HomeMy WebLinkAboutAPPROVED Sentinel 160 Alum. Outswing Glazed Door w_wo Sidelites -LMI 20-0722.16 (1) MIAMI•DADE MIAMI-DADE COUNTY
R PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
CGI Windows&Doors,Inc.
3780 W. 103rd Street
Hialeah,FL 33018
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"160 Sentinel'Aluminum Outswing Glazed Doors w/wo Sidelites-LMI
APPROVAL DOCUMENT: Drawing No. MD-160FD Rev A(former W13-01 Rev F),titled"Series Sentinel 160
Alum Outswing Door", sheets 1 thru of 14 of 14, ,prepared by manufacture, dated 07/14/20, signed and sealed by Lym
A. Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance numb(
and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact
Limitations:
1. See Design Pressure ratings single and double doors in sheet 3, single sidelite in sheet 4 and door mullion in sheet
5.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly.
2. See glazing option in sheets 1 and 2 and locking hardware options in sheet 10.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami-Dade County Product Control Approved",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 Building Official.
This NOA revises# 17-1222.16 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No.20-0722.16
M�AM�•DADE COUNTY ' L�h n Expiration Date: August 08,2023
Approval Date: November 05,2020
Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below)
2. Drawing No.W13-01 Rev D, titled"Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of
11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on
AUG 05, 2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file#13-0226.06)
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(+50.0 PSF, sill S-I only)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/
sidelites,by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated
02/11/2013, signed and sealed by Henry Hatem, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites,
issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015,
signed and sealed by Ramesh Patel, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th
Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on
AUG 04, 2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ASTME-1300-02, -04 and -2009.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their
"DuPont Sentry Glass ®Interlayer", expiring on 01/14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former
Solutia Inc. for"Saflex clear& color glass interlayer", expiring on 05/21/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former
Solutia Inc. for"Saflex CP-Saflex& Saflex HP composite interlayer w/PET core ", expiring
on 12/11/18.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No 20-0722.16
Expiration Date:August 08,2023
Approval Date: November 05,2020
E-1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance and addendum letters, as part of the above referenced test reports.
G. OTHER
1. This file NOA revises # 13-0226.06, expiring 08/08/18.
2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 approved by RER.
2. EVIDENCE SUBMITTED UNDER PREVIOUS NOA(s)
A. DRAWINGS
1. Drawing No.W13-01 Rev F, titled"Series Sentinel 160 Alum Outswing Door(L.M.I./S.M.I.)",
sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated
01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/
sidelites,by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17,
signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition
(2017),prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad
Ahmad, P.E.
2. Glazing complies w/ASTME-1300-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their"Sentry
Glas® (Clear and White)Interlayer", expiring on 07/04/23.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex Clear & Color glass Interlayers ", expiring on 05/21/21.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No 20-0722.16
Expiration Date:August 08,2023
Approval Date: November 05,2020
E-2
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (continue)
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their
"Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/PET Core ", expiring on
12/11/18.
4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their"Trosifol®
Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance to FBC 6t`Edition (2017) and of no financial interest
prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E.
G. OTHER
I. This NOA revises NOA#14-1015.04, expiring on 08/08/18.
2. Test proposal#16-0947, dated 07/26/16, approved by RER.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. MD-160FD Rev A(former W13-01 Rev F), titled"Series Sentinel 160 Alum
Outswing Door", sheets I thru of 14 of 14, , prepared by manufacture, dated 07/14/20, signed
and sealed by Lynn A. Miller, 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 20294
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of all CGI Windows and Doors, Inc. and
PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791 and Dowsil
983 silicones, per Proposal #19-1155TP,prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.:
CGI Windows and Doors Inc. test specimens:
FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit I in proposal) FTL-20-2108.2,
CGI CA238 Alum. Outswing Casement Window (unit 2 in proposal) FTL-20-2108.3, CGI SGD560
Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed
Window (unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window
(unit 5 in proposal)all dated 08/24/20 and signed and sealed by Idalmis Ortega, P.E.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No 20-0722.16
Expiration Date:August 08,2023
Approval Date: November 05,2020
E-3
CGI Windows&Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (continue):
PGT Industries,Inc. test specimens:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window(unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis
Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2020, 7th
Edition,prepared by manufacturer, dated 07/14/20, signed and sealed by A. Lynn Miller, P. E.
2. Glazing complies with ASTM E1300-04, -09, -12 and-16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DE
Nemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/23.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (Former E.I. DuPont
DE Nemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer(Former
Kuraray Butacite ® PVB interlayer)", expiring on 07/08/24.
3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company(MA) (Former
Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/PET
Core", expiring on 12/11/23.
F. STATEMENTS
I. Statement letter of conformance to FBC 2020 (VI Edition), issued by manufacturer, dated
07/14/20, signed and sealed by Lynn Miller, P. E.
2. Notification of Successor Engineer per the Florida Administrative Code Section 61G15-27.001,
notifying original engineer that the successor engineer is assuming full professional and legal
responsibility for all engineering documents pertaining to this NOA, dated 07/20/20, signed and
sealed by A. Lynn Miller, P.E.
G. OTHER
1. This NOA revises 17-0227.05 expiring 08/08/23 for FBC 2020 updates.
2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No 20-0722.16
Expiration Date:August 08,2023
Approval Date: November 05,2020
E-4
3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS
.075" Saflex CP With PET Core .075" Saflex CP With PET Core
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass
INTERLAYERS INTERLAYERS
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
.090" Kuraray SentryGlas .090" Kuraray SentryGlas
By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'
.090 Trosifol PVB .090" Trosifol PVB
By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'
3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS
SILICONE
DOW CORNING 791 SILICONE
DOW CORNING 983 DOW CORNING 791
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STUCCO. ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD. 4: f#�04},/ P
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ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. No 58705
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT STEP 3 FOR SIDELTTE PANEL (0) CAPACITY SEE SHEET 4.
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE -
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STEP 4 FOR SIDELITE COMBINATION WITH DOOR r /1 Q
STANDARDS. SEE MULLION CAPACITY CHART ON SHEET 5. e ,' TE , F
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SEALIINGTAROUNDACY OPENNG FORT WATER INFILTRATION RESISTANCE ETC.THIS PRODUCT AND 01 a110
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED
SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. A.LYNN MILLER,P.E.
P.E.#58705
3/16" TEMPERED GLASS 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS
3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE
3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS
A)ADDED BACKBEDDING.
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.090" Interlayer .075" Interlayer .090" Kuraray SentryGlas
Saflex Clear And Color Glass Saflex CP With PET Core INTERLAYERS By 'Kuraray America, Inc.'
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Trosifol PVB
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TYPE 'A', 'B' OR 'C' QUANTITY CHART
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NOTE: ENGAGED TO HEAD AND SILL DURING :
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BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGWIDTHT
(X DOORS) HEIGHT
FRAME 12.875WIDTH „ 13.75" � 1�s ��e�♦`
AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 25)/2 A.LYNN MILLER,P.E.
DECLARATORY STATEMENT DCA05—DEC-219 P.E.#58705
43 1/8" 165 1/2" MAX.
6" MAX. SIDELITE WIDTH 42" 81 1/2" 42" SEE CHART FOR QUANTITY
HEAD/SILL F SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH
CORNERS --
HEAD ANCHORS
6" MAX. 3' 6" 3" AT STILE & MULUON ENDS
HEAD/SILL QUANTITY CHART
CORNERS F p` ANCHOR TYPE
SHIM 'A' 'B' 'C'
1/4" 4 4 4
3/8" 6 6 6
1/2" 7 7 -
H H =
�= o
i
rn ,% SUR \0 APPLIED
= r // H J i FALSE W�NTI S
x no /� ; MAY E USE J A) NO CHANGES THIS SHEET.
_ AK-06/17/20
m '
0) M �
10,
LL CO a /� 3 POINT LOCK i w a / FASTENERS SAME LOCATIONS
0 SEE SHEET 10 / 0 AS ANCHORS SHOWN ON
m
SHEET 3
d �
�• � p na
�o J (0 ti
Q W `�` of _ � Q z O ❑
M _ o > � � z V-
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� =
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a.li w O r
ACTIVE INACTIVE z rn Q 0
37
D.L. OPG. V) U Z LL
X
m O
TYPICAL ELEVATION G B Q c z IT
( O ) 37 1/8" cli
28 1/4" 28 1/4" 37 1/8" y G J F- }aays
D.L. OPG. D.L. OPG. � * o � C) p to
D.L. OPG. D.L. OPG.
SIDELITE LOAD CAPACITY-PSF pC w o z iw p Z
OR STAND ALONE STATIONARY PANEL 0 SURFACE APPLIED is 3
GLASS TYPES GLASS TYPE GLASS TYPE TMPEC BOBS c� c a 0,
FRAME SIDELITE OPTIONS FALSE MUNED C -„ o o z a,oas
MAY BE USED Q- oa z M o O J
'A' '13' 'CI' 'C2' 'CY TYPICAL ELEVATION AT STILE AND E �' ¢ E_ m W
WIDTH HEIGHT EXT.+ INT.(- EXT.+ TNT.(-) EXT. + INT.- MULLION ENDS - 3 o LL M Q z
H
30" 80.0 80.0 80.0 80.0 80.0 80.0 ( O X X O ) o w- 1 j z u-
33" 80.0 80.0 80.0 80.0 80.0 80.0 W in -j W 0
36" 80.0 80.0 80.0 80.0 80.0 80.0 GLASS INSULATOR LIMITATIONS FOR SIDELITES U °' = W p ana sa
37-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 WIDER THAN 37-1/8" ONLY. a
39" 80.0 80.0 80.0 80.0 80.0 80.0 90" & 96" HEIGHTS
FOR GLASS TYPES 'C2' & 'C3'
42" 80.0 80.0 80.0 80.0 80.0 80.0 QUANEX DURASEAL & SUPERSPACER NOT ALLOWED NOTE:
30 80.0 80.0 80.0 80.0 80.0 80.0 FOR GLASS TYPE 'C3' THE FRAME AREA OF ALTERNATE SIZE MUST NOT ,° • �''1✓ o,
33" 80.0 80.0 80.0 80.0 80.0 80.0 CARDINAL XL (LIMIT MAX. LOADS TO ±70.0 PSF) EXCEED TESTED FRAME AREA - 100.3 SQ. FT.
36" 90" 80.0 80.0 80.0 80.0 80.0 80.0 _� •' .53
37-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 No. 58705
39" 80.0 80.0 80.0 80.0 80.0 80.0 --
42" - - 70.0 70.0 80.0 80.0 r
30" 80.0 80.0 80.0 80.0 80.0 80.0
33" 80.0 80.0 80.0 80.0 80.0 80.0SI
`' TE F
36 80.0 80.0 80.0 80.0 80.0 80.0DELITE D.L.O. DIMS. " �o,� �.
FRAME
HEIGH
373 --U8" 96 80.0 8 70.0 70.0 80.0 80.0 D.L.O. WIDTHT= SIDELI E WID HT - 6?STAND ALONE SIDELITE ONLY o,r 1 1
42" - - 70.0 70.0 80.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH 4.875 SIDELITE TO DOOR ONLY A.LYNN MILLER,P.E.
P.E.#58705
DOOR DOOR DOOR DOOR
FRAME SIDELITE SIDELITE FRAME_ SIDELITE FRAME SIDELITE FRAME
WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH
DESIGN LOAD CAPACITY-PSF
SIDELITE DOOR SIDEUTE SIDELITETODOOR
WIDTH LEAF FRAME MULLION C ,� H H H C , ' C
WIDTH HEIGHT (SEE NOTE BELOW) _ /.l r� .• ,'ter
INCHES %
INCHES INCHEST INT. -)
_ r P /
24 80.0 80.0
30 80.0 80.0 a
33 80.0 80.0 %
36 39-3/4 84 80.0 80.0
37-1/8 80.0 80.0 ` A) NO CHANGES THIS SHEET.
[L--
39 80.0 80.0
/ .o AK-06/17/20
42 80.0 80.0
24 80.0 80.0 � O xox
X ( oxo ) ( )
30 80.0 80.0
33 80.0 80.0 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE
36 39-3/4 90 80.0 80.0 WIDTH WIDTH WIDTH WIDTH WIDTH Q
37-1/8 80.0 80.0 w nab
39 80.0 80.0
42 80.0 80.0 \ `� ' z R N
24 80.0 80.0 = H J ,' } o z 0
i• J > "o O alOp Y
30 80.0 80.0 w % % %r % %i % r
/ N F= CD
33 80.0 80.0 Li= f m Q - o z Q
36 39-3/4 96 78.3 78.3 CZ "- ( O xe
W 2 UJ F UAIDJp
37-1/8 77.2 77.2 \ ofw U w Q �N
39 75.4 75.4 ¢ I- Z O
0 �Mp
•� i Wow -
-
42 72.6 72.6 a o Z U`
u-
Z Z tL
MULLION ( OXX ) DOOR STILE ( OXXO ) i z 0 O
�H O SEE SHEETEND RS-/4 XXO SEE SHEET R1S Cc G oays
'CD o � Q O H
pC yo Zw o
oat~, ;� w°D Q Z
CL_ Z�
E ?r QI- _j Z w
� oLL � _Z
AJ 1-
UO0Qm J Z c)
LEAF WIDTH °,�°¢ o co CD
asap I aini sauas
SIDELITE WIDTH DOOR FRAME WIDTH
SINGLE (X) 42" MAX.
DOUBLE (XX) 81-1/2" MAX. o"�' yi °• 1r` st
SIDELITE TO DOOR '• .t'' _. r ��F
No, 5070 -
y�
NOTE: NOTE: = ``. yl 7} n •if
FOR DOORS CAPACITY SEE SHEET 3. GLASS CAPACITIES ON THIS SHEET ARE '
FOR SIDELITE CAPACITIES SEE SHEET 4. �, ` `°•f0. `' .IrW" .
FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE. BASED ON ASTM E1300-09 (3 SEC. GUSTS)
LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE AND FLORIDA BUILDING COMMISSION ''/; /'�1AL. �• �s
OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. DECLARATORY STATEMENT DCA05-DEC-21 9 f�'f'' ! I S O
A.LYNN MILLER,P.E.
P.E.#58705
EDGE DIST. TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
b CONCRETE : .
44 z
x
40 1 w g
m=
33 N U)
39 41
49
3
A) NO CHANGES THIS SHEET.
8 o AK-06/17/20
o:
6
_Q
W N naa
w rn ~
� > rn
Z D * O 0
Z p Z u-
O Q v p a}o0 Y
ww a °° 0 m e
2 O F 0 = Li.i r uMo�O S
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< ~ W � O OMO
Wow O
wozrn 0 �t
C0
Z
LL
U
B1 = a Z 0
y C O }aa4S
6 6 'v� ca cca U H O H
8 yo ZW W O Z
POURED & HARDENED 49 3 " c U
49 3 HIGH STRENGTH GROUT 43 Q c ¢=co rn Q 1 j a�o'S
Vc = 5000 PSI MIN. S ~ -'
NOT BY CGI WINDOW v u_ U Z
MUST TRANSFER SHEAR 4 O o Q ° of Z 0
( fj ) LOADS TO STRUCTURE 51 4 0 9� Q o U)
41 1 LOAD BEARING 3 U m = .asap a}}il sauag
39 (SOLID SHIMS
10 OPTIONAL TO GROUT) 16En
a
TYPICAL ANCHORS
3 EDGE 587,05
DIST. _
SEE ELEVATIONS C G�
a'' ° v'• FOR SPACING
TYPICAL ANCHORS ;po
1,4TE F
EDGE T. SEE ELEVATIONS H.
FOR SPACING
SADDLE (AD ) THRESHOLD f�� 'NIAL
STANDARD THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE }}t'I I '$0
APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR DETAILS A.LYNN MILLER,P.E.
P.E.#58705
DOOR DETAILS
EDGE DIST. 1 BY WOOD BUCK ORY WOOD BUCK
--- SEE NOTE SHEET 1 WOOD STRUCTURE METAL
, .
�L`ONCREdEtl •'„ a a SEE NOTE SHEET 1 STRUCTURE - `-- -- --- ------------------------
a ° EDGE EDGE DIST. 1 MIAMI-DADE COUNTY APPROVED ;j
i CLIPPED MULLION
i I '; SEE SEPARATE NOA
------------------
-------------------------
------------------- ----------
c� c�
z_ z
Q c X z ir Q Q
m= o Q m= A)ADDED ULTRACON+&KWIK
w - w n w
t- N CY1 T w � o CON II+ANCHORS.
w \ w \ p w TYPICAL ANCHORS M TYPICAL ANCHORS '06/17/20
TYPICAL ANCHORS - SEE ELEVATIONS SEE ELEVATIONS
SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING FOR SPACING
FOR SPACING SEE ELEVATIONS
FOR SPACING
Q
w N naa
J
TYPICAL ANCHORS: SEE ELEV. FOR SPACING z �
�o � o 0
TYPE `A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) TYPE 'C'— 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) J N p a}o° Y 0
1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI), 1/4" MAX. SHIM SPACE INTO MIAMI—DADE COUNTY APPROVED MULLIONS d o �' Q
>- J p
1 /4" DIA. KWIK CON II+ BY 'HILTI' (Fu=184 KSI, Fy=157 KSI) OR m Z LL w �e g
MIN. LENGTH = 2-3f4'• INTO METAL STRUCTURES (HEAD/JAMBS) o v w a CD— umoic
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS W _ W N
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES n-~o w � O
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS/SILL) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) wo 0 d
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) a z.�
THRU 1 BY BUCKS INTO CONC. OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) U) Z tL
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) isZ Or,1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPICAL EDGE DISTANCE cc � co _
INTO CONCRETE AND MASONRY = 2-1/2" MIN. M o cc o U p
TYPE `B'— 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) d °� z o p O
INTO WOOD STRUCTURE = 1 MIN. pC goo z W Q o Z
1 /4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI), 1/4" MAX. SHIM SPACE .. 3 3 w CDco
INTO METAL STRUCTURE = 3/4 MIN. ra o SO �� O
1 /4" DIA. KWIK CON II+ BY 'HILTI' (Fu=184 KSI, Fy=157 KSI) CL C �?d. � J Lu a�oas
MIN. LENGTH = 2-3/4' WOOD AT HEAD, JAMBS OR SILL SG = 0.55 MIN. E ' CO�li tnc� ZO Z
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. O_=% _I F- p
DIRECTLY INTO CONC. OR BLOCKS C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. o 0�'!' 5 W o
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) NOTES: ^ 2 U) to1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) ANCHORS MAY BE HEX OR FLAT HEAD. U m x.. .�sa° mail sai aS
``4t1It '1?r!r
1/4" ULTRACON+ ANCHORS BY 'DEWALT' ARE LIMITED TO A
No, 58705
MAXIMUM 1/4" SHIM SPACE. ALL OTHER ANCHORS MAY USE _
1/4", 3/8" OR 1/2" SHIM SPACE. !'_�7 7'
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS 0 ' fij�?�??�?�'• ' 0 �`
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM /'i,/'ONAL '�, 0'
AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1!!f I i i 9 w`
A.LYNN MILLER,P.E.
P.E.#58705
3/8" MAX. 19 22 2 1/2" MAX.
SHIM SHIM
21 24 2 1 BY WOOD BUCK
16 OR 1 o SEE NOTE SHEET 1
ACTIVE LEAF
TYPICAL ANCHORS
TYPICAL ANCHORS 39 P SEE ELEV.
FOR SPACING
SEE ELEV.
FOR SPACING
.P .
v
41 49 ( v
3
5 LJ- `va N A) NO CHANGES THIS SHEET.
w o !' o o AK-06/17/20
0
46 363 34 7 13 D.L. OPG. 7 3 47 14 42 4;'< :, v ' w
r .
EXTERIOR —
METAL O naa
STRUCTURE LEAF WIDTH J N
ti
DOOR FRAME WIDTH z E \
N
Z D Z LL
O LL
r O a1o0 0
(� N
f-
} M Q ¢
m0LLo 1w—
TYPICAL ANCHORS = w�° umo 0
SEE ELEV. oG U U O ul N
0
FOR SPACING ¢ �U_l z v D_ GMG
1/2 =— 19 22 2 2 2 2 w o w '� O
C E 1/2„ MAX. o > v O
SHIM a� z
21 24 2 LOAD BEARING
CONCRETE 16 OR 1 1 OR(3 SHIM U-
OR O
MASONRY ACTIVE LEAF INACTIVE LEAF y z � 'S
e.. BY WOOD BUCK o z � °O
' •. e y 0 U = I'-- 7aa4S
3 14 WO D STRUCTU E °„� U Z)
SEE OTE S 1 °a Z o 0 O
o1 § w � O co Z
+.
e` •
. c4 C Z M J —� alooS
' . 41 49 49 CL �i��u� Q 3: m o Z W
39 4 i1, � 33 � oLLLo O Z
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.e o0 Q o s��
w . 1 co
LLJ
4 3 3 34 7 13 11 38 Uo,2 �
aa0 a( saS
s' D.L. OPG. 38 11 7 _ 3 4 14 4 18 7 11 D.L. OPG. TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
y
LEAF WIDTH EXTERIOR LEAF WIDTH �: �$ i'O. 58705
DOOR FRAME WIDTH aA°'
� $.,, ','S •,,. �'��°.Off'
J��flltll �l��°�
A.LYNN MILLER,P.E.
P.E.#58705
19 22 2 MATING JAMB FASTENERS
TYPICAL ANCHORS 2 (X) 5pONE
FOR LOCATIONS
SEE ELEVATIONS 21 24 2 S EEET'SDOOR J3M& 4 ACING
FOR SPACING
°.►EDGE°DIST.7 b . "
CONCRETE .CONCRE#�, '. --
n s• > ,
39
0
Q I
w�
m 1
F N U)
� Q I
O
J
12
13 7 3 47 14 42 A) NO CHANGES THIS SHEET.
3 D.L. OPG. AK-06/17/20
LEAF WIDTH
DOOR FRAME WIDTH SIDELITE WIDTH Q
42" MAX. SINGLE (X) N ,aa
81-1/2" MAX. DOUBLE (XX) Lu rn
� > m
2s o
zW �
� z
>i n O a}oG Y 0
1/2„ MAX. •. Q 0 M Q Q
(Yi 8 Q MATING JAMB FASTENERS m O -j o
w O SHIM 5 2 FOR LOCATIONS p Z " m (j uMn
= O N
4 45 SEE DOOR JAMB SPACING w = w `- (n G
a CONCRETE • 15
C7
-' OR °' " 3 ON SHEETS 3 & 4 ¢ Z p CMG
[Wi MASONRY w > _ OO
w : a— z °' Z 0 d
Q U,
Z LL
26 s• e'. y
d Z U Q 0)
' C O
s a 41 y W W }aa4S
o --_-- � z o H
4 �cN � o ziw Z p Z
W de e
w 39 mCL. O cn M a'oaS
a _ ru Q = M rn J W
�oLLL J Z
` EXTERIOR $ Q Z o
0 uj !Z 0D.L. OPG. LEAF WIDTH c Q o z
U cm=M
•:)saG alp-L Isapasl
12 SIDELITE WIDTH DOOR FRAME WIDTH
42" MAX. SINGLE (X) frE°
13 < 81-1/2" MAX. DOUBLE (XX) ` °° 1 Asa
= FRAME WIDTH
TYPICAL ANCHORS No. .`8705
4" LONG y'
Awl �, .
SEE. ELEV. LAPPLY SEALANT
CONCRETE. a b o a a. FOR SPACING BEFORE MATING • r LLyL
a EDGE DIST. TYPICAL ANCHORS yg
SEE ELEVATIONS r 1 a .q
FOR SPACING NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" r// r ��1/�,L
SIDELITE DETAILS 1,i i I W W
A.LYNN MILLER,P.E.
P.E.#58705
BILL OF MATERIALS
ITEM PART Na QTITY DESCRIPTION MATERIAL WG./ REMARKS DUMMY
QUANTITY
I AL-189 AS READ, FRAME HEAD & SILL ALIML 6063-T6 KEYMARK / SAPA
2 AL-190 AS REQA FRAME JAMB ALUM, 6063-T6 KEYMARK / SAPA 21 24 27
3 AL-196 AS REQA SIDELITE HEAD & SILL ALUM. 6063-T6 KEYMARK / SAPA 31
4 AL-197 AS REQA FREE STANDING SIDELITE JAMB ALUM, 6063-T6 KEYMARK / SAPA ACTIVE LEAF 29 INACTIVE LEAF
5 AL-198 AS RE MATING SIDELITE JAMB ALUK 6063-T6 KEYMARK / SAPA
6 AL-193 AS REQA PANEL. TOP & BOTTOM ALUMI 6063-T6 KEYMARK / SAPA
7 AL-194 AS REQA PALL VERTICAL STILE ALIBI, 6063-T6 KEYMARK / SAPA
8 AL-199 AS REQA SHEAR BLOCK ALUM, 6063-T6 KEY14ARK / SAPA
9 AL-191 AS REQA FRAME HEAD & SILL SCREW COVER ALUM, 6063-T5 KEYMARK / SAPA
10 AL-192 AS REQA FRAME HEAD & SILL SLANTED SCREW COVER ALUM. 6063-T5 KEYMARK / SAPA
11 AL-121 AS REQA GLAZING BEAD(7/16' LAK) ALUK 6063-T5 KEYMARK / SAPA
12 AL-123 AS READ, GLAZING BEAD (1.000' INSUL.-LAM) ALUK 6063-T5 KEYNARK / SAPA 31 32
13 AL-200 AS READ. SHEAR PLATE ALUK 6063-T6 KEYNARK / SAPA A) NO CHANGES THIS SHEET.
OPERATION OF DEADBOLT EXTERIOR 2 AK-06/17/20
14 AL-195 AS REQA ASTRAGAL ALUM. 6063-T5 KEYMARK / SAPA (WITH KEY FROM THE -N
15 AL-508 AS REQA FREE STAND JAMB SCREW COVER ALUK 6063-T5 KEYMARK / SAPA EXTERIOR OR THUMBTURN
16 AL-540 AS READ. SADDLE THRESHOLD (ADA COMPLIANT) ALUM. FROM
KEYMARK / SAPA FROM THE INTERIOR)
ACTIVATES THE THREE-POINT
17 0-4503PL AS READ, THREE POINT LOCK ASSY, (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY LOCK MECHANISM REGARDLESS
OF LOCK SET OPTION SECTION AT DEADBOLT LOCK
18 HD-1204 AS REQA FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY INSTALLED. Q
19 HD-5455 PASS AS REM LEVER LATCH LOCK, AT ACTIVE PANEL w N 7naa
20 HD-5455 AS REM DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN J ti
uj
N
21 HD-8231 AS READ. 11EAD&MLT (THUMBTURN), AT ACTIVE PANEL > , O
22 J10 Tam AS REQD, LEVER LATCH LOCK, AT ACTIVE PANEL
Z Z LL
23 J10 TOR605 AS REQA DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHILAGE 19 22 2 0 2 26 > ti p a}oG Y O
24 JD60 AS READ, DEADBOLT (THHHMIBTURN), AT ACTIVE PANEL } J cy)t Q Q N_
25 HD-34-10116 AS READ. LEVER LATCH LOCK, AT ACTIVE PANEL m Z L F-
Xg
26 HHD-34-10116 AS REQA DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL CAPER CREEK U U o W uMn�G N
62 0
27 HID- DB2410 AS READ. DEADBMT (THUMBTURN), AT ACTIVE PANEL 31 < H w OD rr O OM
28 HID-537 AS REQA LATCH LOCK STRIKE PLATE,SECURED W/(2)#8 x 3/4' PHP. FH. SMS, SSTEEL - Lu o O ACTIVE LEAF INACTIVE LEAD r� >
29 HD-538 AS REQA DEADBE&.T STRIKE PLATE, SECURED W/(2) #8 x 3/4' PHP. FH,SMS. SSTEEL - 30 a Z
30 ND-536N AS REQA LATCH LOCK STRIKE PLATE SHIM NYLON CGI co Z O
31 HD-390P AS REQA LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI
y U IY � O
32 HD-STRIKE BOX AS REQA LATCH LOCK & DEADBQLT PROTECTIVE DUST BOX NYLON CGI
33 HD-525-9-REV 2 /LOCK MECH. BOLT LOCK ASSEMBLY SSTEEL CGI y G ! U }aayS
2
33A HID-533C I /FLUSHBOLT FLUSH BOLT GUIDE OTC & BOTTOM) CAST (ZINC) CGI O
34 HD-CH-108 4 /LEAF 4-1/12' x 4' HIS ALUMINUM CGI PROPRIETARY C z QO Z
Cs
35 HD-ABBE-US32D 4 /LEAF 4-1/12' x 4' HIND BRASS HHAGER 2 32 R 'Q um c~n M J J aioas
36 HD-AB800-US 4 /LEAF 4-1/12' x 4' HIND SSTEEL HAGER Q rn Z W
EXTERIOR
37 03/8'-16 ROD 2 /LEAF 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL - W =M - Q
38 VS-382V AS READ, GLAZING BULB (DIETER 75/80) PVC PROTOTYPE Oo Lu Z
lL
39 WS-W33321 AS REQA .187' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB LU) O
0 � �Qo (A
40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - U �'= y
SECTION AT LEVER LATCH LOCK �saG a}}!1 sauaS
41 HD-12-10042 AS REQ.D .350' REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY
42 WS-32011 AS REQ,D FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY +'' ( i F;'` •';
43 HD-CLIP ANGLE 2/EACH 2 x 2 x 1/4' CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHENENT) ALIMiINUM
44 - 3/CORNER #10 x 1-1/4' PHP. PH. SMS.(PANEL 8 FRAME ASSEMBLY) S. STEEL - W h`
. ` ..
45 - SEE ELEV, #14 x 3/4' H&L TEK (M#)LLION ATTACHMENT) S. STEEL No. 8705
46 - 8/HINGE , 4/CLIP #12-24 x I/2' PHP. FH, UC.THREAD FORMING S. STEEL - SEALANTS
47 - 2/EACH #6 x 1/2' PHP. TH.SMS, (ASTRAGAL ATTACHMENT) S. STEEL -
48 - i/EACH #10 x 3/4' PHP.PH, SMS.(BOLT LOCK / FLUSHBOLT GUILE ASSY,) S. STEEL - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH l TV
GE SCS2000 SILICONE SEALANT � ,49 03/B'-16 NUT 4/LEAF 03/8'-16 SERRATED-FLANGE NUT (ZINC PLATED) STEEL - ,T '
50 - 2/FLUSHBDLT #8-32 x 1/2' PHP, PH. MS. (FLUSH]BOLT ASSEMBLY) S.STEEL - r °M "
51 HD-DOOR SWEEP 1/EACH DOOR SWEEP (OPTIMAL), SECURED W/ #6 x 1/2' PHP. PH.SMS. ALUMINUM SCREEN TECH 'r, ,/(fg P Ea c
52 ND-34-10003 I/SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME .IAMBS ONLY) NYLON
53 - 4/BLOCK #12 x 5/8' HMI. SMS. (SHEAR BLOCK ASSY.) S. STEEL - A.LYNN MILLER,P.E.
P.E.#58705
�® LOCK (ACTIVE) STILE
O
ASTRAGAL
s
N
_ 4
10-24 x 2-1/2"
HP. PH. 5S. MS.
0.450" OD x .031"
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NYLON WAS-HER
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