HomeMy WebLinkAboutAPPROVED NOA19102908M IAM I-DADE MIAMI-DADE COUNTY
i 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.gov/building
E.S. Windows, LLC
3550 NW 49`h Street
Miami, FL 33142
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 "ES-8000" Aluminum Window Wall System - L.M.I.
APPROVAL DOCUMENT: Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System
(L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 5.2, 6, 6.1, 6.2, 7, 7.1 and 8 through 12 of 12, dated 08/03/07, with
revision F dated 09/28/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,
bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla,
Colombia, 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 Building Official.
This NOA revises NOA No. 18-0129.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 19-1029.08
O! 48/?�flo Expiration Date: April 03, 2023
Approval Date: January 16, 2020
Page 1
E.S. Windows, LLC
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. 084204.06)
2. Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)",
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 5.2, 6, 6.1 and 7 through 12 of 12, dated 08/03/07, with
revision E dated 10/20/17, prepared by Al-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E.
(Submitted under NOA No. 184129.05)
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Drop Load Test, per ANSI Z97.1 (400 foot-pound impact)
along with marked -up drawings and installation diagram of an aluminum window wall
system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-9605, dated 08/16/17, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.18-0129.05)
2. 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 20L94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum window wall
system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-8372, dated 03/24/16, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 17-0227.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Drop Load Test, per CPSC 16 CFR 1201 (400 foot-pound impact)
along with marked -up drawings and installation diagram of an aluminum window wall
system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5447, dated 12/19/07, signed and sealed by Michael R. We P.E.
(Submitted under NOA No. 08-0204.06)
Ol 0g�2oZ0
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 19-1029.08
Expiration Date: April 03, 2023
Approval Date: January 16, 2020
E-1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 08/30/17, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.18-0129.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 174114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0l/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17A808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23 0
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no
financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 184129.05)
2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla,
Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by
Carla Garcia Torrente and by Andres Chamorro, respectively.
(Submitted under NOA No. 12-0308.36)
3. Private Labeling Agreement document in conformance to Product Control guidelines
dated 04/09/09 signed by Jose Nunez.
(Submitted under NOA No. 12-0308.36)
4. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration
Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel,
P.E.
(Submitted under NOA No. 08-0204.06)
5. Testing Proposal issued by the Product Control Section, dated 10/16/14, signed by
Jaime Gascon, P.E.
(Submitted under NOA No. 17-0227.08)
G. OTHERS
1. Notice of Acceptance No. 17-0227.08, issued to ES Windows, LLC for their Series
"8000" Aluminum Window Wall System -L.M.I., approved on OS/11/1 and expiring
on 04/03/18. /P 01Og v2d
Carlds M. Utrera, P.E.
Product Control Examiner
NOA No. 19-1029.08
Expiration Date: April 03, 2023
Approval Date: January 16, 2020
E-2
E.S. Windows, L.L.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W07-60, titled "Series 8000 Alum. Window WY (L.M.I.)",
sheets 1, 1.1, 2, 35 43 53 5.1, 5.25 6, 6.1, 6.2, 7, 7.1 and 8 through 12 of 12, dated
08/03/07, with revision F dated 09/28/18, prepared by Al-Farooq Corporation, 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) Forced Entry Test, per FBC 2411.3.2.1 and AAMA 1304-02
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Series ES-9000
aluminum outswing door, prepared by Blackwater Testing, Inc., Test Report No.
BT-ESW48-004, dated 05/17/18, signed and sealed by Constantin Bortes, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 09/12/18, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance V. 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 0
2. Notice of Acceptance No. 194305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no
financial interest, dated September 12, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0129.05, issued to E.S. Windows, LLC for their Series
"ES-8000" Aluminum Window Wall System -L.M.I., approved on 04/ 2/187 and
expiring on 04/03/23. 01/00'V
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 19-1029.08
Expiration Date: April 03, 2023
Approval Date: January 16, 2020
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ANCHORS TYPE A, B, C OR D 1
2, 3, 4 OR 5 AT EACH JAMB--)
SEE SHEETS 5, 5.1 & 5.2
SERIES 8000 ALUMINUM WINDOW WALL SYSTEM
THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT
SHUTTERS ARE NOT REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE,
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
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ANCHORS TYPE A, B, C OR D I
2, 3, 4 OR 5 AT EACH SIDE OF MULLION--/
SEE SHEETS 5, 5A & 5.2
TYPICAL ELEVATION
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
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SEE E.S.\WINDOWS
L.M.I. DOOR\NOA N
FOR DOOR RA�ING =
&DETAILS. \ w =
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�,_ DOOR MULLION ANCHORS
SEE SHEET 7
STEP 'I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON
WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING
APPLICABLE ASCE 7 STANDARD.
STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY
OF DESIRED GLASS SIZE,
STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND
HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR
WINDOW WALL MULLION AND SHEETS 6 & 7 FOR
DOOR MULLION
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD,
STEP 4 CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM
USING CHARTS ON SHEETS 5, 5.1 & 5.2
FOR DOOR MULLION ANCHOR CAPACITY SEE CHART
ON SHEET 7,
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND
4 SHALL APPLY TO ENTIRE SYSTEM.
D.L. OPG.
WIDTH
SEE CHART
SHEET 2
D.L. OPG.
WIDTH
SEE CHART
SHEET 2
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ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. CIL
PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 19=1029.08
Expiration4/03/2023
By
Miami -Dade Product Control
LAMINATED GLASS
LARGE MISSILE IMPACT
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FOR 1/4" SHIMS Ct25,2019;
HEAD/SILL BY ��® gT4\TE pg drawing no.
MAXIMUM DESIGN LOAD RATING = + 70.0 PSF
8" MAX. SPACING CORNERS Miami -Dade Product Control P
FOR 3/8" SHIMS — 70.0 PSF �� '"eolt\® so o �e
TYPICAL ELEVATION °�� —per W07-60
(FOR SINGLE UNITS SHOWN IN THIS SHEET OR SMALLER) ,��t��®NIQL sheet 1 a 1 of 12
SINGLE (0) PANEL
GLASS LOAD CAPACITY - PSF
NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B'
D.L.O. WIDTH D.LO. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-)
28" 80.0 130.0
32" 80.0 130.0
36" 80.0 130.0
40" 80.0 130.0
84-1/2"
44-1 /4" 80.0 130.0
48" 80.0 130.0
52" 80.0 130.0
56-1 /4" 80.0 130.0
28" 80.0 130.0
32" 80.0 130.0
36" 80.0 130.0
40" 90-1/2" 80.0 130.0
44-1 /4" 80.0 130.0
48" 80.0 130.0
52" 80.0 130.0
28" 80.0 130.0
32 80.0 130.0
36" 80.0 130.0
40" 96-1/2" 80.0 130.0
44-1 /4" 80.0 130.0
48" 80.0 130.0
52" 80.0 127.2
28" 80.0 130.0
32" 80.0 130.0
36" 80.0 130.0
102-1/2"
40" 80.0 130.0
44-1 /4" 80.0 130.0
48" 80.0 128.9
28" 80.0 130.0
32 80.0 130.0
36" 108-1/2 80.0 130.0
40" 80.0 130.0
44-1 /4" 80.0 130.0
28" 80.0 130.0
32" 80.0 130.0
36" 80.0 130.0
40" 114-1/2" 80.0 130.0
44-1 /4" 80.0 130.0
48-1/2" - 90.0
51-1/2" - 90.0
44-1/4" - 90.0
48" 120-1/2" - 90.0
50 - 90.0
44-1/4" - 90.0
126-1/2"
48" - 90.0
40" - 90.0
44-1/4" 132-1/2" - 90.0
46" - 90.0
40" - 90.0
138-1/2"
44-1 /4" - 90.0
NOTE:
INTERPOLATION BETWEEN WIDTHS ALLOWED,
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GLASS CAPACITIES ON THIS SHEET ARE
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1/4" HEAT STREN'D GLASS
SILICONE
DOWSIL 982
DOWSIL 795
GLASS TYPE `A'
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By 'Kuraray America, Inc.'
1/4" HEAT STREN'D GLASS
SILICONE
DOWSIL 983
DOWSIL 795
GLASS TYPE `B'
PRODUCT REVISED
as complying with the Florida
Building Code
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Expiration D 04/03/2023
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Oct 25,201`MEMO
§TATEOF drawing no.
®�%��'�����\\` sheet 2 of 12
MULLION LOAD CAPACITY - PSF
MULLIONS WITHOUT INTERMEDIATE HORIZONTALS
JAMB 'J2' UNANCHORED
JAMB 'J1' JAMB 'Jl' JAMB 'J3' JAMB '13' JAMB OPTIONS
NOMINAL DIMS. MULL 'M1' MULL 'M2' MULL 'M3' MULL 'M4, MULL OPTIONS
EXT. (+) EXT. (+) EXT. (+) EXT. (+)
WIDTH (W) FRAME HEIGHT INT. (-) INT. (-) INT. (-) INT. (-)
30" 130.0 130.0 130.0 130.0
36" 130.0 130.0 130.0 130.0
42" 86-1/2" 130'0 130.0 130.0 130.0
48" 130.0 130.0 130.0 130.0
54" 130.0 130.0 130.0 130.0
60" 127.3 130.0 130.0 130.0
30" 130.0 130.0 130.0 130.0
36" 130.0 130.0 130.0 130.0
42" 130.0 130.0 130.0 130.0
90"
48" 130.0 130.0 130.0 130.0
54" 122.9 130.0 130.0 130.0
60" 114.9 130'0 130.0 130.0
30" 130.0 130.0 130.0 130.0
36" 130.0 130.0 130.0 130.0
42" 121.1 130.0 130.0 130.0
96"
48" 108.6 130.0 130.0 130.0
54" 99A 130.0 125.E 130.0
60" 92.4 130.0 116.3 130.0
30" 130.0 130.0 130.0 130.0
36" 127.6 130.0 130.0 130.0
42 98-1/2" 111.6 130.0 130.0 130.0
48" 100.0 130.0 130.0 130.0
54" 91.4 130.0 118.6 130.0
58" 86.8 130.0 112.4 130.0
30" 130.0 130.0 130.0 130.0
36" 114.5 130.0 130.0 130.0
42 102" 100'0 130.0 130.0 13MO MULLION LOAD CAPACITY - PSF
48" 89.5 130.0 120.9 130.0 MULLIONS W/O INTERMEDIATE HORIZONTALS
54" 81.6 130.0 109.8 130.0 JAMB 'J2'
56" 79.4 127.7 106.7 130.0 JAMB 'J3'
NOMINAL DIMS. MULL 'M4'
30" 113.5 130.0 130.0 130.0
EXT. (+)
36" 95.9 130.0 130.0 130.0 WIDTH (W) FRAME HEIGHT INT. (-)
42" 108" 83.6 130.0 120.3 130.0 54^ 90.0
48" 74.6 120.0 107.0 130.0 57" 120" 90.0
53" 68.8 110.7 98.4 130.0 30^ 90.0
30" 105.9 130.0 130.0 130.0 36" 90'0
36" 89A 130.0 130'0 130'0 42" 126" 90.0
42" 110-1 /2" 77.8 125.2 114.7 130.0 48" 90.0
48" 69.4 111.6 101.9 130'0 54" 90.0
52" 64.9 104.5 95.1 130.0 30" 90.0
30" 96.2 130.0 130.0 130.0 36" 90,0
36" 81.2 130.0 123.8 130.0 42" 132" 90.0
42" 114" 70.6 113.E 107.4 130.0 48" 90.0
48" 62.9 101" 95.3 130.0 52" 90.0
50" 60.8 97.7 92.0 130.0 30" 90.0
30" 82.3 130.0 130'0 130.0 36 IF 90.0
36" 120" 69.3 111.5 111.4 130.0 42" 138" 90.0
42" 60.2 96.9 96.5 130.0 48" 90.0
48" 53.5 86.1 85.5 130.0 50" 86•9
30" 90.0
NOTE: 36" 90.0
INTERPOLATION BETWEEN WIDTHS ALLOWED, 144"
42" 89.4
48" 79.0
UNANCHORED
JAMB OPTIONS
MULL OPTIONS
JAMB 'Jl'
Ix IN"'4
Sx
IN�3
6.6509
2.6421
MULLION 'Ml'
Ix
IN�4
Sx IN"3
6.7195
2.6757
JAMH 'J2'
Ix
IN"4
Sx IN"'3
10.64851
4.4452
MULLION 'M2'
Ix IN"4
Sx IN"3
10.8072
3.7590
x
c�
w
x
LJL
LL
W3
yv i
W2
WIDTH (W) _
AT FRAME JAMB
WIDTH (W) _
AT FRAME MULLION
W1
W2 + W3
2
JAMB 'd3'
Ix IN�4 Sx IN�3
ALUMINUM 6.6509 2.6421
STEEL 2.7506 1.2225
TOTAL 14.6276
Ix PLUM + Ix STL x 2.9
MULLION 'M3'
MULLION 'M4'
Ix IN"4 S% IN"'3 Ix IN�4 Sx IN�3
ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757
STEEL 2.7506 1.2225 STEEL 3.7533 1.668
TOTAL 14.6962 TOTAL 17:047
Ix uuM + Ix rn x 2.9 Ix ALUM + Ix STL x z.s
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 19=1029.08
ExpirationXDe&041103/2023
By
Miami -Dads Product Control
MULLIONS
Oct 25,201T
§Ta�TE of ° �:
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m
W
W
x
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U
Q
2
Q
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W
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O
2
7
z
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drawing no.
W07-60
sheet 3 of 12
MULLION LOAD CAPACITY - PSF
MULLIONS WITH INTERMEDIATE HORIZONTALS
JAMB 'J2'
UNANCHORED
JAMB 'J1'
[ I
JAMB 'J1'
JAMB 'd3'
dAMB 'd3' JAMB
OPTIONS
NOMINAL DIMS.
MULL 'Mi'
MULL 'M2'
MULL 'M3'
MULL 'M4, MULL
OPTIONS
WIDTH (W)
FRAME HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-) I
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
30"
36"
42..
48"
54"
60"
78"
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
30"
36"
42"
48"
54"
60"
86-1/2"
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
118.9
130.0
130.0
130.0
107.0
130.0
124.8
130.0
30"
36"
42"
48"
54"
60"
90„
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
119.2
130.0
130.0
130.0
105.9
130.0
128.1
130.0
95.3
130.0
115.3
130.0
30"
36"
42"
48"
54"
60"
96„
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
112.2
130.0
130.0
130.0
98.2
130.0
126.7
130.0
87.3
130.0
112.6
130.0
78.5
122.1
101.4
130.0
30"
36"
42"
48"
54"
58"
98-1/2"
130.0
130.0
130.0
130.0
121.2
130.0
130.0
130.0
103.9
130.0
130.0
130.0
90.9
130.0
120.3
130.0
80.8
128.9
107.0
130.0
75.2
120.0
99.6
130.0
30"
36"
42"
48"
54"
56"
102"
130.0
130.0
130.0
130.0
109A
130.0
130.0
130.0
93.6
130.0
128.3
130.0
81.9
130.0
112.2
130.0
72.8
117.0
99.8
130.0
70.2
112.8
96.2
130.0
30"
36"
42"
48"
53"
108"
110.3
130.0
130.0
130.0
91.9
130.0
130.0
130.0
78.8
126.8
114A
130.0
69.0
110.9
100A
130.0
62.5
100.4
90.7
130.0
30"
36"
42"
48"
52"
110-1/2"
103.0
130.0F27
130.0
85.8
130.0
130.0
73.6
118.3
130.0
64A
103.E
130.0
59.4
95.6
130.0
30"
36"
42"
48"
50"
114"
93.8
130.0
130.0
130.0
78.2
125.7
119.8
130.0
67.0
107.8
102.7
130.0
58.6
94.3
89.8
130.0
56.3
90.5
86.2
130.0
30"
36"
42"
48"
120"
80.4
129.4
129.7
130.0
67.0
107.8
108.1
130.0
57.5
92.4
1 92.7
130.0
503
80.9
81.1
130.0
MULLION LOAD CAPACITY -PSF
LLtONS 1RTH INTERMEDIATE HORIZONTAL
JAMB 'J2'
JAMB
UNANCHORED
OPTIONS
MULL OPTIONS
JAMB 'Jl'
Ix IN'"4 SX IN�3
6.6509 2.6421
MULLION 'Ml'
Ix IN�4 Sx IN"'3
6.7195 2.6757
JAMB 'J2'
Ix IN�4
MULLION 'Ml'
Ix IN�4 Sx IN"'3
6.7195 2.6757
JAMB 'J2'
Ix IN�4
JAMB 'J2'
Ix IN�4
Sx IN"'3
10.6486
4.4452
MULLION 'M2'
Ix IN�4
Sx IN�3
10.8072
3.7590
INTERMEDIATE HORIZONTALS
c�
w
x
w
Of
W
�V W3
W1
W2
WIDTH (W) _
AT FRAME JAMB
WIDTH (W) _
AT FRAME MULLION
W1
W2 + W3
2
NOTE:
INTERPOLATION BETWEEN WIDTHS ALLOWED.
JAMH 'd3'
Ig IN�4 SX IN�3
ALUMINUM 6.6509 2.6421
STEEL 2.7506 1.2225
TOTAL 14.6276
Ix ALUM + Ix STL X 2.9
MULLION 'M3'
MULLION 'M4'
Ix IN"4 Sx IN�3 Ix IN�4 Sx IN" 3
ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757
STEEL 2.7506 1.2225 STEEL 3.7533 1.668
TOTAL (1)
14.6962 TOTAL 17.6047
Iz ALUM + Ix STL X 2.9 Ix ALUM + Ix STL X 2.9
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 19-7 029.08
Expiration Date 04/03/2023
By
Miami-DaHelProduct Control
MULLIONS
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Oct 25,2019�
STATE OF �2
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drawing
no.
W07-60
sheet 4 of 12
INTERMEDIATE
HORIZONTALS
OPTIONAL
ALL FIXED LITES
w�
WIDTH (W) _
Irr.
A2. B2. C2. D2
C7
2
4"
WIDTH (W} _
3"
TYP.
A3. B3. C3. D3
Irr.
E.S. WINDOWS
DOOR
SEE SEPARATE NOA
II / II D OR I /IIIII\ II
III II IIIII II
OR
ulll u
0 E •i. IIIII .j. I
w % IIIII % ry
L)i
Ill'IIrL ¢ i
I I II / 11 'III' II
II u I u
W2
wi w2
W1 + W2
2
I� F I
q,^ TYP.
A4. B4. C4. D4
ANCHORS TYPES: SEE SHEEP 8 FOR DESCRIPTION
A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION
A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION
A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION
A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION.
Irr.
WIDTH (W) _
A5. B5. C5
Irr.
w
x
W
12�
w
i
i
E.S. WINDOWS
DOOR & TRANSOM
SEE SEPARATE NO
j;
_j.
w�
w2
WIDTH (W) W1 + W2
2
SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART.
SEE SHEET 8 FOR ANCHOR DESCRIPTION.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 19=1029.08
Expiration Date 04/03/2023
Byde
a" Product
Product Control
ANCHORS
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® STATE OF �19� drawing no.
**soma W07mmmmaE60
�6�A1�10�� sheet 5 of 12
'D'
D4
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0"log
SEE SHEETS 5 AND 8
FOR ANCHOR DESCRIPTION.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Wo. 19=1029.08
Expiration D 04/03/2023
By
Miami -Da a Product Control
ANCHORSJ
`1111 I/i���'
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®goo� . STATE OF �q�
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SPACE
A4
95.9
79.9
A5
119.9
99.9
85.6
74.9
3/8"
B2
67.9
56.6
48.5
42.5
37.7
34.0
65.3
54A
46.6
40.8
36.3
ee-
32.6
61.2
51.0
43.7
38.3
34.0
30.6
59.6
49.7
42.6
37.3
33.1
29.8
57.6
48.0
41.1
36.0
32.0
28.8
54A
45.3
38.9
34.0
30.2
27.2
53.2
ANCHOR
SHIM
B3
101.9
84.9
72.8
63.7
56.6
50.9
97.9
81.6
69.9
61.2
54.4
49.0
91.8
76.5
65.6
57A
51.0
45.9
89.5
74.6
63.9
55.9
49.7
44.7
86A
72.0
61.7
54.0
48.0
43.2
81.6
68.0
58.3
51.0
45.3
40got.8
79.8
66.5
57.0
49.8
44.3
39.9
77.3
64.4
55.2
48.3
42.9
38.7
LOAD
EXT.(+)
ANCHORS
SPACE
B4
130.0
113.2
97.0
84.9
75.5
67.9
130.0
108.8
93.3
81.6
72.5
65.3
122.4
102.0
87.4
76.5
68.0
61.2
119.3
99A
85.2
74.6
66.3
59.6
115.2
96.0
82.3
72.0
64.0
57.6
108.8
90.7
77.7
68.0
60.4
54.4
106.3
88.6
76.0
66.5
59.1
53.2
103.1
85.9
73.6
64.4
57.3
51.5
CAPACITY
& INT.(-)
B5
130.0
130.0
121.3
106.1
94.3
84.9
130.0
130.0
116.6
102.0
90.7
81.6
130.0
127.5
109.3
95.6
85.0
76.5
130.0
124.3
106.5
93.2
82.8
74.6
130.0
120.0
102.9
90.0
80.0
72.0
130.0
113.3
97.1
85.0
75.6
68.0
130.0
110.8
94.9
83.1
73.8
66.5
128.8
107.4
92.0
80.5
71.6
64.4
TYPE 'Be
1/2"
B2
53.3
44A
38.1
33.3
29.6
26.6
51.2
42.7
36.6
32.0
28.4
25.6
48.0
40.0
34.3
30.0
26.7
24.0
46.8
39.0
33A
29.2
26.0
23A
45.2
37.6
32.3
28.2
25.1
22.6
42.7
35.6
30.5
26.7
23.7
21.3
41.7
34.8
29.8
26.1
23.2
20.9
40.4
33.7
28.9
25.3
22.5
20.2
- PSF
SHIM
B3
79.9
66.6
57.1
49.9
44.4
40.0
76.8
64.0
54.9
48.0
42.7
38A
72.0
60.0
51 A
45.0
40.0
36.0
70.2
58.5
50.1
43.9
39.0
35.1
67.8
56.5
48.4
42.4
37.6
33.9
64.0
53.3
45.7
40.0
35.6
32.0
62.6
52.1
44.7
39.1
34.8
31.3
60.6
50.5
43.3
37.9
33.7
30.3 eeetieeee40A
SPACE
B4
106.5
88.8
76.1
66.6
59.2
53.3
102.4
85.3
73.1
64.0
56.9
51.2
96.0
80.0
68.6
60.0
53.3
48.0
93.6
78.0
66.8
58.5
52.0
46.8
90.4
75.3
64.5
56.5
50.2
45.2
85.3
71.1
61.D
53.3
47A
42.7
83.4
69.5
59.6
52.1
46.3
41.7
80.8
67.4
57.7
50.5
44.9
oeeeeC2
B5
130.0
111.0
95.1
83.2
74.0
66.6
128.0
106.7
91.4
80.0
71 A
64.0
120.0
100.0
85.7
75.0
66.7
60.0
117.0
97.5
83.5
73A
65.0
58.5
112.9
94.1
80.7
70.6
62.7
56.5
106.7
88.9
76.2
66.7
59.3
53.3
104.3
86.9
74.5
65.2
57.9
52.1
101.1
84.2
72.2
63.2
56.1
50.5
3/8"
115.9
96.6
82.8
72.4
64.4
57.9
111.4
92.8
79.5
69.6
61.9
55.7
104.4
87.0
74.6
65.3
58.0
52.2
101.8
84.8
72.7
63.6
56.5
50.9
98.3
81.9
70.2
61.4
54.6
49.1
92.8
77.3
66.3
58.0
51.6
46.4
90.7
75.6
64.8
56.7
50.4
45.4
87.9
73.3
62.8
54.9
48.8
44.0
SHIM
C3
130.0
130.0
123.7
108.2
96.2
86.6
130.0
130.0
118.9
104.0
92.4
83.2
130.0
130.0
111.4
97.5
86.7
78.0
130.0
126.7
108.6
95.0
84.5
76.0
130.0
122A
104.9
91.8
81.6
73A
130.0
115.E
99.0
86.7
77.0
69.3
130.0
112.9
96.8
84.7
75.3
67.8
130.0
109.5
93.8
82.1
73.0
65.7
ANCHORS
SPACE
eete
C4
130.0
130.0
130.0
130.0
128.7
115.9
130.0
130.0
130.0
130.0
123.7
111.4
130.0
130.0
130.0
130.0
116.0
104.4
130.0
130.0
130.0
127.2
113.1
101.8
130.0
130.0
130.0
122.8
109.2
98.3
130.0
130.0
130.0
116.0
103.1
92.8
130.0
130.0
129.6
113A
100.8
90.7
130.0
130.0
125.6
109.9
97.7
87.9
C5
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
13Q.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
127.2
130.0
130.0
130.0
130.0
130.0
122.8
130.0
130.0
130.0
130.0
128.9
116.0
130.0
130.0
130.0
130.0
126.0
113.4
130.0
130.0
130.0
130.0
122.1
109.9
TYPE "Co
1/2"
C2
91.4
76.2
65.3
57eee.2
50.8
45.7
87.9
73.2
62.8
54.9
48.8
43.9
82.4
68.7
58.9
51.5
45A
41.2
80.3
66.9
57.4
50.2
44.6
40.2
77.6
64.6
55.4
48.5
43.1
38.8
73.2
61.0
52.3
45.8
40.7
36.6
71.6
59.7
51.1
44.7
39.8
35.8
69.4
57.8
49.6
43.4
38.5
34.7
SHIM
C3
130.0
114.3
98.0
85.7
76.2
68.6
130.0
109.9
94.2
82.4
73.2
65.9
123.E
103.0
88.3
77.3
68.7
61.8
120.5
100.4
86.0
75.3
66.9
60.2
116.3
96.9
83.1
72.7
64.6
58.2
109.9
91.6
78.5
68.7
61.0
54.9
107A
89.5
76.7
67.1
59.7
53.7
104.1
86.7
74eemm.3
65.1
57.8
52.0
SPACE
C4
130.0
130.0
130.0
114.3
101.6
91.4
130.0
130.0
125.6
109.9
97.7
87.9
130.0
130.0
117.7
103.0
91.6
82.4
130.0
130.0
114.7
100.4
89.2
80.3
130.0
129.3
110.8
96.9
86.2
77.6
130.0
122.1
104.6
91.6
81.4
73.2
130.0
119.3
102.3
89.5
79.5
71.6
130.0
115.E
99.1
86.7
77.1
69.4
C5
130.0
130.0
130.0
130.0
127.0
114.3
130.0
130.0
130.0
130.0
122.1
109.9
130.0
130.0
130.0
128.8
114.4
103.0
130.0
130.0
130.0
125.5
111.5
100.4
130.0
130.0
130.0
121.2
107.7
96.9
130.0
130.0
130.0
114A
101.7
91.6
130.0
130.0
127.8
111.9
99.4
89.5
130.0
130.0
123.9
108.4
96A
86.7
1/4"
ANCHORS
D2
130.0
130.0
124.0
108.5
96.4
86.8
130.0
130.0
119.2
104.3
92.7
83.4
130.0
130.0
111.7
97.8
86.9
78.2
130.0
127.0
108.9
95.3
84.7
76.2
130.0
122.7
105.1
92.0
81.8
73.6
130.0
115.9
99.3
86.9
77.2
69.5
130.0
113.2
97.1
84.9
75.5
67.9
130.0
109.8
94.1
82.3
73.2
65.9
MAX. SHIM
TYPE
D3
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
125.1
130.0
130.0
130.0
130.Q
130.0
117.3
130.0
130.0
130.0
130.0
127.0
114.3
130.0
130.0
130.0
130.0
7
122.meweee
110.4
130.0
130.0
130.0
130.0
115.9
104.3
130.0
130.0
130.0
127.4
113.2
101.9
130.0
130.0
130.0
123.5
109.8
98.8
NOMINAL
WIDTH (W)
30"
36"
42"
48"
54"
60"
DIMS.
FRAME HEIGHT
86-1 /2"
3/8"
A2
61.3
51.1
SHIM
A3
91.9
76.6
ANCHORS
SPACE
A4
122.2
101.8
A5
130.0
127.6
TYPE 'A'
1/2"
A2
47.9
40.0
SHIM
A3
71eww�.9
59.9
D
m °ree
ZLLJ M N
f' M n
O G N
w N
a
W LL
G loom
O V N
0 4i ei
a O W gogge M p
Q Cam. C a�q
N C N
a W N
w N
Z_ to
Q
Q
43.8
38.3
65.6
57.4
87.3
76.4
109A
95.7
34.2
30.0
51.4
44.9
68.5
59.9
34.0
51.1
67.9
85.1
26.6
40.0
53.3
66.6
30.6
45.9
61.1
76.6
24.0
36.0
47.9
59.9
115.2
96.0
82.3
72.0
64.0
30"
36"
42"
48"
54"
60"
30"
36"
42"
48"
54"
60"
90"
96"
58.9
49,1
42.1
88.3
73.6
63.1
117.4
97.9
83.9
130.0
122.7
105.1
46A
38.4
32.9
69.1
57.6
49A
92.2
76.8
65.8
36.8
32.7
55.2
49.1
73.4
65.2
92.0
81.8
28.8
25.6
43.2
38.4
57.6
51.2
29.4
55.2
44.2
82.8
58.7
110.1
73.6
130.0
23.0
43.2
34.6
64.8
46.1
86A
57.6
108.0
90.0
46.0
69.0
91.8
115.0
36.0
54.0
72.0
-
w
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cn
J
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m
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n
00
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J LLJ
3 vob ~i �,
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39.4
34.5
59.1
51.8
78.6
68.8
98.6
86.3
30.9
27.0
46.3
40.5
61.7
54.0
77.1
67.5
30.7
27.6
46.0
41 A
61.2
55moommomon.1
76.7
69.0
24.0
21.6
36.0
32.4
48.0
43.2
84.2
60.0
54Me,.0
105.3
30"
36"
42"
4g"
54"
60"
30"
36"
42"
48"
54"
60"
98-1/2"
102"
53.8
80.7
107.3
130.0
42.1
63.2
44.8
67.2
89A
112.1
35.1
52.6
70.2
87.7
75.2
65.8
38A
57.6
76.6
96.1
30.1
45.1
60.1
33.6
50.4
67.1
84.1
26.3
39.5
52.6
29.9
44.8
59.6
74.7
23.4
35.1
46.8
58.5
eeeee�26.9
52.0
40.3
77.9
53.7
103.6
67.2
129.9
21.1
40.7
31.6
61.0
42.1
81.3
52.6
101.6
43.3
64.9
86.4
108.2
33.9
50.8
67.8
84.7
weeee�
37.1
55.7
74.0
92.8
29.0
43.6
58.1
72.6
32.5
48.7
64.8
81.2
25.4
38.1
50.8
63.5
mmeeee 28.9
43.3
57.6
72.2
22.6
33.9
45.2
56.5
26.0
39.0
51.8
64.9
20.3
38.4
30.5
57.6
40.7
76.8
50.8
96.0
c
`
L
w
10 N
N
a
o
N
a
_
c>
z
�,
z
z
v
z
30"
36"
42"
4g"
54"
60"
30"
36"
42"
48"
54"
60"
30"
36"
42"
48"
54"
60"
108"
110-1/2"
1 14"
49.1
73.6
97.9
122.7
40.9
61.3
81.6
102.2
32.0
48.0
64.0
80.0
35.0
52.6
69.9
87.6
27.4
41.1
54.9
68.6
30.7
27.3
24.5
48.0
46.0
40.9
36.8
71.9
61.2
54.4
48.9
95.7
76.7
68.1
61.3
119.9
24.0
21.3
-
37.5
36.0
32.0
28.8
56.3
48.0
42.7
38.4
75.1
60.0
53.3
48.0
93.8
eeee�40.0
34.3
59.9
51.4
79.7
68.3
99.9
85.6
31.3
26.8
46.9
40.2
62.6
53.6
78.2
67.0
44.3
38.0
33.2
29.5
iii
0
�
ee,
eee
L
30.0
45.0
59.8
74.9
23.5
35.2
46.9
58.eteee6
e
^000
N
n
N
N
26.6
40.0
53.1
66.6
20.9
31.3
41.7
52.1
24.0
46.5
36.0
69.7
47.8
92.7
59.9
116.2
_
36.4
28.1
54.6
37.5
72.8
46.9
90.9
75.8
65.0
56.8
50.5
26.6
51.5
42.9
36.8
32.2
28.6
25.8
U
O
w
o
O
t7
0
�[
t
U
38.7
33.2
29.1
25.8
58.1
49.8
43.6
38.7
77.3
66.2
57.9
51.5
96.8
83.0
72.6
64.6
30eeeeeeeeee.3
26.0
22.7
20.2
45.5
39.0
34.1
30.3
60.6
52.0
45.5
40.4
o
c
o
fi
.
O
o
o
a
r
a
i
6
23.2
34.9
46.4
58.1
-
27.3
36.4
45.5
drawing no.
sheet 5.1 of 12.
ANCHOR LOAD CAPACITY - PSF
EXT,(+) & INT.(-) 1/¢" MAX. SHIM
ANCHORS TYPE 'A' ANCHORS TYPE ANCHORS TYPE 'C'
NOMINAL DIMS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE
WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A3 A4 A5 B2 B3 B4 B5 B2 B3 B4 B5 C2 C3 C4 C5 C2 C3 C4 C5 D2 D3 D4
30" 44.2 66.2 88.1 110.4 34.6 51.8 69.1 86A 49.0 73A 97.9 122.4 38.4 57.6 76.8 96.0 83.5 124.8 130.0 130.0 65.9 98.9 130.0 130.0 125.1 130.0 130.0
36" 36.8 55.2 73.4 92.0 28.8 43.2 57.6 72.0 40.8 61.2 81.6 102.0 32.0 48.0 64.0 80.0 69.6 104.0 130.0 130.0 54.9 82.4 109.9 130.0 104.3 130.0 130.0
42" 120" 31.5 47.3 62.9 78.9 24.7 37.0 49.4 61.7 35.0 52.5 69.9 87.4 27.4 41.1 54.9 68.6 59.7 89.1 119.3 130.0 47.1 70.6 94.2 117.7 89.4 130.0 130.0
48" 27.6 41.4 55A 69.0 21.6 32.4 43.2 5490 30.6 45A 61.2 76.5 24.0 36.0 48.0 60.0 52.2 78.0 104.4 130.0 41.2 61.8 82A 103.0 78.2 117.3 130.0
54" 24.5 36.8 48.9 61.3 - 28.8 38.4 48.0 27.2 40.8 54.4 68.0 21.3 32.0 42.7 53.3 46.4 69.3 90.0 90.0 36.6 54.9 73.2 90.0 69.5 90.0 90.0
30" 42A 63A 83.9 90.0 32.9 49.4 65.8 82.3 46.6 69.9 90.0 90.0 36.6 54.9 73.1 90.0 79.5 90.0 90.0 90.0 62.8 90.0 90.0 90.0 F74,5
90.0 90.0
36" 35.0 52.6 69.9 87.6 27A 41 A 54.9 68.6 38.9 58.3 77.7 90.0 30.5 45.7 61.0 76.2 66.3 90.0 90.0 90.0 52.3 78.5 90.0 90.0 90.0 90.0
42" 126" 30.0 45.1 59.9 75.1 23.5 35.3 47.0 58.8 33.3 50,0 66.6 83.3 26.1 39.2 52.2 65.3 56.8 84.9 90.0 90.0 44.8 67.3 89.7 90.0 90.0 90.0
qg" 26.3 39.4 52.4 65.7 20.6 30.9 41.1 51 A 29A 43.7 58.3 72.9 22.9 34.3 45.7 57A 49.7 74.3 90.0 90.0 39.2 58,9 78.5 90.0 90.0 90.0
54" 23A 35.0 46.6 58.4 - 27.4 36.6 45.7 25.9 38.9 51.8 64.8 20.3 30.5 40.6 50.8 44.2 66.0 88.4 90.0 34.9 52.3 69.8 87.2 66.2 90.0 90.0
30" 40.1 60.2 80.1 90.0 31.4 47.1 62.8 78.5 44.5 66.8 89.0 90.0r29,1
.9 52A 69.8 87.3 75.9 90.0 90.0 90.0 59.9 89.9 90.0 90.0 90.0 90.0 90.0
36" 33.5 50.2 66.7 83.6 26.2 39.3 52A 65.5 37A 55.6 74.2 90.0 43.6 58,2 72.7 63.390.0 90.0 90.0 49.9 74.9 90.0 90.0 90.0 90.0 90.0
132"q2" 28.7 43.0 57.2 71.7 22.433.7 44.3 56.1 31.8 47.7 63.6 79.5 4.9 37 d 49.9 62.3 54.2 81.0 90.0 90.0 42.8 64.2 85.6 90.0 81.2 90.0
90,0
48" 25.1 37.6 50.0 62.7 - 29.5 39.3 49.1 27.8 1 41.7 55.6 69.5 r221,8 32.7 43.6 54.5 47.5 70.9 90.0 90.0 37.5 56.2 74.9 90.0 71.1 90.0 90.0
30 38A 57.6 76.6 90.0 30.1 45.1 60.1 75.1 42.6 63.9 85.1 9040 33A 50.1 66.8 83.5 72.6 90.0 90.0 90.0 57.3 86.0 90.0 90.0 90.0 90.0 90.0
36" F241
48.0 63.8 80.0 25.0 37.6 50.1 62.6 35.5 53.2 71.0 88.7 27.8 41.7 55.7 69.6 60.5 90.0 90.0 90.0 47.8 71.7 90.0 90.0 90.0 90.0 90.0
138"
42" 41.1 54.7 68.6 21.5 32.2 42.9 53.7 30.4 45.6 60.8 76.0 23.9 35.8 47.7 59.6 51.9 77.5 90.0 90.0 40.9 61.4 81.9 90.0 77.7 90.0 90.
48" 36.0 47.9 60.0 - 28.2 37.6 47.0 26.6 39.9 53.2 66.5 20.9 31.3 41.7 52.2 45A 67.890.0 90.0 35.8 53.7 71.7 89.6 68.0 90.0 90.0
30" 55.2 73.4 90.0 28.8 43.2 57.6 72.0 40.8 61.2 81.6 90.0 32.0 48.0 64.0 80.0 69.6 90.0 90.0 90.0 54.9 82A 90.0 90.0 90.0 90.0 90.0
36" 144" 30.7 46.0 61.2 76.7 24.0 36.0 48.0 60.0 34.0 51.0 68.0 85.0 26.7 40.0 53.3 6fi.7 58.0 86.7 90.0 90.0 45.8 68.7 90.0 90.0 86.9 90.0 90.0
42^ 26.3 39.4 52.4 65.7 20.6 30.9 41.1 51.4 29.1 43.7F51
53 72.9 22.9 34.3 45.7 57.1 49.7 74.3 90.0 90.0 39.2 58.9 78.5 90.0 74.5 90.0 90.0
48" 23.0 34.5 45.9 57.5 - 27.0 36.0 45.0 25.5 38.31.0 63.8 2000 30.0 40.0 50.0 43.5 65.0 87.0 90.0 34.3 51.5 68.7 85.8 65.2 90.0 90.0
•TI^K1 m=AICCAI minTuc ni? W IGNTC Al I nWFli.
II I I
lo---
4" TYP.
A4, B4. C4
ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION
A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION
A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
A6 = (6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B6 = (6) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C6 = (6) ANCHORS TYPE 'C AT EACH SIDE OF JAMB AND MULLION
A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
37 = (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
f�
q" TYP.
A5. B5. C5
3"
TYP.
A6, B6. C6 A7, B7
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 19=1029.08
Expiration Dpte
By
Miami-Oa�1e Product Control
In
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o.70592 o I T
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°'• Oct 25,201A
STATE OF9� drawing no.
/�'�i���®6�Ga° L 1� ���`� sheet 5.2 of 12
ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION,
E.S. WINDOWS
DOOR
SEE SEPARATE NOA
r
�
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E
w=
Uj
0
.j:
DELITE WIDTH
SEE CHART
JAMB 'JD1'
Ix IN�4
Sx IN"'3
6.570
2.7226
DOOR MULLION LOAD CAPACITY-PSF
SIDELITE
WIDTH
INCHES
FRAME
HEIGHT
INCHES
JAMB 'JD1'
MULL 'MD1'
JAMB 'JD1'
MULL 'MD2'
JAMB 'JD2'
JAMB 'JD3'
MULL 'MD3'
JAMB 'JD3'
MULL 'MD4'
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
32
36
42
48
54
60
86-1/2
1
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
32
36
42
48
54
98-1/2120.0
120.0
120.0
120.0
1120,0120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
87.7
120.0
116.1
120.0
32
36
42
48
110-1/2
79.8
120.0
118.5
120.0
75.8
120.0
112.6
120.0
70.6
113.6
104.9
120.0
66A
106.3
98.2
120.0
45 1/2" MAX.
DOOR WIDTH
CL TO CL DI
JAMB 'JD2'
Ix
IN"'4
S% IN�3
10.6577
3.8057
,
N
w
0
=
== =
0
z
a
0
ro
o
j.
0
INTERMEDIATE
HORIZONTALS
OPTIONAL
JAMB 'JD3'
w
a
w
Ix IN"4 Sx IN�3
ALUMINUM 6.570 2.7226
STEEL 2.7506 1.2224
TOTAL 14,5467
Ix ALUM +IxMX2.9
SIDELITE WIDTH � 85 3/4" MAX.
SEE CHART CL TO CL DIM.
MULLION 'MDl'
Ix
IN"'4
Sx IN�3
6.7195
2.6757
MULLION 'MD2'
Ix
IN�4
Sx IN"3
10.8072
4.4788
DOOR MULLION LOAD CAPACITY-PSF
JAMB 'JD2'
JAMB 'JD1' JAMB 'JD1' JAMB 'JD3' JAMB 5JD3'
SIDELITE FRAME MULL 1MD1' MULL 'MD2' MULL 'MD3' MULL 'MD4'
iPIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+)
INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-)
32 90.0 90.0 90.0 90.0
36 90.0 90.0 90.0 90.0
42 98-1/2 90.0 90.0 90.0 90.0
4g 90.0 90.0 90.0 90.0
54 87.7 90.0 90.0 90.0
32 79.8 90.0 90.0 90.0
36 75.8 90.0 90.0 90.0
110-1/2
42 70.6 90.0 90.0 90.0
48 66.1 90.0 90.0 90.0
32 72.6 90.0 90.0 90.0
36 114 69.1 90.0 90.0 90.0
42 64.3 00.0 90.0 90.0
4g 60.2 90.0 90.0 90.0
32 62.3 90.0 90.0 90.0
36 120 59.2 90.0 90.0 90.0
42 55.2 88.7 89.1 90.0
4g 51.6 83.0 83.4 90.0
90.0
89.8
144
83.6
78.3
45 1/2" MAX.
DOOR WIDTH
II • u /.
/ u
u =
E
co _ I
Fa
am
� p
Ow
II \ II
II \ II
-----
43 3/4"
MAX.
CL TO CL DIM.
DOOR-WINDOWALL
TRANSITION MULLION po
```�,Illilrraoi
PRODUCT REVISED ���°' ENs�`0
as complying with the Florida t`
Building Code
MULLION 'MD3' MULLION 'MD4' NOA-No. 19=1029.08
Ix IN"4 Sx IN"3 Ix IN" 4 Sx IN�3 Expiration Da a 04/03/2023 0 1
ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 ��®°°,
STEEL 2.7506 1.224 STEEL 3.7533 1.668 BY � % °.
TOTAL 14 6962 TOTAL 17.6041 Miami-D d Product Control �,��
Ix ALUM + Ix STL X 2.9 ix ALUM + he STL X 2.9
,
0
N
w
0
=
0
z
CL
0
let
°J
o
j_
0
E.S. WINDOWS
DooR
SEE SEPARATE NOA
D OR
i
0 D' OR
W=
=v
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w
,
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SIDELITE WIDTH
SEE CHART
V®.'�0592
02 5,2019,n
STATE ®F
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a
n
N
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=
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w
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O
w
O
a
L
w
z
w
=
O
a
o
a
a
�
z
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co
a
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n
m
o
o
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drawing no.
W07-60
sheet 6 of 12
DOOR MULLION LOAD CAPACITY - PSF
NOMINAL DIMS.
JAMB 'JD1'
MULL 'MD1'
JAMB 'JD1'
MULL 'MD2'
JAMB 'JD2'
JAMB 'JD3'
MULL 'MD3'
JAMB 'JD3'
MULL 'MD4'
WIDTH (W1)
INCHES
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
85-3/4
30
96
84
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
36
90.0
90.0
90.0
90.0
42
90.0
90.0
90.0
90.0
48
90.0
90.0
90.0
90.0
54
85.7
90.0
90.0
90.0
60
90.0
90.0
90.0
90.0
30
102
86.9
90.0
90.0
90.0
36
81.5
90.0
90.0
90.0
42
76.7
90.0
90.0
90.0
48
72.5
90.0
89.0
90.0
54
74.2
90.0
90.0
90.0
30
108
69.5
90.0
89A
90.0
36
65.4
90.0
84.4
90.0
42
61.7
90.0
80.2
90.0
48
60.2
90.0
81.7
90.0
30
114
56.6
90.0
77.4
90.0
36
53.3
85.8
73.4
87.8
42
50.5
81.2
69.9
83.5
48
49.7
80.0
71.9
85.9
30
120
46.8
75.3
68.1
81.5
36
44.2
71.2
64.8
77.4
42
41.9
67.5
61.7
73.8
48
85-3/4
30
102
90
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
36
86.6
90.0
90.0
90.0
42
81.2
90.0
90.0
90.0
4g
76.5
90.0
90.0
90.0
54
79.3
90.0
90.0
90.0
30
108
74.0
90.0
90.0
90.0
36
69.3
90.0
88.9
90.0
42
65.2
90.0
84.3
90.0
48
63.9
90.0
85.6
90.0
30
114
59.9
90.0
80.8
90.0
36
56.3
90.0
76.5
90.0
42
53.1
85.4
72.7
86.9
48
52.4
84.2
74.5
89.1
30
120
49.2
79.1
70.5
84.3
36
46.3
74.5
66.9
80.0
42
43.8
70.5
63.6
76.1
48
JAMB 'JD1'
Ix IN"4
SX IN"3
6.570
2.7226
JAMB 'JD2'
IX IN"4
SX IN�3
10.6577
3.8057
JAMB 'JD3'
Ix IN�4 Sx IN" 3
ALUMINUM 6.570 2.7226
STEEL 2.7506 1.2224
TOTAL 14.5467
Ix ALUM + Ix STL X 2.9
DOOR MULLION LOAD CAPACITY - PSF
JAMB 'JD2'
JAMB 'JD1' JAMB 'JD1' JAMB 'JD3' JAMB `JD3'
NOMINAL DIMS. MULL 'MD1' MULL 'MD2' MULL 'MD3' MULL 'MD4'
WIDTH (Wt)
INCHES
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT.(+)
INT.(-)
EXi.(+)
INT.(-)
INT.(-)
INT.(-
85-3/4
30
108
96
84.6
90.0
90.0
90.0
78.6
90.0
90.0
90.0
36
73.4
90.0
90.0
90.0
42
68.8
90.0
89.7
90.0
48
68.2
90.0
90.0
90.0
30
114
63.5
90.0
85.3
90.0
36
59.5
90.0
80.6
90.0
42
56.0
90.0
76.3
90.0
48
55.5
89.3
78.0
90.0
30
120
51.9
83.5
73.6
88.0
36
48.8
78.5
69.7
83.3
42
46.0
74.0
662
79A
48
85-3/4
30
114
102
72.4
90.0
90.0
90.0
67.2
90.0
90.0
90.0
36
62.7
90.0
85.9
90.0
42
58.8
90.0
81.1
90.0
48
59.0
90.0
82.6
90.0
30
120
55.0
88.4
77.7
90.0
36
51.5
82.8
73.3
87.7
42
48.4
77.8
69.4
83.0
48
85-3/4
30
120
110-1/2
63.7
90.0
90.0
90.0
59.0
90.0
85.7
90.0
36
55.0
88.4
80.4
90.0
42
51.5
82.8
75.7
90.0
48
MULLION 'MDT'
Ix
IN�4
SX IN"'3
6.7195
2.6757
MULLION 'MD2'
IX IN"4
Sx IN�3
10.8072
4.4788
w
O
J
a
x
C�
n
i
Z
w
w
w
CO
E.S. WINDOWS
DOOR &TRANSOM
SEE SEPARATE NOA
I
I
D OR
II / II I II II
I / II I II II
D' OR If I II I
II / II I II � II
E p / II I II II
II i. II I II
w � I✓ ! II I II
II III II / II
II III
jI I Ij / II
I I � 'y`II I III'(/ IIIII
SI )ELITE WIDTH
SEE CHART 85-3/4 MAX.
r
N
x
\_
w
0
C`1
�Z
/.
0
F-
a
0
ro
o
DOOR WIDTH (W1)
DOOR-WINDOWALL
TRANSITION MULLION140
PRODUCT REVISED
as complying with the Florida
Building Code
MULLION 'MD3' MULLION 'MD4' NOA-No. 19-1029.08
Ix IN�4 Sx IN�3 Ix IN�4 Sx IN�3 Expiration Date 04/03/2023 s •
ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 �� °
STEEL 2.7506 1.224 STEEL 3.7533 1.668 By
TOTAL 14.6962 TOTAL 17.6041 Miami- a e Product Control �i�
Ix ALUM + Ix STL X 2.9 Ix ALUM + Ix STL X 2.9 �j
/.
�OSg2 -_
Oct 25,2019��
5YA0€®l�
d11u1I►��
y�V
x
x
LO
Ln
0
F=-
0
i
W
=
x
=
Q
U
U
a
o
0
0
0
z
z
Nco
O
N
N
(n
N
O
O
O
�
�
U
O
W
ti
0
I
o
I
`-
o
I
d
D
ai
v
v`
cLi
drawing no.
W07-60
sheet 6.1 of 12
DOOR MULLION LOAD CAPACITY - PSF
NOMINAL DIMS.
JAMB 'JD3'
MULL 'MD4'
WIDTH (W1)
NCHES
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT.(+)
INT.(-)
96
30
108
96
90.0
90.0
36
90.0,
42
90.0
48
30
114
90.0
90.0
36
89.8
42
85.3
48
30
120
86.1
81.6
36
42
77.5
73.9
48
96
30
114
102
90.0
90.0
36
90.0
42
90.0
48
30
120
90.0
86.3
36
81.8
42
77.7
48
96
30
120
110-1/2
90.0
90.0
36
90.0
42
48
85.1
96
30
144
106
57 00
54.2
36
42
51.6
49.2
48
DOOR MULLION LOAD CAPACITY - PSF
NOMINAL DIMS.
JAMB 'JD3'
MULL 'MD4'
WIDTH (W7)
INCHES
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT.(+)
INT.(-)
96
30
96
84
90.0
36
90.0
42
90.0
48
90.0
54
90.0
60
90.0
30
102
90.0
36
90.0
90.0
42
90.0
48
54
90.0
30
108
90.0
36
90.0
42
90.0
48
89.4
30
114
90.0
36
85.5
42
81.5
48
77.8
30
120
79.1
36
75.3
42
71.8
68.7
48
96
30
102
90E89,5
90.0
35
90.0
42
90.0
90.0
48
54
90.0
30
108
90.0
36
90.0
42
90.0
48
30
11442
36
48
30
120
82.1
36
78.0
42
74.3
48
70.9
JAMB 'JD3'
Ix IN"'4 Sx IN" 3
ALUMINUM 6.570 2.7226
STEEL 2.7506 1.2224
TOTAL 14,5467
MALUM +IxSTL X2.9
D OR
F-
D' OR
w
¢
SIDELITE WIDTH
SEE CHART
I-
MULLION 'MD4'
Ix IN�4 Sx IN�3
ALUMINUM 6.7195 2.6757
STEEL 3.7533 1.668
TOTAL 17,6041
N ALUM + Ix STL X 2.9
(W2)
E.S. WINDOWS
DOOR & TRANSOM
SEE SEPARATE NOA
96" MAX.
DOOR WIDTH
=
N
�
I
w
=
0
•-
Z
O
O
�
o
DOOR MULLION LOAD CAPACITY - PSF
mi
Im it
NOMINAL DIMS.
JAMB 'JD3'
MULL 'MD5'
WIDTH (Wt)
INCHES
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT.(+)
INT.(-)
76
30
144
103
78.4
73.8
36
69.7
42
66.1
48
73.1
84
69.1
65.5
R48
62.3
66.3
96
63.0
36
60.0
42
57.3
48
MULLION 'MD5'
Ix IN�4 Sx IN" 3
ALUMINUM 6.7195 2.6757
STEEL 4.7506 2.1114
TOTAL 2043598
Ix ALUM + Ix STL X 2.9
DOOR-WINDOWALL
TRANSITION MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 19=1029.08
Expiration to 0410312023
By
Miami-DaoProduct Control
111TIIT!////
Rya. �0592
Oct 25,201
STATE OF �l9
0
all
C
0
0
0
00
w
0
c
a
o
aw
c�
=
U
N
N
a
to
m
Cc6
N
0
N
mm
mo
(sheet 6.2of � 2
DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
NOMINAL DIMS-
'C4'
'C5'
4C6'
WIDTH (W1)
INCHES
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
85-3/4
30
96
84
89.6
90.0
90.0
85.0
90'0
9040
36
80.8
90.0
90'0
42
77.0
90'0
9
48
73.6
90.0
90-0
54
70.4
88'0
90'0
60
86.0
90'0
9040
30
102
8145
9040
9040
36
77.4
90'0
90.0
42
73.8
90'0
9000
48
70.4
88.0
90.0
54
30
108
82.7
90'0
90.0
782
90.0
90,0
36
74.3
90.0
90.0
42
70.8
88.4
90.0
48
79.7
90'0
90.0
30
114
75.4
90'0
90.0
36
71.5
89.4
90'0
42
68.0
85.0
9040
48
76.9
90.0
90.0
30
120
72.6
90'0
90.0
36
68.9
86.1
90.0
42
6544
8198
9060
48
85-3/4
30
102
90
84.1
90.0
90,0
79.7
90.0
90.0
36
75.8
90.0
90,0
42
72.3
90'0
90.0
48
69.1
86.4
90.0
54
30
108
80A
90.0
90.0
76.7
90'0
90'0
36
72.9
90-0
90.0
42
69-4
86.8
9010
48
30
114
78.0
9040
90,0
73.9
90'0
90.0
36
70.1
87.7
90.0
42
66.8
83.5
90.0
48
75.3
90.0
9040
30
120
71.2
89.1
90.0
36
67.6
84.5
90.0
42
64.3
80.4
90.0
48
3"
TYP.
DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
NOMINAL DIMS.
`C4'
C5'
C6'
WIDTH (W7)
IN
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT-(+)
INT.(-)
EXT.(+)
INT4-)
EXT.(+)
INT.(-)
85-3/4
30
108
96
79.2
90.0
90.0
75.1
90.0
90-0
36
71.5
89.3
90-0
42
68-1
85.2
90.0
48
76.4
90.0
90*0
30
114
72-4
90.0
90.0
36
68.8
86.0
9000
42
65.6
82.0
90.0
48
73.8
90.0
9040
30
120
69.9
87.4
90.0
36
66.4
83.0
90.0
42
63.2
79-0
90.0
48
BS-3/4
30
114
102
74.9
90.0
90.0
71,0
88-8
90.0
36
67,6
84.5
90.0
42
64A
80.5
90.0
48
72.4
90.0
90.0
30
120
68.6
85.7
90.0
36
65.2
81.5
90-0
42
62-1
77.7
90.0
48
85-3/4
30
120
110-1/2
70.4
88'0
90.0
66.8
83.5
90.0
36
63.6
79.5
90.0
42
6047
75.9
90.0
4g
8„
W
O
J
Q
n
n
0_
O
F-
O
z
W
W
D OR
F-
=
c9
�
D' OR
TYP.
SIDELITE WIDTH
SEE CHART
E.S. WINDOWS
OR & TRANSOM
SEE SEPARATE NOA
MAX -
DOOR WIDTH (W1)
y�U
Z Mrm
m
O Z h
H LQ N
Q
00` p
0 W N M
X
= Q. W W Q
(V F` li
\ _ MINIM
V U N h
o ao O'xxm 00
F 0 a G� el
o c as L rr
a0 Z.5 N
QW�LLa
W In 0
J 0 (D i
Q W 0M) �
TRANSITION MULLION ANCHORS
- ao
J In
I
ro
W M
r
0
o
J v
Q
Ln
r7
p� l� ro
M
o Z3J `O
Z o
Q J
m
w
U)
V)
C
N
r
0
0
L
�
z
_
U
V1
Q
t)
p
a
�
z
z
m
N
N
0
�
o0
PRODUCT REVISED
as complying with the Florida o I ~
Building Code ®• 7059a k �d"11P m>NNo
ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION NOA-No. 19=1029.08
C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION Expiration Da a 04/0312023 o OCt 25,2019�
C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION STATE OF �2q� drawing no.
C6 = (6) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION Miami-D Product Control i���By ���� YY O / - 60
ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. '���//a®��� �`` sheet 7 of j 2
DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
NOMINAL DIMS.
'C4'
'C5'
'C6'
WIDTH (Wi)
IN
WIDTH (W2)
INCHES
FRAME HEIGHT
INCHES
DOOR HEIGHT
INCHES
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
96
30
108
96
72.8
90.0
90.0
69.4
86.7
90.0
36
66.3
82.8
90.0
42
63.4
79.2
90.0
48
70.3
87.9
90.0
30
114
66.9
83.7
90.0
36
63.8
79.8
90.0
42
51.0
76.3
90.0
48
68.0
84.9
90.0
30
120
64.6
80.8
36
61.6
77.0
42
58.9
73.6
g8,3
48
96
30
114
102
68.8
86.1
65.6
82.0
90.0
36
62.6
78.3
90.0
42
59.9
74.9
89.9
48
66.6
83.2
90.0
30
120
63.4
79.2
90.0
36
60.5
75.6
90.0
42
57.8
72.3
B6.7
48
96
30
120
110-1/2
64.7
80.9
90.0
61.7
77.1
90.0
36
58.9
73.7
88.4
42
56.4
70.5
84.6
48
96
30
144
108
57.8
72.3
86.7
54.9
68.7
82.4
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DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
NOMINAL DIMS.
'C4'
'C5'
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WIDTH (WI)
INCHES
WIDTH (W2)
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FRAME HEIGHT
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DOOR HEIGHT
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INT.(-)
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96
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82.4
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90.0
78.5
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90.0
36
74.9
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90.0
42
71.7
89.5
90.0
48
68.7
85.8
90.0
54
65.9
82.4
90.0
60
79.2
90.0
90.0
30
102
75.3
90.0
90.0
36
71.8
89.8
90.0
42
68.7
85.8
90.0
48
65.8
82.2
90.0
54
76.2
90.0
90.0
30
108
72.4
90.0
90.0
36
69.0
86.3
90.0
42
65.9
82.4
90.0
48
73.4
90.0
90.0
30
114
69.8
87.2
90.0
36
66.4
83.0
90.0
42
63.4
79.2
90.0
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70.9
58.6
90.0
30
120
67.3
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90.0
36
64.0
80.0
90.0
42
61.0
76.3
90.0
48
96
30
102
90
77.3
90.0
90.0
73.7
90.0
90.0
36
70.3
87.9
90.0
42
67.3
84.1
90.0
48
64.5
80.6
90.0
54
74.5
90.0
90.0
30
108
70.9
88.6
90.0
36
67.6
84.5
90.0
42
64.6
80.8
90.0
48
71.8
89.8
90.0
30
114
68.3
85.4
90.0
36
65.1
81.4
90.0
42
62.2
77.7
90.0
48
69.4
86.7
90.0
30
120
65.9
82.4
90.0
36
62.8
78.5
90.0
42
59.9
74.9
89.9
48
ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION
C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION
C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION
C6 = (6) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION
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