HomeMy WebLinkAboutENGINEERING EVALUATION REPORTL. Roberto Lomas P.E. � `�" 1° 40)
233 W. Main St. BY
Danville, VA 24541 �� EUCISC
434-688-0609
Manufacturer: WinDoor Incorpor
7500 Amsterdam D
Orlando, FL 32832
Product Line: 2"x6" Tube Mullion Vertical
Engineering Evaluation Report
Report No.: 513136C
Compliance:
The above mentioned product has been evaluate for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statew}de Acceptance per Rule 61 G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number
Lomas P.E.
2. Mullion analysis with Anchor calculati
and sealed by Luis Roberto Lomas P
Limitations and Conditions of use:
• Maximum design pressure:
• Maximum mullion height:
• This product is not rated to be used
• This product is impact resistant and
zone 3.
• Mullion material to be extruded Alur
• Clip material to be extruded Alumirn
• Fenestration units attached to mullic
• Vertical units may be mulled indefin
• Design pressure of mulled units shE
the mullion or the individual units.
Installation: Units must be installed in
document, 08-02369 Revision A.
Revision A, prepared, signed and sealed by Luis Roberto
report number 513136-1 per AAMA 450-10 option 3, prepared, signed
ar to installation instructions.
the HVHZ.
ces not require impact protection in wind bome debris regions up to wind
num 6063-T6.
i6063-T6.
must have their own separate approval.
:ly as long as maximum unit size is not exceeded.
be controlled by the lesser design pressure of the assembly components;
with manufacturer's installation instructions and approval
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s) or 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).
1 of 1
\\\S, I1.11 d `/,�
\G E N s*.'9P
* • 05•
TAT C1 F to =
"�Ass�0NAL
�/llllll111\\
Luis R. Lomas, P.E.
FL No.: 62514
1011.512015
40
REVISIONS
REV DESCRIPTION DATE I APPROVED
A ADDED EDGE DIMENSIONS 03/05/15 1 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 #14 WOOD SCREW WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. IN ACCORDANCE WITH SECTION 1710.5.3
SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" 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 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" 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.
4_APPROVEDBORNE—DE IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
3.
FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH
BORNE—DEBRIS—REGIONSJJ WIND ZONE 3.
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN —IN THIS—D T APPLY ONLY TO
AL
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MULLION. FENESTRATION UNITS MUST BE APPROVED UNDER SEPARATE APPROVAL.
4,
FOR ATTACHING WINDOW UNITS TO MULLION USE SELF DRILLING SCREWS WITH SUFFICIENT
6. SINGLE FENESTRATION UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
LENGTH TO —ACHIEVES MINIMUM OF THREE THREADS PAST THE MULLION WALL. SCREW SIZE
DRAWING. FENESTRATION UNITS MUST BE MANUFACTURED BY WinDoor INC.
AND SPACING MUST BE IN ACCORDANCE WITH —WINDOW —ANCHORING SCHEDULE AS SHOWN IN
7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN
5.
WINDOW SEPARATE APPROVAL.
ALL FASTENERS TO BE CORROSION RESISTANT.
PRESSURE OF THE MULLION OR THE INDIVIDUAL FENESTRATION UNIT.
6.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:A.
9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL
WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT.
C. MASONRY —STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
1 NOTES
2 —7 INSTALLATION DETAILS & COMPONENTS
7500 ANISTERDAhl DRIVE
WinDoor ORLANDO, FL 32832
INCORPORATED P6mei0MAIRID
Vm407."JAW x"mmindoorinc.com
2"X6" TUBE MULLION
IMPACT
NOTES
DRAWN: DWG NO. REV
J.L. 08-02369 A
NTS (DATE 06/25/14 1SHEET 1 OF 7
SIGNED: 0512012015
���vJ\S�GENS�gcP��
� F• i
*• 0,,6�61 •• =
��////40 AL
j1�aG\`��
194"
COMBINED WIDTH
-�- `Wt -•� � W2
144"
FRAME
HEIGHT FENESTRATION FENESTRAmv
(MULLION UNIT UNIT
SPAN)
/
194"
COMBINED WIDTH
W 1 -I r-- W2
144' UNIT
FRAME /
HEIGHT FENEST"ATO
UNIT
(MULLION
SPAN)/
194"
COMBINED WIDTH
w1 --{ � w2
144"
FRAME FENESTRA
HEIGHT U+IT 5ART"01J
UNIT
(MULLION
SPAN)
194"
COMBINED WIDTH
/W1 -1[- w2
144"
FRAME FENESTRATION FENESTRATpN
HEIGHT UNIT UNIT
(MULLION
SPAN)
J� J
194"
COMBINED WIDTH
F_
w1 -{r--
w2
I
/
/ FENESTRATION
r
144"
�
ATIM
FRAME
HEIGHT
ENESTRATION
NIT
/
(MULLION
/
/
SPA'
194"
TW
OMBINED WIDTH
1--{ �•- wz
144" rrav E/I SNTRAnON
FRAME
IT
HEIGHT
(MULLION
SPAN) ESTRAT�J EsrruTl�v
UNIT
REVISIONS
REV I DESCRIPTION I GATE I APPROVED
A I ADDED EDGE DIMENSIONS 1 03/05/15 1 R.L.
F_ 194"
COMBINED WIDTH
w1 �r- wz
/ j/ FENESTRATION /
144 LIMIT
T HEIGHT UNIT
(MULLION
SPAN)
W1 --I F- Lw2
w1 -{
I-- W2
194"
194"
COMBINED WIDTH
COMBINED WIDTH
APPROVED CONFIGURATIONS
TWIN AND TRIPLE UNITS ARE SHOWN UNLIMITED NUMBER OF UNITS MAYBE
MULLED TOGETHER AS LONG AS UNIT -SIZES DO NOT EXCEED SIZES SHOWN
HEREIN AND MULLION IS ANCHORED AS SHOWN IN INSTALLATION DETAILS
MULLION MAYBE USED HORIZONTALLY
Design pmssureraBn s
Mullion
TrIbuta widthIn
span (in)
36.00
4200
48.00
1 54.00
60.00
66.00
1 7200
78.00
84.00
190.00
1 96.00
60.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
66.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
7200
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
78.00
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
84.00
150.0
150.0
150.0
150.0
150.0
149.9
146.0
143.8
143.0
143.0
143.0
90.00
150.0
150.0
160.0
148.3
140.2
134.1
129.8
126.8
125.1
124.6
124.6
96.00
150.01
150.01
146.0
135.4
127.4
121.4
116.8
113.5
111.2
109.9
109.5
10200
150.01
148.3
134.8
124.6
116.8
110.8
1106.2.
102.7
100.1
1 98.4
97.3
108.00
150.0
138.1
125.1
115.4
107.8
101.9
97.3
93.8
91.0
89.0
87.6
114.00
146.0
129.2
116.8
107.4
100.1
94.4
89.8
86.3
83.4
81.3
79.6
120.00
137.4
121.4
109.5
100.5
93A
87.9
83.4
79.9
77.0
74.8
73.0
126.00
129.8
114.4
103.1
94.4
87.6
82.2
77.9
73.8
70.4
67.6
65.4
132.00
122.2
105.9
93.8
84.6
77.4
71.7
67.0
63.2
60.2
57.6
55.6
138.00
106.6
92.3
81.7
73.6
67.2
62.2
58.0
64.6
51.9
49.6
47.7
144.00
93.6
81.0
1 71.6
64.5
58.8
54.3
50.6
47.6
45.1
43.0
41.3
IMPACT RATED
UP TO
WIND
ZONE 3
1
FI
(MI
S
COMBINED
WIDTH
w1
44�
AME
IGHT-
FEESTAA
UNIT
FENESTRATION /
/
/ TRA71tAV
LLION
A
FENE
UNIT/,,/
FENESTRATION N /�
UNIT
UN
II
w1-Il-wz
194"
w1 ---� �- W2
194"
COMBINED WIDTH COMBINED WIDTH
DESIGN PRESSURE TABLE INSTRUCTIONS:
1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16.
2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED.
SEE FORMULA FOR TRIBUTARY WIDTH.
3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF
ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS
THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR
GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH - W1 + W2
2
7500 AMSTERDAM DRIVE
WinDoor ORLANDO, FL 32832
INCORPORATED rM-'WAHA"
�wT.axLn ns wimuindoorinccom
2"X6" TUBE MULLION
IMPACT
ELEVATIONS
J.L. 1 08-02369
SCALE NT$ IDATE 06/25/14 ISHEET2 OF 7
SIGNED: 0512012015
\J�S 1R. I to
`�••�.�OENst`9`r��_
�o TAT_ _.t:
i0•. . • •.
Z0R1DP
i///S/DNA 11�a\���
HAT CLIP MULLION
MULLION
HAT CLIP
WOOD FRAMING
OR 2X BUCK
BY OTHERS
5/8" MIN.
EDGE DISTANCE
VERTICAL MULLION WITH HAT CLIP DETAIL
WOOD FRAMING OR 2K BUCK INSTALLATION
SILL SHOWN -HEAD SIMILAR
ALSO APPLIES TO HORIZONTAL MULLION
O
FLAT HAT CLIP
#14
WOOD SCREW
1 7/16" WOOD FRAMING
MIN OR 2X BUCK
EMBEDMENT BY OTHERS
ET/8" MIN. EDGE DISTANCE
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED EDGE DIMENSIONS 03/05/15 1 R.L.
L-MULLION
MULLION
FLAT HAT CLIP
#14
WOOD SCREW
1 7/16"
MIN
EMBEDMENT
DISTANCE
VERTICAL MULLION WITH FLAT HAT CLIP DETAIL
WOOD FRAMING OR 2K BUCK INSTALLATION
SILL SHOWN -HEAD SIMILAR
ALSO APPLIES TO HORIZONTAL MULLION
SIGNED: 05/20/2015
W11D00� RFLDRIVE
OLANDO, 328
1R I IL !0 /i,'i
INCOItPOItAT'F_D �°-;yo°OIJMS —.aindoorinc.com
`\```\5
``V •��CENd`F'9cP���
2"X6" TUBE MULLION*.•
�,f0�,61261
IMPACT
INSTALLATION DETAILS
' S
��A • TATE OF
DRAWN:
DWG NO.
REV
�'cFS'cCpR10Q'
DS
A
Nl"9 0NA a`���
SCALE DATE SDEET369
NTS 06/25/14 3 OF 7
j1
REVISIONS
REV DESCRIPTION DATE APPROVED
• A ADDED EDGE DIMENSIONS 03/05/15 R.L.
O
MULLION �iYDmON
HAT CLIP FLAT HAT CLIP
MULLION MULLION
HAT CLIP #12 SMS OR FLAT HAT CLIP #12 SMS OR
SELF DRILLING SELF DRILLING
SCREW SCREW
METAL METAL
STRUCTURE STRUCTURE
BY OTHERS BY OTHERS
7MIN. 66
D
EDGE DISTANCE VERTICAL MULLION WITH FLAT HAT CLIP DETAIL h EDGE EDGEE DISTANCE DISTANCE
VERTICAL MULLION WITH HAT CLIP DETAIL
METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION
SILL SHOWN -HEAD SIMILAR SILL SHOWN -HEAD SIMILAR
ALSO APPLIES TO HORIZONTAL MULLION ALSO APPLIES TO HORIZONTAL MULLION
SIGNED: 0512012015
7500 AMMRDANIDRIVE
1R1111.L1/�//WinDoor
ORLANDO, rL 32832 0'//
\\`\S
INCORPORATED tav 407AAMW
Pm LnAaIA;nS RRvtv.mindoorinc.mm
2"X6" TUBE MULLION _ *• 0 961
IMPACT _,ti
INSTALLATION DETAILS z:- • TAT OF
DRAWN: DWG . REV /�� NO�•6Z0RI'D
//��tSS�O��•A'1��G\\\
08 A
SDEET369
NTS 06/25/14 4 OF 7 I1
SCALE DATE
FOR MASONRY/
CONCRETE
INSTALLATION
_ INSTALL ANCHORS
AT THESE TWO
MULLION OC4TIONS—ONL--Y—
HAT CLIP
MULLION
I /—HAT CLIP r#1/4" TAPCON
FLAT HAT CLIP
CONCRETE CONCRETE
/MASONRY /MASONRY
STRUCTURE STRUCTURE
BY OTHERS a .° a BY OTHERS
< e4 1 1/4"
° `4 ° MIN
EMBEDMENT
°
2 1/2" MIN EDGE DISTANCE
2 1/2" MIN
VERTICAL MULLION WITH HAT CLIP DETAIL EDGE DISTANCE
CONCRETE/MASONRY INSTALLATION
SILL SHOWN -HEAD SIMILAR
ALSO APPLIES TO HORIZONTAL MULLION
O
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED EDGE DIMENSIONS 1 03/05/15 1 R.L.
w
FOR MASONRY/
CONCRETE
INSTALLATION
O INSTALL ANCHORS
AT THESE TWO
MULLION LOCATIONS ONLY
MULLION
FLAT HAT CLIP #1/4" TAPCON
III
Jill
• ..°
< ° . 1 1/4„
n MIN
•
° .� EMBEDMENT
2 1/2" MIN EDGE DISTANCE 2 1/2" MIN
VERTICAL MULLION WITH FLAT HAT CLIP DETAIL EDGE DISTANCE
CONCRETE/MASONRY INSTALLATION
SILL SHOWN -HEAD SIMILAR
ALSO APPLIES TO HORIZONTAL MULLION SIGNED: 0512012015
W1i1D oor ORLINDO, FL 32832
INCORPORATED,.IAW3 %"mmindoorinccom
`\\\\��j
'� ••\CENs"9s��
2"X6" TUBE MULLION
_ *• 0,,6�61 jk
IMPACT
�,a,,,(,Hr�
INSTALLATION DETAILS
—�0+• TAT OF
�i��'�E`s; �[OR1�P
DRAWN:
DWG NO.
REV
OS
A
////S/ONA
; \\
SCALE DATE sOEE369
NTS 06/25/14 5 OF 7
INTERIOR SELF DRILLING SCREW
SIZE AND SPACING PER
J nl /I<ullllll lliiill WINDOW/DOOR ANCHOR
SCHEDULE
O WINDOW FRAME
REFERENCE ONLY
EXTERIOR
WINDOW TO MULLION FLUSH INSTALLATION DETAIL
WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY, MULLION IS
NOT LIMITED TO THIS PRODUCT
DRILLING SCREW
AND SPACING PER
OW/DOOR ANCHOR
DULE
WINDOW FRAME
REFERENCE ONLY
EXTERIOR
WINDOW TO MULLION FLANGE INSTALLATION DETAIL
WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY, MULLION IS
NOT LIMITED TO THIS PRODUCT
REVISIONS
DESCRIPTION
ADDED EDGE DIMENSIONS
HORIZONTAL
MULLION
#12 SELF CHANNEL
DRILLING CLIP
I
SCREW VERTICAL
VERTICAL TO HORIZONTAL MULLION WITH U CLIP
CONNECTION DETAIL
HORIZONTAL TO VERTICAL MULLION SIMILAR
TUBE TO TUBE MULLION SIMILIAR
DATE APPROVED
03/05/15 R.L.
SIGNED: 0512012015
DRIVE
WinDoor 7500 ORLANDO,rL328 2
�NDAM
% R I I1/D�/z
1NCORPORATCD p"-1 -""Hw
r-=." AW3 nimxindoorinc.com
.
` v,•��C NSF •S i
*• 0,.81261
2"X6" TUBE MULLION
IMPACT
�,ti (1
INSTALLATION DETAILS
�� , TAT irOF �=
111/,' ZORM't O� -
DRAWN:
Dwc No,
REV
08
A
��gsj�NA�1Ea����
SCALE NTS DATE 06/25/14 SHET69OF 7
/8-�
7/16"
1 3/4"
1 3/4"'
� 3/F
6�.
I
I I
I �
3 3/
3
2 16"
HOLES ARE
FOR #14 SCREW
3 5/8" 1 11/16"
2 1/2"
1/4"
HAT CLIP 11008482
ALUMINUM 6063-T6.125' THICK
9,.
3/8" 1 3/4" 1 3/4" 3/8"
3�
I I
2 7/16" i i 3 3/16"
I I O
HOLES ARE CSK
3 5/8" —I 1 11/16"�-- FOR #14 SCREW
'2"
FLAT HAT CLIP 11008611
ALUMINUM 6063-T6.125' THICK
REVISIONS
REV OESCRIPTION I DATE I APPROVED
A ADDED EDGE DIMENSIONS 1 03/05/15 1 R.L.
FHO8518 2X6 TUBE MULLION
ALUMINUM 6063-T6.125' THICK
MOMENT-OF_INERTIA: 15.380 IN^4
SECTION MODULUS: 5.123 IN"3
'2"
CHANNEL CLIP 11008481
ALUMINUM 6063-T6.125' THICK
SIGNED: 0512012015
7500 ANISTERDAM DRIVE\Illl
Wii1D oor
I I I1IlI��
�z
ORIr1NDU, FL 32832
\\\ t; R • 2 0
INCORPORATED ru:eo:.ast.ovu uuucudndoorincmm
` �,•.��gENSF �d+/±
2"X6" TUBE MULLION
=*• 0,,61261 *=
IMPACT
•t_
COMPONENTS
—�o • TATATOF [��
�iF[0R10P ��
DRAWN:
DWC N0.
REV
L.
08 502369
A
i�/ONAtI�a\\`\
SCALE DATE
NTS 06/25/14 7 OF 7