HomeMy WebLinkAboutArchitectural Design ManualKDOWSLD EN. SITELINE®
& DOORS WINDOW
JUrnCopyCLAD-WOOD
DOUBLE -HUNG OPERATOR IMPACT SECTIONS
• �
5 13/16" Q d 'n wc
11/4"--4— 4 9/16"
W i T
1T6" tnJ
Not To Scale - Reference Only
Add b � � S11"IVI/1,
3 3/16"• •-
1 7/16"
49116
5 13/16"
1 1/4"
3 5/16"
3 5116"
1
-.5 O)
67 c
m
m a
0O
2 1 /8"
1 1/4"
— 4 9/16"
5 13/16"
— Frame Size
Daylight Opening-
- Daylight Opening
3 3/1
1 7/16"
0,00-1,11iM10-
10, IB
3 5/16'
Architectural Design Manual Product speciticatlons may change without notice. Scale: 3" = 1'- 0"
April 2021 Questions? Consult JELD-WEN customer service., 12
EASTERN ARCHITECTURAL .SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERALNOTES: -
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODULTIN"WIND BORNE DEBRIS REGIONS.
INDIVIDUAL UNITS ATTACHED TO. MULLIONS MUST BE IMPACT RATED.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
S. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER.
7. MULLION & CUP MATERIAL: ALUMINUM 6005-T5 & 6063-T6 (AS NOTED)
8. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL
9. SEE SHEETS 5.10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION,
CONFIGURATIONS, AND DESIGN LOAD CAPACITIES.
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT _FRAMING
SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS
2
-
MULLION CROSS SECTIONS
3
-
ANCHOR CUP DETAILS
4
-
MULLION SECTIONS,
S
-
TYPICAL MULLION &CLIP ASSEMBLIES
6
-
1" X 3-1/8" (LIGHT) MULLION DESIGN LOAD TABLES
7
-
1" X 3-1/8" (HEAVY) MULLION DESIGN LOAD TABLES
8
-
1" X 4" MULLION DESIGN LOAD TABLES
9
-
2"X4" MULLION DESIGN LOAD TABLES
10
-
2" X 6" MULLION DESIGN LOAD TABLES
11
-
MULLION ASSEMBLY AND LOAD EXAMPLES
Digitally signed by Hennes F Norem
Reason: I am approving this document
Date: 2021.06.1410:59:49 -0400'
rc
4
ANCHOR CUP,,
TYP
MULLION
TYP.
{�--'Wl'-
4 'W2'-
VERTICAL
SPAN
E
4
'',,//
Y01
0/
ANCHOR CUP, A
TYP 4
TYPICAL MULLION ASSEMBLY
MULL
'L'
INSTRUCTIONS: "
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAYMULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF
ONE-WAYMULLIONS.
•, ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES.
• IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. -
REVISIONS
V �
S A OF
SM 5/25/21 FBC UPDATE
��j�spAHIA BL�v,t�` SM 2/6/18 6TH ED. FBC UPDATES
.. BW4. w .,,...
o ar GATE oEsarumoN
r'Wl'-r'W2' 1
/ MULL
SPAN'L'
r /
VERTICAL SPAN
MULL
SPAN T'
// ® N , �-
HORIZONTAL "TFF MULL SPAN
ORAWMONO:
HORIZONTAL SPAN
EASTERN ARCNRECNML SYSTEMS
AONMONOF
EASTERNWMSWP Y
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
FBPE CERTIFIATION NO.OF
AUTHROATION N0.O29578
�{ 1.000"
0.125"
3.125
0.375"
1" X 3-1/8" (LIGHT)
MULLION
SEE SHEET 6 FOR
QUALIFIED CLIPS'
1.000"
0.125"
3.125"
A
0.625"
V X 3-1/8" (HEAVY)
MULLION
SEE SHEET 7 FOR
QUALIFIED CLIPS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS
E• so
* N i7 7 y_
S A OF
3w DAMR E[mu Fd �
..� _ Br IDare oEsaBPnoN
,;,QEastern:'
16321 WNIMCAYE.
ff I RS,R339U
14"-W w
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
DATE: DRAWN BY. PREPARED BY:
02 OS 13 TJH
BURRING IRKS IOC
"�� F. [ERnFIGreOF
PA-0003 N.T.S. AUTHORF7AnONNO. 29578
2 OF 11 REv
0 0
2.625" 3.375"
0 0
2.25"
0.1125". 2"
1
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
—5"�
2.25" 0
41, 2.25"
0 2.25" 0
0.125"2"
I
2" X 5" X 2 1/4" L-CLIP
�5..�
2.25"
1.75'
0 2.25" o
0.125" 21„
T
2" X 5" X 1 3/4" L-CLIP
ALUMINUM 6063-T6
10.46"
2.50' 0.722"--1 L— ,
2.25• 11 0 2.25" 0 � 2.25" H
-T, 75"0.722"-�i2.25' 2.25" 0 o 2.25" 0 1.
o
0.188" H-T
—1 2.125" 2.125"
Tr
1015/32" X 21/4" H-CLIP T __i
21/4 U-CLIP 13/4 U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-TS
8.25"
2.25 2.25" — 2.25"
0 0 0 0
2.625"
\\%%01 _O'TREVISIONS
n 0.125"
0.875" Illl 1
S A 'OF a_
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6 ��i�S • NoG\ \��`
�e u _D4�9iiY �� �_ er ogre oEsaarnoN
4.
1--4"-"
5.375"
r4.ZZ --1
o.1z� 2..
T
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
10.46"
2.33511 2.25""�
2.25" o o
0 2.25" 0 2.25" 0
0.188"
1.25"
T- 10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-TG
E1l5TERN A1ICIIIfEOMi/1 SYSIENS
�- Eastern EASTERN METAL SWIPLY
FTNff14177 4190 12
�an�mmeo
rt� HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
BULLRING DROMIRKS. OF
{ fHO CERTIFICATE NO.29
I t AUTHORIZATION N0. M578
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
21/2" MIN. (SEE NOTES SHEETS 11/2" MIN. (SEE NOTES SHEETS HORIZONTAL
6-10) EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION, TYP.
CONCRETE OR °' •' e
MASONRY BY OTHERS A
a q n MULLION CLIP
CAULK BETWEEN e ° a G e 11/4" MIN. 3/4" MIN. EXTERIOR TYP
CONCRETE/ MASONRY & 1X n EMBEDMENT EDGE DIST. ;
WOOD BUCK BY OTHERS
'U' CUP .
a TYP.
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BYOTHERS MASONRY BY OTHERS
CAULK BETWEEN a I I
MULLION CUP CONCRETE/ MASONRY & 2X VERTICAL
TYP. WOOD BUCK BY OTHERS a MULLION, TYP. I I
'a• � I I
I I 2XWOOD BUCK a. ' _____ __ _
EXTERIOR I I INTERIOR BY OTHERS a . MULLION
INTERIOR TYP.
i ("ORIZONTAL SECTION •
I I TYP.
_ 4 T-MULLION INTERSECT DETAIL
HORIZONTAL SECTION SIDE VIEW
g VERTICAL SECTION 4 JAMB
-ZXWOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDEVIEw-HORIZONTAL I I
SIDE VIEW -VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
lb I HORIZONTAL
MULLION, TYP.
EXTERIOR i I INTERIOR
I I MULLION EXTERIOR INTERIOR
TYP. NOTE
®
DETAILS SHOWN ARE TYPICAL FOR ALL TM
® PLLION CLIP
MULLION & CUP ASSEMBLIES. SEE VERTICAL
I I SHEETS 6-10 FOR ALLOWABLE MULUON MULLION, TYP.
CONFIGURATIONS, SIZES, AND DESIGN
MULUON CUP PRESSURES.
I I TYP. HORIZONTAL SECTION
e e 4 X-MULLION INTERSECT DETAIL
° a n• SIDE VIEW
a0 v 11/4" MIN.
.4. a EMBEDMENT
PRECAST SILL ° e `����y�� REVISIONS -��- T� BDIWSIONOF
BYOTHE ��� o .-,, �Easierll EA9nOiNNETAISTPPL�
1 •- � ■ // 16312 DOMESnCAVE
• E . 4 :'w, oo Rrnnuu,N 9ss+z
INSTALLATION ANCHOR t.\ S •- ,�p -'
(SEE NOTES SHEETS 21/2" MIN.
r_ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
6 10) EDGE DISTANCE * * VERTICAL AND HORIZONTAL CONFIGURATIONS
S A OF a INSTALLATION DETAILS
A VERTICAL SECTION o P , °^,� �AA�NB.:B�B.:
C.
4 � 13 TJH
SILL-CONCRETE/MASONRY ��� �� G� `�� jl�k(313
BSPE OROPS•INF
FBPE O:RfIRGn:OF
SIDE VIEW -VERTICAL ]N �� � N.T.S. AUMORPAAT+ONNO. 29578
BY DATE OESCRIPIgN REV a nC 11 _
ALL
MU
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1" x 31/8" MULLION
AND H-CLIP. OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS
M S TATf OF
sae rA^>rp/�y�p et�o� elw:.s� za
o Bu9UNa�a Br oATe oEsa+e>rnN
ZONTAL MULLION
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 -10
Eastern
■ n o'- IEI�IDOMMCAVE o
.A..«.w�•+r«oow. ..«a FT MYERS,n33911
�anaoiaiw
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION AND CLIP ASSEMBLY DETAILS
DATE DRAYMBY: VREPAAID BY:
02 OS 13 TJH S Bull UNNGDROPS,INC-
NwO NO: sc.-LE. FRP CERTIRCATEOF
PA-0003 N.T.S. AUTHORIZATION NO.29578
REV:
SOF11
DESIGN PRESSURE LIMITS FOR MU W ON: 1" x 3-1/8" (LIGHT(- ONE-WAY MU W ONS
SPAN V
TRIBUTARY WIDTH' W (IN.
(IN.)
18
24
30
36
42
48
53.125
54
60
24
20D.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
2M.0
200.0
200.0
200.0
W0.0
200.0
200.0
200.0
200.0
48
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
60
- 20D.0
200.0
18LO
158.0
143.3
134.3
129.8
129.3
127.6
72
16L6
123.7
1OLS
87.3
77.7
7L1
67.2
66.7
63.8
84
10LO
76.9
62-7
53.5
47.1
42.6
39.7
39.3
36.9
96
67.4
.
4L5
35.2
3018
27.6
25.6
25.2
23.5
108
47.2
!i
35.7
28.9
24.4
2L3
19.0
17.5
17.2
- ]5.9
DESIGN PRESSURE UMITS FOR MUWON: 1" x 3-1/8" (LIGHT) -TWO-WAY MUWONS
SPAN'L'
TRIBUTARY WIDTH'1M (IN.
IN.
18
24
3D
36
42
48
53.325
54
60
24
200.0
2W.0
200.0
200.0
200.0
200.0
200.0
20D.0
200.0
36
200.0
200.0,
200.0
200.0
19L4
167.5
15L3
14119
134.0
48
200.0
20MO
200.0
167.5
143.6
125.6
113.5
111.7
100.5
60.
200.0
200.0
160.8
IMA
114.9
100.S
90.8
89.3
80.4
72
157.6
118.2
94.5
7&8
67.5
59.1
53.4
SZS
473
84
99.2
74.4
S9.5
49.6
42.5
37.2
33.fi
33.1
29.8
96
66.5
49.9
39.9
33.2
2&5
24.9
22.5
22.2
19.9
WS
46.7
35.0
-28.0
23.3
20.0
17.5
15.8
15.6
14.0
I-- 1.000"
0.125" 1
3.125"
0.375" J
1" X 3-1/8" (LIGHT) MULLION
ALUMINUM 6005-TS
TRIBUTARY WIDTH = Wl+W2
2
MULLION
ONE-WAY MULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABLE NOTES: '
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREM NTS:CLIPDIMENSIONS.
-WOOD: #14 WOOD SCREWS
- CMU: 1/4" ITW TAPCONS
- CONCRETE: 1/4" ITW TAPCONS
- METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
0 0 0 6. INSTALLATION SUBSTRATES:
- WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
- HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 - CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
2" X 5t1 X 21/4" L-CLIP MIN. 4000PSI.
21/4" U-CLIP - METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5.
ALUMINUM 6005-TS "MUST BE USED IN PAIRS
U-CUP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS V. REVISIONS East�,nacHrtEcn RA�srs,vxs
. ` .p �/� ��►� �r OMR)tl OFSYPPIY
0 0 O ,, .. . ., ■ Eastern EASTERNAMSETILL
.`\ � G (l II � 1630300MFSTICAYG
\ �\ L• V �0 i_.
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 * IN7 7 = * w " E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. "d VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/32" X 2 1/4" H-CLIP x 3 1 s" LIGHT MULLION
i� C)� O iDP`: • 2(/ ` DATE.
oRAwNer: rmEVAREoer:
ALUMINUM 6063-T6 �� �� 02 OS 13 TJH
BUILD•' INC
DRAWING NQ Sr••'c. F INN.29
� x ` PA-0003 N.T.S. AUTHORIZATION�No ivsTa
s�Er REV
TRaE �x°r- a ANTNd-lATld Na �>s 81' °ATE DESCRIPTION - 6.OF 11
DESIGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8"(HEA -ONE-WAYMUWONS
SPAN'L'
TRIBUTARY WIDTH 9M (IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
200.0
191.4
176.7
167.5
162.2
16L6
159.4
200.0
154.5
126.8
109.1
97.1
88.9
84.0
83.3
79.7
126.2
96.1
78.4
66.8
58.9
53.2
49.6
49.1
46.1
k2
84.2
63.9
51.8
44.0
38.5
34.5
31.9
3L5
29.3
OS
58.9
44.6
1 36.1
1 30.5
1 26.6
23.7
21.8
1 21.5
1 19.9
DESIGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8" HEAVY -TWO-WAY MULLIONS
SPAN'L'
TRIBUTARYWIDTH'W'(IN.)
(IN.)
18
24
30
36
42
48
53.1251
54
60
24
200.0
200.0
200.0
200.0
200.0
20D.0
200.0
200.0
200.0
36
200.0
200.0
200.0
200.0
19L4
167.5
15L3
148.9
134.0
48
20D.0
200.0
200.0
167.5
143.6
125.6
113.5
11L7
100.5
60
20D.0
200.0
160.8
134.0
114.9
100.5
90.8
89.3
80.4
72
196.8
147.6
118.1
98.4
84.4
73.8
65.7
65.6
59.1
84
124.0
93.0
74.4
62.0
53.1
46.5
42.0
4L3
37.2
%
83.0
16
49.8
4L5
16
311
28.1
27.7
24.9
108
58.3
43.7
35.0
29.2
25.0
21.9
29.8
19.4
17.5
0.125"
3.125"
P
I
0.625'
1" X 34/8" (HEAVY) MULLION
ALUMINUM 6005-TS
QUALIFIED ANCHOR CLIPS
001[
13/4" U-CLIP o 0
ALUMINUM 6005-T5
0 0 0 0
U-CLIP FOR USE ONLY IN
MULLION -TO -MULLION
CONNECTIONS 2" X 5" X 13/4" L-CLI P
ALUMINUM 6063-TG
**MUST BE USED IN PAIRS
O 0 O
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS. o 0 0
1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
TRIBUTARYWIDTH = W1+W2
2
TABLE NOTES:
j lhw
IMF
Liao.
ctlpioilil
MULLION
ONE-WAY MULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU:1/4" ITW TAPCONS
• CONCRETE:1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN. 4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5.
``��•" O
� '' �• E..11 �/-� '�I
REVISIONS
_'. EASTERN AAOPAS srsTEus
- Eastern EAsmw NETUSrn y
■ •� A "M NUµ A V w 16301 DOMESTC AVE
S A OF G
�T . .. O IDr_�•
ianaaimeo
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1" x 31 8" HEAVY MULLION
GATE:
02 OS 13
DRAmw
T1H
Pit£PMED Br:
Brsr�[aenrlun of
AUTHORIZATION NO.29578
oRAVANC HO:
PA-0003
snu.E:
N.T.S.
Jae 7Je
SHEET:
� - -
REV:
Sr
GATE
DESCRIPII(M!
REV
DESIGN PRESSURE LIMITS FOR MULLION: V'x 4" - ONE-WAY MU W ONS
SPAN'L'
- TRIBUTARY WIDTH 9M (IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
200.0
200.0
200.0
200.0
200.0
200.0
200.0
2W.0
200.0
60
200.0
200.0
20CLO
200.0
200.0
200.0
200.0
200.0
200.0
72
200.0
200.0
200.0
1SL5
16L6
147.9
139.7
138.E
1326
94
200.0
159.9
130.4
11L2
9&0
8&5
82.5
SL7
76.7
%
140.1
306.3
.86.3
73.2
E4.1
57.4
53.1
525
4&8
108
98.1
74.2
60.1
50.8
44.3
39.5
36.3
35.9
33.1
DESIGN PRESSURE UMITS FOR MULLION: r x 4" - TWO-WAY MULLION 5
TRIBUTARY WIDTH 1M IN.
24
30
36
42
48
53.125
54
60
2W.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
198.5
0
F
200.0
200.0
200.0
2M.0
186.2
16&1
165A
148.8
0
200.0
200.0
196.5
170.1
148.8
134.S
132.3
119.1
0
2W.0
196.6
163.8
140.4
1229
11LO
109.20
154.7
123.8
103.2
88.4
77.4
69.9
68.8
6L9
2
1 103.7
82.9
69.1
59.2
518
46.8
46.1
4L5
108
97.2
72.8
5&2
46.5
416
36.4
32.9
324
29.1
QUALIFIED ANCHOR CLIPS
O 0 O 0
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
0 0 0 0
O O 0 0
81/4" X 3 3/8" H-CLIP
ALUMINUM 6063-T6
NOTE: SEE SHEET 3 FOR SPECIFIC CUP
TYPES AND DIMENSIONS.
lhw
60op
PAO
ILI`
11
ONE-WAY MULLION DIAGRAMS
ALUMINUM 6005-TS
TRIBUTARY WIDTH = Wl+W2
2
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN.4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-TS.
n -i��r
�\• •u •• •
N 7 7 O
S A OF
��T w O IDP-: �� `
�/ `��
S G �\
�
mm
REVISIONS
TASTERN AADN= NOF srsiENS
-�- Eastern �DM451ONDF
■ EASTERN NETAI SYPPIY
'� A:: M'w�..00ww w..o o'aoni 163�1 DOM6TIC4VE
,anaoeonu
,FR
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
1. x 4" MULLION
MTF:
02t
DMYM By.
TJH
PREPARED BY:
,u• BUININGDROPS,INL
FSPEOERTIFIGTEOF
AURIORI7ATION NO. Z9578
I]=
8 O
SCAIE:
N.T.S.
By
DATE
cescnwT oN
DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - ONE-WAYMULLIONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
_ 36
2W.0
200.0
200.0
200.0
200.0
200.0
200.0
2000
200.0
48
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
72
200.0
200.0
200.0
WILD
200.0
197.0
188.0
186.E
180.1
84
200.0
200.0
195.1
166.4
146.6
132.5
123.5
1222
1 114.8
96
200.046.
159.0
129.1
109.5
95.9
85.9
79.5
78.5
73.0
108
17
1.1
89.9
76. 0
66.2
S9.1
1 54.4
53.7
49.5
DESIGN PRESSURE LIMITS FOR MU W ON: 2" x 4" -TWO-WAY MU W ONS
TRIBUTARY WIDTH'W (IN.)
18
24
30
36
42
48
53.125
54
60
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
2000
I
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
197.0
17&0
175.1
157.6
200.0
200.0
200.0
200.0
180.1
157.6
142.4
240.1
126.1
200.0
200.0
200.0
175.1
150.1
131.3
118.7
116.7
105.1
84
200.0
200.0
180.1
150.1
12&7
1126
101.7
100.1
90.1
96
1 2.00.0
155.1
124.1
103.4
8&6
216
70.1
68.9
62.0
108
145.2
108.9
97.1
726
622
54.5
49.2
48.4
1 43.6
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
ALUMINUM 6005-T5
TRIBUTARY WIDTH = W1+W2
2
TABLE NOTES:
MULLION
L7io,0041�
1�m
ONE-WAY MULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS.
LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN.4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5.
* vV
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP - 3 , S A OF Gr
TYPES AND DIMENSIONS. 0TA
Imo'' \`S ' •. G\ ``�
398 0/FM �AaI 914R:. 338
REVISIONS
DATE I DESfSDPfpN
EASTERN ARCNRECTURM. SYSTEMS
Eastern E TW.M �Y
■ ` rn ui �w Pe A 1G 100MESHCAVE.
K,t"i' .•. .«• oow" FTMYER3.FL31911
+anaDlalsD
T 1E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
DFUVANG N0:
•
'^ BUILDING DROPS. INC.
J., FDPE CERTIFICATEOF
�F AUTHORIZATION NO.29578
DESIGN PRESSURE LIMITS FOR MU W ON: 2" x 6' - ONE-WAY MULLIONS
SPAN V
TRIBUTARY WIDTH'(IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
2W.0
200.0
200.0
200.0
20D.0
200.0
36
2D0.0
2010
- 200.0
2DO.0
2D0.0
200.0
200.0
200.0
2DO.0
48
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
200.0
200.0
20D.0
200.0
200.0
200.0
200.0
72
200.0
200.0
200.0
200.0
200.0
197.0
188.0
186.8
190.1
84
200.0
200.0
200.0
191.0
17LS
157.6
148.7
147.5
140.1
96
200.0
200.0
I86.8
16L6
144.1
13L3
123.0
12LB
114.6
308
200.0
197.0
162.7
140.1
124.2
112.6
104.9
103.8
97.0
DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" -TWO-WAY MUWONS
SPAN T
TRIBUTARY WIDTH'W (IN.)
(IN.)
18
24
30
36
42
48
53.125
54
60'
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
36
200.0
200.0
200.0
2010
200.0
200.0
200.0
200.0
200.0
48
200.0
200.0 .
200.0
200.0
200.0
197.0
17&0
175.1
157.6
60
20U.0
200.0
200.0
200.0
180.1
157.6
142.4
140.1
126.1
72
200.0
200.0
200.0
175.1
150.1
13L3
118.7
116.7
105.1
94
200.0
20D.0
180.1
150.1
12&7
112.6
IOL7
10D.1
90.1
%
200.0
197.0
157.6
13L3
3126
98.5
89.0
97.6
78.8
108
200.0
175.1
140.1
116.7
100.1
.6
79.1
77.8
70.0
QUALIFIED ANCHOR CLIPS
O 0
O 0
2" X 4" X 5 3/8" L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
NOTE: SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
1 2.000"
0.250"
6.000"
M
,
2" X�6"MULLION
ALUMINUM 6005-T5
TRIBUTARY WIDTH = Wl+W2
2
[,400
4 004
no
ONE-WAY MULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD:1114 WOOD SCREWS
• CMU:1/4" ITW TAPCONS
• CONCRETE:1/4" ITW TAPCONS
• METAL-1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.18 GA. (0.045"
THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5.
`` " •.�`. E.. ..7So: �O �r REVISIONS - wECTUR�MTEasterTLmASy
'rn9Ft��
.
N%
•naoiaieo
* * r HVHZ CLIPPED ALUMINUM TUBE MULLIONS
5 A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
S +Y + 2" x 6" MULLION
-O IOP:'" �/� DAM DM -By. ceE mmm
- 13 S T- t { FS EC MFICAT.WG
PA-0003 N.T.S. * AUMOMAnON NNO..29578
am n euw- ase- -
u Br ogre oBscwvraU atv �' nctt eEv:
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES
MULL
SPAN'L'
HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS
T
'Wl'
'Wl2'
.]—
'Wl' - I 'W2'
VERTICAL MULLION
HINGED DOOR W/ SIDEUTE
HORIZONTAL MULLION
MULTIPLE UNIT ASSEMBLY
MULL
SPAN 'L'
NOTES:
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
;
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN.
2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY
CONFIGURATION VALUES.
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
m
EXAMPLES OF ONE-WAY MULLION. ASSEMBLIES
'Wl''W2'
VERTICAL MULLION
MULL
SPAN 'L'
ORIZONTAL MULLION
0
REVISIONS EAstE7m nNCNrtECTu+nLs'stoa
I Eastern NWT
■ �* n o u'0 18 JWMF AV
Fr YE FL33922
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
OF Z i i i MI II I InA1 AccFMat v AAtn I nAn FYAMDI Cc
DATE I DESCRFTIM
f
2 � W. 13 TJH
M31
PA-0003 N.T.S. ( AUBUnRD-DeRWG�AT:diO-N0N0.29P5.WG578
TELD-WEN
WINDOWS & DOORS
Standard Sill Options
& BOTTOM RAIL OPTIONS
5 15/16"
Sill for Standard Pane'
CUSTOM WOOD
CLAD -WOOD PATIO DOOR
OUTSWING PATIO DOOR
Sr—ISill for 2 1/4" Panel
-
ADA Sill Options 1/2" r1/2"
Note: 4 9/16" to 5 5/8" wide
jambs use 8 1/2" sill, larger Ti
jambs use the 10" sill f ! 8 1/2" —I 10" -
ADA Sill - 4 9/16" Jamb ADA Sill - 6 9/16" Jamb
Transom Sill Options
Note: Sill nose can be used
with all standard trim options.
Bottom Rail Options
7/16" 1 f---
1E]
--- 1 5/8" 4 9/16" --i
Standard Sill Nose
Extended Sill Nose
1 3/4" 2 1/4"
6 5/8" 6 5/8"
16"
7/16" �{ f~
--I 1 5/8" 4 9/16" --I
Standard Sill Nose - 2 1/4" Panel
Extended Sill Nose - 2 1/4" Panel
1 3/4"
2 1/4"
16"
Standard 6 5/8" Rail Optional 11" Rail
Architectural Design Manual Product s ecifications me- change without notice Scale: 2 1/2" = V-0"
P
September 2020 Questions? Consult JELD-WEN customer service. 9