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Product Approval Menu>Product or Application Search>Application List>Application Detail
RECEIVED
FL# FL17288-R2 MAY 0 3 2019
Application Type Revision
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived ❑
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4305
jflesher@easternmetal.com
Authorized Signature . James Flesher
jflesher@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative FILLE
CODv
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Luis R. Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Steven M. Urich,PE
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL17288 R2 COI FLCOI.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/11/2018
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPQuO... 5/3/2019
f
Florida Building Code Online Page 2 of 2
Date Validated 01/19/2018
Date Pending FBC Approval 01/23/2018
Date Approved 04/10/2018
Summary of Products
FL# Model,Number or Name Description
7288.1 176 T Mullion-Impact 176 T Mullion-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 II 08-02425B .Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E.62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL17288 R2 AE 513178B.odf
Created by Independent Third Party:Yes
17288.2 176 Vertical Cross Mullion-Impact 176 Vertical Cross Mullion-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 II 08-02426B .pdf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E.62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: FL17288 R2 AE 513179B.Ddf
Created by Independent Third Party:Yes
17288.3 176 Vertical Mullioin-Impact 176 Vertical Mullioin-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17288 R2 II 08-02258B .Ddf
Approved for use outside HVHZ:Yes Verified By: Luis R.Lomas,P.E. 62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: FL17288 R2 AE 513002B.Ddf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click heerg.
Product Approval Accepts:
® ® ® M
`Credit
Safe <t
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPQuO... 5/3/2019
REVISIONS '
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE!1#10 WOOD SCREW WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SHOWN IN INSTALLATION DETAILS.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3, ALLOWABLE STRESS INCREASE OF 7/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 3/4" MINIMUM EMBEDMENT WITH 1 1/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS.
CALCULATIONS, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH 3.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
BORNE DEBRIS REGIONS UP TO WIND ZONE 3. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH
MULLION. WINDOWS MUST APPROVED UNDER SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
WINDOWS ATTACHED TO MULLION MUST HAVE SEPARATE APPROVAL, MULLION WALL, LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN SHOWN IN WINDOW SEPARATE APPROVAL.
5. ALL FASTENERS TO BE CORROSION RESISTANT.
B .
PRESSURE THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 6INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR =
B. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
9. MULLION VERTICAL INSTALLATION IS SHOWN, MUULLIONLLION MAY BE USED IN HORIZONTAL
HEIGHT ARE NOT EXCEEDED AND MULLION IS ED AS SHOWN HEREIN. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=D.42
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. 47
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 1 BGA, 33KSI OR ALUMINUM 6063-T5 .060" THICK MINIMUM
7. TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP.
SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE-DRILLED BY
MANUFACTURER.
SIGNED:01/19/2018
EASTERN AADIMSIDNOF
TIRAL SY61E0.s 111111
50.1-N
Eastern EAS TERNMETALSOGPLY \5 R. L 0
aM1neTn eu ��v\ ,C E IV S` 'p
�•
„uM 176 T"MULLION•- *• 0.8126 ••�►
TABLE OF CONTENTS IMFAC.F—WWD -ZONE::3' (�(�r
l NOTES"- �•. TATE OF
SHEET NO. DESCRIPTION DRAWN: DWG NO.\ REV �'PF�;
08
2 APPROVED CONFIGURATIONS AND CHART SCALE NTS DATE 07/18/14 SO ETT I OF 7 B ,/�7s/�NA`1��\\�`
3 - 5 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
6 COMPONENTS 434-688.0609 rll0maG0)ld0masp0.0OM
f-MULLION SPAN CHARTS REVISIONS
30"TRANSOM REV DESCRIPTION DATE APPROVED
TRANSOM
HEIGHT TRANSOM Maximum design pressure capacity chart A REVISED INSTALLATION DETAILS 06/23/15 R.L.
T Mullion S en In 8 REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
Height(in) 72.00 84.00 96.00 108.00 120.00 132.00 144.00
Tribute width In
WINDOW BOTTOM BOTTOMWindow Transom 36.00 42.00 48.00 64.00 60.00 1 66.00 72.00
HEIGHT UNIT UNIT 24,00 30.00 120.0 109.2 72,3 50.4 36.5 27.3 20.9
30.00 30.00 120.0 99,0 65,5 45.6 33,0 24.6 18.9
36.00 30.00 120.0 90.9 60,0 41.7 30.2 22.5 17.3
I 42.00 30.00 120.0 84.4 55.6 38.6 27.9 20.8 15.9
I--W1 W2 48.00 30.00 117.6 78.8 51,9 36.0 25.9 19.3
54.00 30.00 111.7 74.0 48.8 33.8 24.3 18.1
CHART 1 60.00 30.00 106.4 69.7 46.0 31.9 22.9 17.0
18"TRANSOM 66.00 3100 101.5 65.9 43.5 30.2 21.7 16,1 DESIGN PRESSURE TABLE INSTRUCTIONS:
72.00 30.00 97.1 82,4 41,3 28,8 20.6 15.3 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA
Maximum des/an pressure capacity chart 78,00 30.00 93.0 59.4 39,3 27.3 19.7 BUILDING CODE CHAPTER 16.
Mullion S an In 84.00 30.00 89.3 56,6 37.4 26.0 18,8 2. DETERMINE MULLION SPAN AND TRIBUTARY WIDTH
OF PRODUCT TO BE INSTALLED BASED ON
Height(In) 72.00 84,00 96,00 108,00 120.00 132.00 144.00 90,00 30.00 85.8 54.0 35.8 24.9 17,9 FORMULA FOR TRIBUTARY WIDTH BELOW.
Tribute width In 96.00 30.00 82.7 51.7 34.2 23.8 17.2 3. TO DETERMINE MULLION RATING LOCATE COLUMN
Window Transom 36.00 42.00 48.00 54,00 60.00 66.00 72.00 LARGEANDSMALL MISSILEIMPACTRATEDUPTOWIN DZONE3 FOR MULLION SPAN AND TRIBUTARY WIDTH THEN
24.00 18.00 120.0 120.0 91.3 63.7 46.2 34.8 26,6' CHART4 LOCATE CORRESPONDING ROW FOR BOTTOM AND
30.00 18.00 120.0 120.0 80.6 58.2 45.7 30.5 23.4 36"TRANSOM TRANSOM HEIGHTS. FIND THE INTERSECTION OF
36.00 18.00 120.0 109.6 72.5 50.5 36,5 27,3 20.9 THIS COLUMN AND ROW. MULLION RATING IS
42.00 18.00 120.0 100.2 66.1 _ 45.9 33,2 24.8 19.0 Maximum desi n pressure capacity Chaff LOCATED AT THIS INTERSECTION.
48.00 18.00 120.0 92.5 61.0 42.3 30.5 22.7 17.4 Mullion S an in 4. MULLION RATING MUST BE EQUAL OR GREATER
THAN REQUIRED DESIGN PRESSURE OBTAINED IN
54.00 18.00 120.0 85.9 66.7 39.3 28.3 21.0 16,1 Height 72.00 84.00 96,00 108,00120.00132.00144.00 STEP 1.
60.00 18.00 120.0 80.2 53,0 36.7 26.4 19.6 Tribute width In 5. IF TRANSOM TO BE INSTALLED IS NOT LISTED IN
66.00 18.00 115:6 75.1 49,7 34.5 24.8 18.5 Window Transom 36.00 42.00 48.00 64,001 60.00 66.00 72.00 THESE CHARTS GO TO NEXT HIGHER TRANSOM
72.00 18.00 109.9 70.7 46.8 32.5 23.4 17.4 24.00 36.00 120,0 99.9 65,9 45.8 33.2 24.8 19,0 CHART. FOR EXAMPLE IF TRANSOM TO BE
78.00 18.00 104.7 66.844.2 30.7 22.2 16.5 30.00 36.00 120.0 91.3 60.2 41.8 30.2 22.6 17.3 INSTALLED IS 20" HIGH THEN USE CHART FOR 24"
84.00 18.00 100.0 63.3 41.9 29.2 21.0 15.7 36.00 36.00 120,0 84.4 55.6 38.5 27.8 20.8 15.9 TRANSOM.
90.00 18.00 95.7 60,1 39,9 27.7 20,0 42.00 36,00 117.1 78,7 51.7 35.8 25.9 19.3 6. WINDOW/DOOR AND TRANSOMS TO BE ANCHORED
96.00 16.00 91.7 57,2 38.0 26.4 19.1 48.00 36.00 111.2 73.9 48.5 33.6 24.2 18.0 ON ALL FOUR SIDES.
LARGE AND SMALL MISSILE IMPACT RATED UP TO WIND ZONE 3 64.00 36.00 105.9 69.6 45.8 31.7 22.8 16.9
80,00 36.00 101.1 65.8 43.3 30.0 21.6_ 16.0
CHART2 66.00 36.00 96.7 62.4 41.1 28.5 20.5 15.2 TRIBUTARY WIDTH W1 + W2
24"TRANSOM 72.00 36.00 92.7 59,3 39.1 27.1 19.5 2
Maximum desi n pressure capadity chart 78.00 36.00 89.0 56,5 37.3 25.9 18.6
Mullion S an In 84.00 36.00 85.6 54,0 35.7 24.7 17.8
Height(in) 72.00 84.00 96.00 108.00 120.00 132.00 144.00 90.00 36.00 82.4 51,6 34.1 23.7 17.1
Tribute width In 96.00 36.00 79.5 49.5 32.8 22.7 18,4
Window Transom 36.00 42.00 1 48.00 54.00 1 60.00 1 66.00 72.00 LARGE AND SMALL MISSILE IMPACT RATEDUPTOWINDZONE3
24.00 24,00 120:0 120.0 80.5 56.2 40.7 30,5 23,4
SIGNED:01/19/2018
30.00 24.00 120.0 108.8 72.1 50.2 38.4 27.2 20.9 EASTERN ARCHITECTURAL SYSTEMS
36.00 24.00 120.0 99.1 65.6 45.6 33.0 24.6 "18.9 ��� EaStern EASTERNMETALSUPPLY \\\\�S`R• LQ7r�/,�
42.00 24,00 120.0 91.4 60.3 41.9 30.3 22.6 17.3 qL NSM qN- 18MIDOMEsncAVE �\J\
48,00 24.00 120,0 64,9 56.0 38.8 28,0 20.9 16.0 FDRT MYER9.FL]9819
FoORT a99a v,•�\GENS
54.00 24.00 119.2 79.3 52.4 36.3 26.1 19.4
60.00 24.00 113.1 74.4 49.2 34.1 24.5 18.2 176 T MULLION *;•// 0� POF"
6624.00 107.7 70.1 46,3 32.1 23.2 17.2 IMPACT - WIND ZONE 3
.00 24,00 102.7 fi8.2 43.8 30,4 21.8 16.3 APPROVED CONFIGURATIONS AND CHART ��D• TAT
�L
78,00 24.00 98.2 62,8 41.6 28.9 20.8 15.5 DRAWN: DWG NO. REV i/'/�il�s.c•�OR IOP
90.00 24,00 90,2 56.8 37.7 28.2 18,9 SCALE DATE 08-02425 B iii'11ONA11E�\�`�
NTS 07/18/14 2 OF 7
96.00 24.00 86.7 64.3 36.0 25.0 18.1
LARGE AND SMALL MISSILEIMPACTRA TED UP TO WIND ZONE 3 L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434.688.0609 N/OmaS@Ir10m8Spe,ODm
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
1 3/8" MIN. 1 3/8" MIN. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
EMBEDMENT EMBEDMENT
2X SUCK OR 2X BUCK OR
L� WOOD FRAMING WOOD FRAMING
1/2" MIN. BY OTHERS 1/2" MIN. BY OTHERS
EDGE DISTANt E- O EDGE DIST O
#10 X10
#10 WOOD WOOD SCREW #10 WOOD WOOD SCREW
SCREW SCREW
CLIP CLIP ANGLE ANGLE
MULLION MULLION MULLION MULLION
1/2" MIN- 1/2" A-
-EDGE DISTANCE EDGE DISTANCE
HORIZONTAL MULLION WITH ANGLE DETAIL
HORIZONTAL MULLION WITH CLIP DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL MULLION SILL SIMILAR
VERTICAL MULLION SILL SIMILAR SIGNED.0111912018
EASTERNARCHITEGTURALeV6 S.
rwR
OF
Eastern o ? 6 PPLV \\�,s R. 'LOAV` ff/
wr:u7w un n iGRTMYER9.R]]9,1 ``�• CENs '9�+/��
176 T MULLION _*• 0,.8261
IMPACT L WIND ZONE 3 �y E i
INSTALLATION DETAILS �0• TAT OF
DRAWN:. DWG N0.' _ REV %�FS'�<OR101.
SCALE DATE O8 sO4E4ZS EB �4�s70NA 111\�\\\�
NTS 07/18/14 3 OF 7
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-6BB-0609 rllomas@lrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN. 1/2" MIN. A REVISED INSTALLATION DETAILS 06/23/15 R.L.
EDGE EDGE B REVISED PER NEW REQUIREMENTS 01/1D/18 R.L.
DISTANCE METAL STRUCTURE DISTANCE METAL STRUCTURE
BY OTHERS BY OTHERS
#10 SELF #10 SELF
#10 SELF DRILLING SCREW #10 SELF DRILLING SCREW
DRILLING SCREW DRILLING SCREW
CLIP CLIP ANGLE ANGLE
MULLION MULLION MULLION MULLION
1/2" MIN, 1/2" MIN.
EDGE EDGE
DISTANCE DISTANCE
HORIZONTAL MULLION WITH CLIP DETAIL HORIZONTAL MULLION WITH ANGLE DETAIL
METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION
VERTICAL MULLION SILL SIMILAR VERTICAL MULLION SILL SIMILAR
SIGNED:01/19/2018
EASTERN AR"'TE."eY61EMa 111111
EasternNMETAN6VRPLY \���X5 R. Lp
a 1011 DOMESTIDAVE ii
o nnnv. iDRTMYERS,FL3]812 `�,•.��OENs,�.,9 AS.
6 324]M
176 T MULLION =*• TAT 01.6126 *=
IMPACT — WIND ZONE 3 �y i
INSTALLATION DETAILS ��0 OF
0
DRAWN: DWC N0, REV FS:°1OR10Q;
- OH_sOZ425 B
SCALE
NTS DATE 07/16/14 4 OF 7
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No,: 62514
434.688.0609 dlomasplNomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1 3/4" MIN. 1 3/4" MIN. A REVISED INSTALLATION DETAILS 06/23/15 R.L.
EMBEDMENT EMBEDMENT
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
1 1/4" . p MASONRY/CONCRETE 1 1/411 MIN p MASONRY/CONCRETE
EDGE BY OTHERS CLIP EDGE ° BY OTHERS ANGLE
DISTANCE DISTANCE
°
03/16" TAPCON °' O 3/16" TAPCON
° CLIP INSTALL AT THESE c' ° ANGLE INSTALL AT THESE
LOCATIONS LOCATIONS
4 ONLY o ONLY
4 A
e MULLION MULLION e MULLION MULLION
4 4 •
9 9
n° n°
#10 SELF ° #10 SELF
DRILLING SCREW O DRILLING SCREW O
g g
e° °o
n O o , ° O
1 1/4" MIN. ° O 1 1/4" MIN. O
EDGE EDGE
DISTANCE DISTANCE
HORIZONTAL MULLION WITH CLIP DETAIL HORIZONTAL MULLION WITH ANGLE DETAIL
MASONRY/CONCRETE INSTALLATION MASONRY/CONCRETE INSTALLATION
VERTICAL MULLION SIMILAR VERTICAL MULLION SIMILAR
SIGNED:0111912018
EASTERN AADVISONOf SYSTEMS 11I11�
`'•- I EaStern EASTERNMEfALSUPPLY
■ / - - iSwt DOMESTIC AVE \\J\ 7�
,A..n.�oM w woo n fORT AIYERS,FLv••'\CENS9•tp i
176 T MULLION _*• 0 9!5 *:
IMPACT — WIND ZONE 3 =-a
INSTALLATION DETAILS ��0• TAT OF
DRAWN: - - - DWG N0. - - REV %0'�Fs 6Z0RIDP G`�,�`
SCALE DATE 08 502425 B �'�ONA j1����`�
NTS 07/18/14 5 OF 7
L.ROBERTO LOU48 P.E. LUIS R. Lomas P.E,
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434.668.0609 NlOMaS@lrlOM8Spe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
HORIZONTAL MULLION HORIZONTAL
MULLION A REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
ANGLE
X10 SELF
DRILLING SCREW VERTICAL
ANGLE MULLION
VERTICAL MULLION
VERTICAL TO HORIZONTAL MULLION CONNECTION
WITH ANGLE
HORIZONTAL MULLION HORIZONTAL
MULLION
CLIP
#10 SELF VERTICAL
DRILLING SCREW
CLIP MULLION
VERTICAL MULLION
VERTICAL TO HORIZONTAL MULLION CONNECTION
WITH ANGLE
SIGNED:01/19/2018
EParERN AROMiTECfUML SYSTEMS
Eastern EA9 EA MAIL SUPPLY \\s R. 2 p/���•,,,
195!1 SOMESMAVE �\J\
PFORT WER.R 39917 ••\Cj E NSF
= �v
176 T MULLION _*• 0;.625
IMPACT L WIND ZONE 3 ::1 0
INSTALLATION DETAILS ��0• TAT OF
DJ.RAWN: OWG N0, - -- 'REV %�'�Fs:cfpR10Q:C���`
SCALE GATE L. 08-02425 s el, is
NTS 07/18/14 6 OF 7
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434.6880609 rl/omas@lrlomaspe.eom
REVISIONS
REV DESCRIPTION DATE APPROVED
REVISED INSTALLATION DETAILS 06/23/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
5/16"� 11/16"
m1/4"
5"� WINDOW FRAME
REFERENCE ONLY
2"
X10 X 1" PH
11/4X3"TUBE MULLION SELF DRILLING SCREW
LOCATE ANCHORS PER
ALUMINUM6063•T6.125"THICK
MOMENT OF INERTIA:2.7551NA4 ANGLE U�o Q� WINDOW/DOOR ANCHOR
SECTION MODULUS:1.864INA3 ALUMINUM 6063-T6.125"THICK u SCHEDULE
EXTERIOR INTERIOR
^�❑ C) MULLION
10 7/16" ��- LJ O
3/8" 3"
�J WINDOW FRAME
REFERENCE ONLY
O O
WINDOW TO MULLION CONNECTION
4 15/16" {--5/8" m,/4 WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY
MULLION IS NOT LIMITED TO THIS PRODUCT
2„ SIGNED:0111912018
• MIERNARCMIIECTURALB Mll \1111111!/
�� Eastern EMTERNMETALSUPPLY LD
■ ruuwwu qwo vv�. FORTMYER9.FL 791] \� •``EN•4 /
CLIP 890489.9900 `V��\ SF••ar
ALUMINUM6063•T6.925'THICK 176 T MULLION �*• 0•. 26
IMPACT - WIND ZONE 3
COMPONENTS ` S TAT OF E t
��0•
.��
DRAWN: - DWO NO. %%,N10
c
J.L. 08-02425 B �sS%NAL E�G���
SCALE NTS DATE 07/18/14 SHEETS OF 7 // I�111111 \�\\
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434.688.0608 N/omaa@lrlomaepa.Com
1
L. Roberto Lomas P.E. Engineering Evaluation Report
1.432 Woodford Rd.
Lewisville,NC 27023 Report No.: 513178B
434-688-0609
.Manufacturer: Eastern Architectural System
16341 Domestic.Ave.
Fort Meyers,FL 33912
Product Line: 176 T Mullion-Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation:for Statewide Acceptance per Rule 61G20-0.005 method 2(b)-The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02425 Revision B,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Mullion analysis with Anchor calculations,report number 513178-1,per AAMA 450,Option 3,prepared,signed
and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use_
• Maximum design pressure: Refer to charts in approvaldocument
• Maximum single fenestration tributary width: 72"
• This product is not rated to be used in the HVHZ.
• This•product is impact•resistant and does not require impact protection intwind bome debris regions up to wind
zone 3.
• Mullion material to be extruded Aluminum 6063-T6. .
• Clip material to be extruded Aluminum.6063-T6.
• Fenestration units attached tor mullion must have theirown separate approval.
• Vertical units may be mulled indefinitely as long as maximum unit size is not exceeded.
• Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components;
the mullion or the individual units.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02425
Revision B.
Certfficadon of Independence:
Please note that 1 don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is.being issued.Also,I don't•have•nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
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'J FL No.:62514
01/10/2018