TO BE SET TO BE COVERED
IN BED OF APPROVED WITH APPROVED BACKER ROD AND
SEALANT OR SEALANT APPROVED SEALANT
NON-SHRINK GROUT BY OTHERS
1" MIN.
OUBLE 2X BUCK/WOOD EDGE DIST.
RAMING BY OTHERS, 2X 1 5/8" MIN.
BUCK TO BE PROPERLY EMBEDMENT
SECURED 5 TRACK FRAME JAMS INSTALLATION
(SEE NOTE 2 SHT. 1) 2XBUCKIWOODFRAME INSTALLATION,
SIGNED:06/19/2018
7500 ED" MIN. 4 13/16" SEPARATION—�—4 15/32" WinDOOr ORLANDO,FL 3 R1Vh
5 TRACKFRAME VERTICAL INSTALLATION IIVGORPORATEID a,�;� �,,, wind„i«,m v.•''VCEN6F'..tP
PRODUCT REVISED - No.62514
2X BUCK4VOOD FRAME INSTALLATION Z as comps ing with the Florida 8100 SERIES SMI
Building trade REINFORCED & NON-REINFORCED
NOA-No. 17-1219.07 INSTALLATION DETAILS =-U'.
El
Expirutlon Da 03f31f2021 i 0 "STATEOF
DRAWN: DWC N0. REV ''•.,FCORIOP;. \�\
W11-1-13ado Product Control SCAEE NTS DATE 12/03/09 08-00878 EA OF 27 D 1�'cs`,S„ONAi- �`�
V. MIN. 7 1/8" SEPARATION REVISIONS
EDGE DIST.
REV DESCRIPiIDN DATE APPRDVED
DOUBLE 2X BACKED D REVISED PER NEW REQUIREMENTS 11/30/17 1 R.L.
20GA. STEEL FRAMING
BY OTHERS
(SEE NOTE 2 SHT. 1) 1 5/8" MIN.
EMBEDMENT 1 5/8" MIN.
EMBEDMENT L 1/4 MAX'
DOUBLE 2X BACKED I SHIM
20GA. STEEL FRAMING #14 WOOD SCREW
BY OTHERS
1/4" MAX. (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS
BACKER ROD AND SHIM REQUIRED AT JAMBS
APPROVED SEALANT
BY OTHERS PER TABLE SHEETS 8 & 9
FASTENER HEADS
TO BE COVERED
J14 WOOD SCREW WITH APPROVED
SEALANT
7 '/B" INTERIOR
SEPARATION
11111115Q
EXTERIOR INTERIOR
a
(} EXTERIOR
u ti
BACKER ROD AND
APPROVED SEALANT
1" MIN. BY OTHERS
EDGE DIST.
#14 WOOD SCREW —� 4 TRACK FRAME JAMB INSTALLATION
WOOD BACKED 20 GA.STEEL STUD INSTALLATION
FASTENER HEADS NOTE:
SILL TO BE SET TO BE COVERED WOOD BACKED 20 GA. STEEL STUD SUBSTRATE INSTALLATION
IN BED OF APPROVED WITH APPROVED FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND
SEALANT ED SEALANT 3 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR
SEPARATION.
NON—SHRINK GROUT
4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK, 3 TRACK &
DOUBLE 2X BACKED 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE
20GA. STEEL FRAMING 1 5/8" USED. SEE D.P. TABLES SHEETS 7 & 7A. SIGNED:06/19/2018
BY OTHERS MIN. 1111111 r1i�
(SEE NOTE 2 SHT. 1) EMBED � inD OR ANDO,FL32832IYaDAM Ii `���7 R LO
W ui►-/�Qr ORLANDO,FL 32832 ��J\r9........,/Lj,4
INCORPORATED rto""ar''et•w°° �' �.,:'�}CENSF''•
A.40141L d6'V.VV1DdODr1DC.Ca01
1" MIN. 6 15 16" SEPARATION PRODUCT REVISED 8100 SERIES SMI
— No.s2674
EDGE DIST, v r 9 with the Florida
Dellding Code REINFORCED & NON—REINFORCED _
NOA-Io. 17-1219.07 INSTALLATION DETAILS
z4
g,
Da 3/3'1/2021 DRAWN: DWc ND. FEV �0;t.'•, 'TATE OF ((/��
4 TRACK FRAME VERTICAL INSTALLATION r TJH OB-00878 D '�,�FSS���°R!°••PaG`�'
WOOD BACKED 20 GA.STEEL STUD INSTALLA77ON laml40r.do Prodact Control SCALE NTS IME 12/03/09 SHEET 22 OF 27
1" MIN. 4 3/4" SEPARATION 4 3/4" SEPARATION REASIDNS
EDGE DIST. REV DESCRIPTION DATE APPROVED
DOUBLE 2X BACKED D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
20GA. STEEL FRAMING
BY OTHERS 1 5/8" MIN.
(SEE NOTE 2 SHT. 1) EMBEDMENT
1 5/8" MIN.
EMBEDMENT L�1/4" MAX.
DOUBLE 2X BACKED I SHIM
20GA. STEEL FRAMING #14 WOOD SCREW
1/4, MAX BY OTHERS
BACKER ROD AND J SHIM (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS
APPROVED SEALANT REQUIRED AT JAMBS
BY OTHERS PER TABLE SHEETS 8 & 9
FASTENER HEADS
#14 WOOD SCREW TO BE COVERED
WITH APPROVED
4 3/4" SEALANT
SEPARATION
INTERIOR INTERIOR
Q
EXTERIOR
u u u a
4 3/4"
SEPARATON
#14 WOOD SCREW 1E
FASTENER HEADS
TO BE COVERED EXTERIOR
SILL TO BE SET WITH APPROVED
IN BED OF APPROVED SEALANT
SEALANT OR BACKER ROD AND
NON–SHRINK GROUTAPPROVED SEALANT
1" MIN. BY OTHERS
EDGE DIST
DOUBLE 2X BACKED 1 5/8"
20GA. STEEL FRAMING 5 TRACK FRAME JAMB INSTALLATION
BY OTHERS MIN.
(SEE NOTE 2 SHT. 1) EMBED WOOD BACKED 20 GA.STEEL STUD INSTALLATION
4 13/16" SEPARATION—�--4 15/32" SEPARATION ��T�� ,7
SIGNED:06/19/2018
EDGEMDIST. W 11]1J0oORLANDO,FLAbIDRIVY `�\� -R ILO/j���i�
J�.....:.......
5 TRACK FRAME VERTICAL INSTALLATION INCORPORATED
�. VGENSF'•..dt
WOOD BACKED 20 GA.STEEL STUD INSTALLATION
PRODUCT REVISED No.62614
as complying with the Florida 8100 SERIES SMI
6allaIng Code REINFORCED & NON–REINFORCED
Noq tro. 17-1219.07 INSTALLATION DETAILS
E.pirotion De 0313112021
��Q'•• STATE
DRAWN: OWC N0. REV �T�'•, FCORIOP,:
TJH
1111-1- aProductGontro S�.,c NTS DATE 12/03/09 08-0087- OF 27 D ���SS�,NALtE;,G�\
REVISIONS
REV DESCRIPTION DATE APPROVED
0 REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
1 4/4" MIN.
EMBEDMENT
1/4" MAX. 1 5/8" MIN. 1/4" MAX. 1 5/8" MIN. 1/4" MAX.
SHIM EMBEDMENT SHIM EMBEDMENTSHIM
DOUBLE 2X BUCK/WOOD � 1/4" ELCO
1" MIN. FRAMING BY OTHERS, 2X 1" MIN. CRETE—FLEX
EDGE DIST. BUCK TO BE PROPERLY 17� EDGE DIST. SS4
\.—A SECURED
(SEE NOTE 2 SHT. 1) 1X BUCK 1X BUOTHERS, D
CK TO BE
PROPERLY SECURED
(SEE NOTE 2 SHT. 1) 2 1/4" MIN.
EDGE DIST.
#14 WOOD SCREW #14 WOOD SCREW
D
INTERIOR DOUBLE 2X BACKED
20GA. STEEL FRAMING INTERIOR INTERIOR
C; BY OTHERS r 7 �:; MASONRY/CONCRETE
(SEE NOTE 2 SHT. 1)
BY OTHERS
EXTERIOR EXTERIOR EXTERIOR
POCKET HOOK STRIP POCKET HOOK STRIP POCKET HOOK STRIP
WOOD BACKED 20 GA.STEEL STUD INSTALLATION 2X BUCKANOOD FRAME INSTALLATION MASONRYICONCRETE INSTALLATION
SIGNED:0611912018
7500AM5TL+RDAMDRIVE
WinDoor ORLANDO.FL 32832 ft.iLp�11����
J\$ tiJ4
INCORPORATED ra,o�,m,ixlsao �:''V1cE'.NSF'•..tS
y."+mAm.ams cwvwindoodocmm
PRODUCT REVISED 8100 SERIES SMI Na 62514
"-emptying with the Florida *: DyY�>�'—
BuildingCode REINFORCED & NON—REINFORCED —
NDn-No. 17-1219.07 INSTALLATION DETAILS
ira0on Da 3/3112021 ,�0 STATE OF
�P DRAWN: DNC N0. REV i.t�••.
By_
o Product control SCALE E NTS °ATE 12 03/09 08-0087SHEET OF 27 D /',�SSiNA1„��`��
v —
1
3 1/2" J 1 3/4" 1 1/64"-�---{ .1 5/8" REMSION5
I I 1•' REV DESCRI"ON DATE APPROVED
T_ _T --T7/16" D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
1 3/4"
2 5/16" 2 19/32" /8"
2 23/32"
41 9116"HORIZONTAL
GLASS STOPL ---�
13/16" 1-
13/16"
_j_ ALUMINUM 6063-T6.070'7HICK
22 1NTERLOCKSTILE 4�2-4" .84"0
ALUMINUM 6063-T6.080'THICK 73 MT SCREEN 7s BOX SCREEN { .1 21/32" I 1 1 47/64"
TOP/BOTTOM RAIL 7/32"I I 2 15/64"
{�-3 1/2." STILE ALUMINUM 6063-T6.062"THICK
ALUMINUM 6063-T6.060'THICK
T
h•--- 1 9/64" �- 1/g"J O
1 39/sa" T 1"VERTICAL 33 i 3/M"SILL RISER
1 3/4" I} � 44 ALUMINUM 6063-T6.060-THICK (B2 1/4"SILL RISER
GLASS STOP ALUMINUM 6063-T6.060"THICK
ALUMINUM 6063-T6.20'THICK 13/16"
21
2 19/32" f----�13/16"
LOCKSTILE 3" 1 5/8" T
ALUMINUM 6063-T6.080"THICK 7/32 1 1.59"D I
2 47/64 T— = 2 63/64" 2.619"
73 BOX SCREEN
STILE 43 1"HORIZONTAL I 3 31/64-
1/4- MT
1/64"
1/4" 1/8.. 72 MT SCREEN ALUMINUM 6063-T6.062THICK GLASS STOP J-
1/8" 2 11/64" TOP/BOTTOMRAIL 1 31/64•, ALUMINUM 6063-T6.20"THICK
ALUMINUM 6063-T6.060'THICK i 35 3"SILL RISER
1 3/4" 1 3/32"Lft—A1 21/32" ALUMINUM 6063-T6.060'THICK
47 T .�. r--•-f- 3 1/2"SILL RISER
FEMALE BUTT STILE T
,T 13/16" 3s
REINFORCING BAR 1/8.. 7/16" 7 ALUMINUM 6063-T6.060'THICK
ALUMINUM 6005-T5.125'THICK 7g BOX SCREEN � 1 29/64"
z 1/2" ASTRAGAL
2 11/32" I" ALUMINUM 6063-T6.050'THICK 42 9/16"VERTICAL 1 11/64"
1 23/32" GLASS STOP 2.641"
I ALUMINUM 6063-T6.070'THICK
1/4" 4 15/64" 1 1E/3f
11/64" J, 1 45/64" , 2 5/64" �- 3/8'. � ��1 9/64"
7a MT SCREEN 1 37/64 1/2.• ll�1
-I 1 29/32'• �- STILE W/SEAL T_ 1/4„7' 75 MT SCREEN
ALUMINUM 6063-T6.060"THICK ASTRAGAL
as INTERLOCK 45 6000 BUTT STILE 78 BOX SCREEN ALUMINUM 6063-T6.060'THICK
REINFORCING BAR REINFORCING BAR SWEEP 37 4 i/M"SILL RISER
ALUMINUM 6005-TS.168'THICK ALUMINUM 6061-T6.375'THICK ALUMINUM 6063-T6.060"THICK ALUMINUM 6063-T6.060'THICK SIGNED:06/19/2018
27/32' �—12 1/2" 7500 AMSTERDAM DRIVE ```ttN 11 EJUl,, i
0.201" WinDoor ORLANDO,FL32832 ,��\�\�j ,L047�/i���
6X O O NCORORED oTYP. "tmAeowwuoriocom �•''JGF�sF''•,lr
2 1/8 PRODUCT REVISED 8100 SERIES SMI No.625'14 ;
as complying with the Florida REINFORCED & NON-REINFORCED �*
Building coax COMPONENTS
NOA- O ��
Non No. 17-1219.07
�p0'•- STATE OF ��
23/64" 2" 2" 1" Exvlration Do 0,0 3131/2 0 21 DRAWN: DYrC ND. REV :.0 •.•
TJH 08-00878 D ��FS ' OR10A'' G�2`
85 FlXEDPANELZ--CLIP By
MIemF ade vroduct control SCALE NTS DATE 12/03/09 SNEET26 OF 27
6063-T6ALUM..050'THICK
REVISIONS
ftEV DESCRIPTION Dn7E MPROVED
1 1/4' D REVISED PER NEW REQUIREMENTS 11/30/17 R.L.
11 23/32'
1 3/4"
O5 5 TRACK FRAME HEAD
ALUMINUM 6063-T6.075'THICK
12 7/32-
11 35/64"
3/4"
J— 1 1/2"
41/64" _UL�__Jj"==4Z
U.
69 5 TRACK SILL PAN
ALUMINUM 6063-T6.125'THICK
11 29/64'
Q 5 TRACK FRAME JAMB 61/64" 53/64"
ALUMINUM 6063-T6.075'THICK
81
5 TRACK SILL INSERT
ALUMINUM 6063-T6.125'THICK
SIGNED:06/19/2018
inDoor 7500 ORLANDO at 3 BDRIVE ,J\Si�IL�;��''/',,
32
rho 4VABIMM
INCORPORATED r—=A8L=3 wwwvmdOO6=am -
PRODUCT REVISED _ ND.82614
as comp)-ng *with the Florida 8100 SERIES SMI —
Building ode REINFORCED & NON—REINFORCED -*
NOA-No. 17-1219.07 COMPONENTSpCj%G6�/1" 4X:Z i
Expiration D 3131/2021 STATE OF
DRAWN: DWC N0. PEV %T•. = I
,F •�YORIO�:'Gam`
miom TJH08OOD
ade Product on— SCILE NTS p4�E 12/03/09 SE827 OF 27 '��SS�QNAL�?���