HomeMy WebLinkAboutAPPROVED 20-1118.03 PWOPENING# 1 A B C D
MIAMI-QADE 2 A B C D MIAMI-DADE COUNTY
MUNIM PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTM NT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISIO'Y T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miarnidade.QoyIbuildine
E.S. Windows, LLC
3550 NW 491a 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 Cade,
including th
ON: Series "ES-8000" Aluminum Window Wall System - L.M.I.
APPROVAII 1717CUNTER I . Drawing IM. TV07-60, IMUC- ONY Vva I System (L.M.I.)",
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 5.2, 6, 6.1, 6.2, 7, 7.1, 8, 9, 10, 11 and 12 of 12, dated 08/03/07, with revision G
dated 11/12/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 fit led 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, andl 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. 19-1029.08 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA Na. 2U-1118.03
CMIAMADE COUNTY Expiration ,
Approval Date: February 11, 2021
T23121 Page I
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE❑
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-0826.26)
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, 6.2, 7, 7.1 and 8 through 12 of 12, dated
09/03/07, with revision F dated 09/28/19, prepared by Al-Farooq Corporation, signed
and scaled by 7avad Ahmad, P.E.
(Submitted under NOA No. 19.1029.08)
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-ESW-18-004, dated 05/17/18, signed and sealed by Constantin Bortes, P.E.
(Submitted under NOA No, 19.1029.08)
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 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 08116Y17, signed and sealed by Idalmis Ortega, P.E.
(Strbmiried under NOA No. 18-0129.05)
AA
Manuel Perez;;:.
Product Control Ex r
i�'UA No. 20-1 18.0
Expiration Date: April 03, 23
Approval pate: February 11, 2021
E-1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE❑
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
B. TESTS (CONTINUED)
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
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 scaled by Idalmis Ortega, P.E.
(Submitted under NOA No. 17-0227.08)
4. 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. Wenzel, P.E.
(Submitted under NOA No. 08-0204.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6"
Edition (2017), dated 08/30117 and 09/12/18, prepared by Al-Farooq Corporation,
signed and sealed by davad Ahmad, P.E.
(Submitted under NOA No. 19-1029.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel Perez, P.E.
Product Control Ex r
i�'OA No. 20-1 18.0
Expiration Date: April 03, 23
Approval Date: February 11, 2021
E-2
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE❑
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTIlVUED)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas(O (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
F. STATEMENTS (CONTINUED)
1. Statement letter of conformance, complying with FBC 6" Edition (2017), and of no
financial interest, dated September 12, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E
(Submitted under NOA No. 19-1029.08)
2. Distributor Agreement between ES Windows-Energia Solar, S.A., Barranquilla,
Columbia, S.A. and E.S. Windows, LLC, Miami, Florida, dated 09/12/13, signed by
Ms. Adriana Montoya, Manager and Andres Chamorro, General Manager respectively
on behalf of the companies.
(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 12119107, 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. 18-0129.05, issued to E.S. Windows, LLC for their Series
"ES-8000" Aluminum Window Wall System - L.M.I., approved on 04/12/18 and
expiring on 04/03/23.
Manuel Ptrcx, P.E.
Product Control Ex r
i�'UA No. 20-1 18.0
Expiration Date: April 03, 23
Approval pate: February 11, 2021
E-3
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE❑
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. 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 G dated 11/12/20, prepared by Al-Farooq Corporation, signed
and sealed by Jalal Farooq, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6`e
Edition (2017), dated 08/30/17 and 09/12/18, and further updated to comply with
FBC 7`b Edition (2020), prepared by Al-Farooq Corporation, dated 11116/20, signed
and sealed by Jalal Farooq, P.E.
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. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlast XtraT" (SGKTN4 Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring; on 07/08124.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6" Edition (2017), with FBC 7"
Edition (2020), and of no financial interest, dated November 16, 2020, issued by Al-
Farooq Corporation, signed and scaled by Jalal Farooq, P.E.
G. OTHERS
1. Notice of Acceptance No. 194029.08, issued to E.S. Windows, LLC for their Series
"ES-8000" Aluminum Window Wall System -L.M.I., approved on 01/16/20 and
expiring on 04/03/23.
Manuel Perez, P.E.
Product Control Ex n r
NOA No. Z0-1 18.0
Expiration date: April 03, 3
Approval Date: February 11, 2021
E-4
N
mLd
az
�o
w �
D
9
a-
= a
W N
x
Z a t5 NO 1 �}
W J N J 0.
IL
V' x�xW
� � x
4" MAX.
HEAD/SILL
CORNERS
D.L. OPG. R-L- OPG.
SEE SHEET 2 SEE SHEET 2
�.
D.L. OPG.
SEE SHEET 2
F
�4
E
9
�
�
G
10
N
N a
O
N
N
Lwy.i
I /
N
off
/f
J
J�
8
! l I }
4" MAX- J • ��
HEAD/SILL
CORNERS }
1
ANCHORS TYPE A, B. C OR D 1
2, 3. 4 OR 5 AT EACH ,IAMB--
SEE SHEETS S. 5.1 do 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)/2020 (7TH 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 2017/2020 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.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'.
--------------
i
I�
i
�I
{I �
II I
II /
f/
I I
iI
it \
II \
I �
iF SEE 'E.S.\WINDOWS'
�I L.M.I. DOOR`NOA
II FOR DOOR RATING
I� & DETAILS. \
II
I �
P I-1E 4,_-_=_R,
i
MAY. MULLION SPACING '1 �
SEE SHEET 3 & 4
i
i 1\___DOOR MULLION ANCHORS
ANCHORS TYPE A. B. C OR ❑ I SEE SHEET 7
2. 3, 4 OR 5 AT EACH SIDE OF MULUON--'
SEE SHEETS 5, 5-1 do 5.2
TYPICAL ELEVATION
INSTRUCTIQUS
USE CHARTS AS FOLLOWS -
DETERMINE DESIGN WINO LOAD REQUIREMENT BASED ON
WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING
APPLICABLE ASCE 7 STANDARD.
SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY
OF DESIRED GLASS SIZE.
CHECK MULLION CAPACITY FOR A GIVEN SPACING AND
HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR
WINDOW WALL MULLION AND SHEETS 6 do 7 FOR
DOOR MULLION
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
STEP 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.
a T5 E P 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND
4 SHALL APPLY TO ENTIRE SYSTEM.
D.L. OPG.
D.L. OPG.
WIDTH
SEE CHART
SHEET 2
L;
a
�L
o�
in
D-L. OPG,
D.L. OPG.
wintu
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 LINES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY.
PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1.
+ri
LAMINATED GLASS a
LARGE MISSILE IMPACT
cx
��{� $��Q y�'. S •.�� drawing no.
60
i
RA- ueY
FOR 3/8" SHIMS
TYPICAL ELEVATION
SINGLE (0) PANEL
MAXIMUM DESIGN LOAD RATING = + 70.0 PSF
— 70.0 PSF
(FOR SINGLE LIMITS SHOWN IN THIS SHED OR SMALLER)
M
Z m
M
go
M
N
IL
v ,n
v03
x In q
aWN
a
nLLa
Lz`�g�gO
J ZM
Q WOE R
1/4- HEAT STREN'0 GLASS
m
090" Interloyer
SentryGlas
m
$y 'Kuraroy America, Inc.'
u7
0
HEAT STREN'0 GLASS
U
�1/4"
p
J Lu
SILICONE
00WSIL a83
ui
Lto
z a7
rp a. yl t
`�
TT!
L
x� J
3 z `` a
I�
' v7
.�
Ln
GLASS TYPE 'B1' p o
N
LL d
7 Z
N
C
O
N
v
FA
� �P..... try o i • acrarg'•
ri A =
No. 3 $
IOV l 2070 : ®' gr E �dgj: Tdrawi g no.
r
!f �1��®I.4. t ��\ sheet 1.1 of 12
GLASS LOAD CAPACITY - PSF
NOMINAL DIMS.
GLASS TYPE 'A' GLASS TYPE 'B'
D.L.O. WIOTk
O.L.O. HEIGHT
EXT.(+)/INT.(-)
EXT,(+)/INT.(-)
28'
80.0
130.0
32"
80.0
130.0
36"
80.0
130.0
40"
80,0 j
130.0
84-1/2"
80.0
130.0
48"
B0.0
130.0
52'
80.0
130.0
55-1 / 4"
80.0
130.0
28"
80.0
130.0
32"
80A
130.0
36"
80.0
130.0
40"
90-1 / 2'
80. ❑
130.0
30.0
45^
80.0
130.0
52'
80.0
13010
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"
50.0
130.0
48"
80.0
130.0
52"
80.0
127.2
28"
80.0
130.0
32"
50.0
130.0
36"
80.0
130.0
102-i/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
m.
108-1/2"
80.0
130.0
40.
80.0
130.0
44-1 /4'
80.0
130.0
28'
SOX
130.0
32'
B0.0
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'
-
9010
51-1/2"
1
-
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"
46"
SO.o
40"
138-1/2"
-
90.0
44-1/4"
-
'30.0
7
a
C
c
2
/i%Jf
6
J
d
z
0
_
5 p
0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM Et 300-09 (3 SEC. GISTS).
1/4' HEAT STREN'D GLASS
.090' Interlayer
Tras;fol PVB
V8y 'kuraroy America. Inc.'
1/4" HEAT STREN'0 GLASS
SILICONE
OOWSIL 982
DOWSIL 795
z
z
:2
GLASS TYPE 'A'
CLASS
1/4" HEAT STREN'D GLASS
.090' Interlayer
SentryGlas
Tay 'Kuraruy Americo, Inc.'
1/4" HEAT STREN'0 GLASS
SILICONE
DOWSIL 983
DOWSIL 795
:TM-Eird am .0
NO, 23
Nov STATE 0 G[¢
y�V
Z m
0 zko
W W
Q(L 4n
us
� p �
W �
o>m
Cf m
0a0o8
0 rr
�N?A0
¢zJ
Q W Z U.
z In o
JakoQ.3
W m i
w
I
W
m
O
J �
J L8
W
a D:
3 rn u7
p 't a10
n
o Z
cD
Do a
Ln
r,
LLJ Q d
LU r�
� O
l N �
GW t f
a
v e v u
drawing no.
W07-so
NOTE:
INTERPOLATION BETWEEN WIDTHS ALLOWED.
MULLION LOAD CAPACITY - PSF
MULLIONS WITHOUT INTERMEDIATE HORIZONTALS
NOMINAL AIMS.
JAMB 'JI'
MULL 'Mi'
JAMB 11'
MULL 'M2'
JAMB 'JE'
JAMB 'J3'
NULL 'M3'
JAMB 'J3'
MULL 'M4,
WIDTH (w)
FRAME HEIGHT
EXT. [+)
INT. {-)
EXT. (+]
INT. (-)
EXT. (+)
INT. (-)
Er, {+}
INT- {-)
30'
36'
42"
48,
$4"
$0`
86-1/2"
130.0
130.0
130A
130.0
13D.0
t27.3
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.D
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
30'
36'
42.
43'
54'
60"
9o-
130.0
130.0
130,0
13D.0
1 22-9
114.9
130.0
130.0
130.0
130.0
130.0
130.0
13D.0
130.0
130.0
130-0
130.0
130.0
130.0
130,0
I30.0
130.0
130.0
130.0
30,
36'
42'
0.
54'
60`
96,
130.0
130.0
121A
108.6
99.4
92.4
130.0
130.0
130.D
130.0
130.0
130.0
130.0
130.0
130.0
130.0
125.6
1 16.3
130.0
130.0
130.0
130.0
130.0
130.0
30'
36•
42`
48•
54'
58,
98-1/2"
130.0
127.6
111.6
100.0
91.4
86.8
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
1 130.0
118.6
112.4
130-0
13Q_0
130.0
130.0
130.0
130.0
W.
36'
42"
48'
54'
56'
142»
13D.0
114.5
100.0
89.5
91.6
79.4
130.0
130.0
130.0
130.0
130.0
127.7
130.0
130.0
1 130.0
120.9
109.8
106.7
130-0
130.0
130.0
130.0
130.0
130.0
30'
36'
42^
48"
53'
10$'
113.5
95.9
83.6
74.6
68.8
130.0
130.D
130.0
120.0
110.7
130.1)
130.0
120.3
107.0
98.4
130.0
130.0
130.0
130.0
130.0
3D"
36'
42"
4g'
52"
1i0-1/2'
105.9
89.4
77.8
69.4
64.9
130.0
130.0
125.2
111.E
104.5
130.0
130.0
114.7
101.9
95.1
130.0
130.0
130.0
13D.O
13D.0
30"
36'
42'
46"
50•
114'
96.2
81.2
70.5
62.9
60.8
130.0
130.0
113.E
101.1
97.7
130.0
123.E
1 D7.4
95.3
92.0
130.0
130.0
130.0
130.0
130.0
30,
36"
42"
48"
120"
$2.3
69.3
60.2
53.5
130.0
111.5
96.9
86.1
130.0
111.4
96.5
85.5
130.0
130.0
130.D
130.0
NOTE:
INTERPOLATION BETWEEN WIDTHS ALLOWED.
UNANCHORED
JAMB OPTIONS
XUI.L OPTIONS
MULJ.ION LOAD CAPACITY - PSF
)JULLIONS W/o INTERMEDIATE HORI20NTAI5
NOMINAL DIMS.
JAMB 'J2'
JAMB 'J3'
MULL 'M4'
WIDTH (W)
FRAME HEIGHT
EXT. [+)
1NT, (-)
54"
57'
120'
90.0
90.0
30'
36'
42'
48"
54'
126
90.0
90.0
90.0
90.0
90.0
30"
36'
42'
48'
52'
132'
90.0
90.0
90.0
90.0
90.0
30'
36`
42'
48'
50.
138,
90-0
90.0
90.0
90.0
86.9
30'
36' 144'
42"
4B"
90.0
90.0
89.4
79.0
UNANCHORED
IAMB OPTIONS
AULL OPTIONS
JA34B 'JI' JAM13 'JZ'
JAMB 'J3'
IX IN-4 I SX IN"3 Ix IN-4 Sx IN-3 Ix IN"4 Sx IN-3
6.6509 2.6471 10.6486 4.4452 ALUMINUM 6.65D9 2.6421
STEEL 2.7506 1.2225
TOTAL 14,6276
Ix ALUM + Is STL x 2.9
MULLION 'MS' MULIJON 'M2' MULLION 'M3' MULLION 'M4'
Ix IN-4 ISN IN^3 Ix lid 4 Sx IN-3 Ix IN-4 Sx IN-3 i Ix IN-4 I Sx IN-3
6.7195 2.6757 10.8072 3.758p ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.fi757
STEEL 2.7506 1.2225 STEEL 3.7533 1-668
TOTAL, Is STL x s-9 14.69fi2 �ixD1YV + I. SR x 7.S 17.6047
WIDTH (W) - W1
AT FRAME JALL48
WIDTH (w) = W2 + W3
AT FRAME MULLION 2
A10V 18 2020
MULLIONS
No. 3
ST •°49:
ter "..AORLD,.'
Z m
oz
O
Q E ry V7
0 °N�pv1
06 X
dc
� 0 - m v
pdoa°
N
O to
N
Q W D IL N
kiln -0
tY
10 J Ci Q
W Q
d 10=12�
on
0
0
e
drawing no.
W07-60
NOiMIN
WIDTH
30'
36"
42"
48-
54-
60"
30"
36'
42'
48"
54'
30"
36'
42"
48"
54"
60"
30'
36"
42"
48"
54'
60"
30'
36"
42"
48-
54-
MULLION LOAD CAPACITY - PSF
MULLIONS
WITH INTERMEDIATE HORiZONTA1 S
JAMB 'J2'
JAMB 'Ji'
JAMB '11'
JAMB 'J3'
AL DIMS.
MULL 'Ml'
mULL 'MZ'
MULL 'M3'
FRAME HEIGHT
INT. [-}
INT. (-}
INT. {-}
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
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
86-1 j2"
130-0
130-0
130.0
118-9
130.0
130.0
107.0
130.0
124.8
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
sv"
119.2
130.0
130.0
105.9
130.0
128.1
95-3
130.0
115.3
130.0
130-0
130.0
130.0
130.0
130.0
112.2
13M0
130,0
96"
98.2
130.0
126.7
87.3
130.0
112.$
78.5
122.1
101.4
130.0
130.0
130.0
121.2
130.0
130.0
103.9
130.0
1310
90.9
130.0
120.3
60.8
128.9
107.0
UNANCHDRED
JAMB 'JS'
JAMB OPTIONS
MULL 'M4,
MLU OP71ONs
EXT. (+}
INY. (-)
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
130.4
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
MULLION LOAD CAPACITY PSF
130.0
MULLJDNS VITH INTERMEDIATE HORIZONTALS
55"
75.2
120.0
99.6
130.0
30"
36'
42'
48"
54"
56'
130-0
130.0
130.0
130.0
109.1 130.0 130.0
130.0
93.6 130.0 128.3
130.0
102'
81.9 130.0 112.2
130.0
72.8 117.0 "A
130.0
70.2 112.8 96.2
130.0
30'
36'
42'
45'
53"
110.3
130-0
130.0
130.0
91.9 130.0 1300
130.0
108- 78.8 126.8 114.4
130.0
69.0 110.9 100.1
13D.0
62.5 100.4 90.7
130.0
30'
36'
42'
4V
52"
103.0
130.0
130.0
130.0
85-8 130.0 127.5
130.0
110-1/2' 73.6 118.3 109.3
130.0
64.4 103.6 95.6
130.0
59.4 95.6 1 88.3
130.0
30"
36'
42"
4$"
50"56.3
93-8
130-0
130.0
130.0
78-2rl 119.8
114" 67.0 1023
130.0
130.0
58.6 89.$
130.0
86.2
130.0
30'
36"
42"
e8.
80-4
129.7
130.0
120' 67.0 107.8 108.1
57.5 92.4 92.7
130.0
130.0
50.3 00.9 61.1
130.0
NOMINAL DIMS-
JAMB 'J2'
JAMB 'J3'
UNANCHORED
JAMB OPTIONS
MULL 'M4
MULL OPTIONS
WIDTH (W)
FRWE HEIGHT
EXT. [+]
INT. (-}
54'
57'
120'
90.0
90.0
30'
36'
42'
48"
54'
126'
9D.0
90.0
90.0
90.0
90.0
30'
36'
42'
48"
52"
132'
90.0
90.0
90.0
90.0
90-0
30'
36'
42'
4$'
W.
138"
90.0
90.0
90A
86.6
83.1
30"
36"
42'
48"
144'
9D.0
90.0
87.1
76.2
JAMB '31' JAMB 'J2'
JAMB 'J3'
Ix IN-4 Sx IN-3 IX IN"4 SY IN-3 Ix IN-4 Sx IN-3
6.6509 2.6421 10.6466 4.4452 ALUMINUM 6.6509 2.8421
STEEL 2.7506 1.2225
TOTAL 14.6276
M ALUM + tK SR x Z.4
MULLION 'Ml' MULLION 'M2' MULLION '10' MULLION 'N4'
IX INA4 $X Ik 3 I% IN�4 SY IN "3 IV W4 SX IN-3 IV IN-4 SY IN-3
6.7195 2.675. t0.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUM1N11M 6.7195 2.6757
STEEL 2.7506 1.222 1 STEEL 3.7533 1.66EI
TOALU + � M x 2.s 14.69fi2 TOuwAAL, 17.6047
INTERMEDIATE HORIZONTALS
r
n
W
W1 W2
W3
WIDTH (W) = Wl
AT FRAME JAMB
WIDTH (W) � W2 + W3
AT FRAME MULLION 2
NOTE:
INTERPOLATION BETWEEN WIDTHS ALLOWED.
KIM 18 200
MULLIONS
. No.
�' ST
n
N
W
ED
m
I
n
a
-t ?D 3
q � Q
i to
j N
N �
IW
1 VAIN
�y�
:pG
1N�
Q
izIL
I N _ b
3
fp
J I!ry
3
i!7 0
0
Jr
_3 W
co -q- °7
L
n
o - J
a09
w (6 o
U
w LsI r
cn
�l IMMIE
drawing no,
W07-60
sheet 4 of 12
5
INTERMEDIATE
HORIZONTALS
OPTIONAL
Ai I FIYFn I ITFS
W4
W2
WIDTH (W) - W1 + W2
2
5
E.S. WINDOWS
p
OOR
E SEPARATE NOA
WIDTH (W) — WT + W2
2
5
a
L
c
WIDTH (W) - 2l + ►{
4�3-
4. TYR 4' J TYP. 4^ TYP.
TYP. TYP. TYP. TYP.
A2, 112, C2. 02 @3 C3, A4, B4, C4, D A5• B5, C5
ANCROFS TYPESSEE SHEET 8 FOR DESCRIPTION
A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION
A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
133 = (3) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION
C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION
A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
1134 = (4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C4 = (4� ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION
A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
H5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION
ALL OTHER ANCHORS TO 6E SPACED AS PER ELEVATION.
'E.S. WINDOWS'
rn
600R &TRANSOM
LO
SEE SEPARATE NOi
I
r
✓%;:
i%;; I
W
0 M
I0
>
D
._ .'
N
IL Q
2 i
II
0 W N
N
II
I►r �• 11
11 �F II
p Lu
Ilk
aRFm
!`
0aac$
I
II
i4 NNp mN
W _j Ii ify
W 0 G
Jq�a�
�wIlmn Ru
W1
W2
0o
n
WIDTH (W) W1 + W2
J
2
w
"?
0
JJ
LLJ
:3
Q
� n
O
J p
Cb
co
z� o
w
Vl�as,�
Vim]
W Ln
po
F,y� LD
m
w
C.N❑ N � N
ooso�v
`
SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. v a ��' a o a
m x a Z. a
SEE SHEET 8 FOR ANCHOR DESCRIPTION.
ANCHORS
v- ► d
NOV 1 8 WO 9
drawing no.
t...... �W07-60
ONAL 0l If sheet 5 of 12
NOMINAL DIMS.
71DTH (W)
FRAME HBGH1
30'
36"
42`
86-1/2'
48"
54'
60"
30"
36"
42"
90'
48"
54"
60"
30"
36'
42"
g6"
48'
54"
60"
30'
36"
42'
98-1/2'
48'
54"
30'
35'
42" 102"
48"
54.
60'
30"
36"
42'
Ida'
46'
54"
60"
30"
36,
42' 110-1/2"
4 8"
54"
60"
30"
36"
42" 114"
48"
54"
60"
ANCHOR LOAD CAPACITY - PSF
EXT.(+) & INT.(-)
ANCHORS TYPE •A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4" MAX. SHIM
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
'D'
A2 A3 A4 A5 A2 A3 A4 A5
82 B3 B4 B5
B2
B3 B4
B5
C2
C3
C4
C5
C2
C3
C4
C5
D2
D3
A4
59.1 88.6 116.2 130.0 46.1 69.2 92.2 115.3
67.9 101.9 130.0 130.0
53.3
79.9 106.5
130.0
115.9
130.0
130.0
130.0
91.4
130.0
130.0
130.0
130.0
130.0
130.0
49.2 73.9 98-5 123.1 38.4 57.7 76.9 96.1
56-6 84.9 113.2 130.0
44.4
66-6 88.8
111.0
96-6
130.0
130.0
130.0
76,2
114.3
130.0
130.0
130.0
130.0
130.0
42.2 63.3 84.4 105.5 32.9 49.4 65-9 B2,4
48.5 72.8 9TO 121.3
38.1
57.1 76A
95.1
82-8
123.7
130.0
130.0
65.3
98.0
130.0
130.0
124.0
130.0
130.0
36.9 55.4 73.9 92.3 28.8
43.2 57.7 72.1
42.5
63.7
84.9
106.1
33.3
49.9
66.6
83.2
72.4
108.2
130.0
130.0
57.2
85.7
114.3
130.0
108.5
130.0
130.0
32.8 49.2 65.7 82.1 25.6
38.4 51.2 64.1
37.7
56.6
75.5
94.3
29.5
44.4
59.2
74.0
64.4
96.2
128.7
130.0
50.8
76.2
101.6
127.0
96.4
130.0
130.0
29.5 44.3 59.1 73.9 23A
34.6 46-1 57.7136-3
50.9
67.9
64.9
28.5
40.0
53.3
66.6
57.9
86.6
115.9
130-0
45.7
68.6
91.4
114.3
86-8
130.0
130.0
56.8 a5.2 113.6 130.0 44.3
66.5 88.7 110.8
97.9
130.0
130.0
51,2
76.8
102.4
128,0
111.4
130.0
130.0
130.0
87.9
130.0
130.0
130.0
130-0
130.0
130.0
47.3 71.0 94.8 11a,3 36.9
55.4 73.9 92.4
81.6
108.8
130.0
42.7
84.0
85.3
106.7
92.8
130.0
130.0
130.0
73.2
109.9
130.0
130.0
130-0
130.0
130.0
40.6 60.8 81.1 101.4 31.7
47.5 63.3 79.2
69.9
93.3
116.6
36.6
54.9
73.1
91.4
79.5
118.9
130.4
130.0
62.8
94.2
125.6
130.0
119-2
130.0
130.0
35.5 53.2 71.❑ 68-7 27.7
41.6 55.4 69-3
61.2
$1.6
102.0
32.0
48.0
64.0
80.0
69.6
104.0
130.0
130.0
54.9
82.4
109.9
130.0
104.3
130.0
130.❑
31.5 47.3 63.1 76.9 24.6
36.9 49.3 61.6
54.4
72.5
90.7
28.4
42.7
56.9
71.1
61.9
92.4
123.7
130.0
48.8
73.2
97.7
122-1
92.7
130.0
130.0
28.4 42.6 56.8 71.0 22.2
33.2 44.3 55.4
32.6
49.0
65.3
81 A
25.6
38.4
61.2
64.0
55.7
83.2
t 1 i .4
130.0
43.9
65.9
87.9
109.9
83-4
125.1
130.0
53.2 1 79.9 106.5 130.0 41.6
62.3 83.1 103.9
61.2
91.8
122.4
130.0
48-0
72.0
96.0
120-0 1
104.4
130.0
130-0
130.0
82.4
123-6
130-0
130.0
130.0
130.0
130-0
44.4 66.6 88.7 110.9 34.6
52.0 69.3 86.6
51.0
76.5
102.0
12TS
40.0
60.0
BOX
100.0
87.0
130.0
130-0
130.0F45,
103.0
130.0
130,0
130.0
130.0
130.0
38.0 57.0 76.1 95.1 29.7
44.5 59.4 74.2
43.7
65.8
87.4
109.3
34.3
51.4
68.6
85-7
74.6
111.4
130.0
130.0
68.3
117.7
130-0
111.7
130.0
130.0
49.9 66.6 83.2 2&0
39.0 52.0 64.9
39.3
5T4
76.5
95-6
3&0
45.0
6O.O
75.0
55.3
97-5
130.0
13C.0
77.3
103.0
128.8
97.8
130.0
130-0
44.d 59.2 73.9 23.1
F2&6
34.fi 4fi.2 57.7
34.0
51.0
68.0
85.0
26.7
40.0
53-3
66.7
58.0
86.7
116.0
13C.0
6a.7
91.6
114.4
6$.9
130.0
130.0
39.9 53.2 66.6 20.8
31.2 41.6 52.0
30.6
45.9
61.2
76-5
24.0
36.0
48.0
60.0
52.2
78.0
104.4
130.0
41.2
61.8
82.4
103.0
78.2
117.3
130.0
51.9 7T8 103.8 129.7 40-5
60.8 BED 101.3
59.6
89.5
119.3
130.0
46.8
70.2
93-6
117.0
101.8
130.0
130.0
130.0
80.3
120.5
130.4
130.0
130.0
130.0
130.4
43.2 64.9 86.5 108.1 33.8
50.6 67.5 84.4
49.7
74.6
99.4
124.3
39.0
58.5
78.0
97.5
84.5
126.7
130.0
130.0
66.9
100.4
130.0
130.0
127.0
130.0
130.0
37.1 55.6 74.1 92.7 28.9
43.4 57.9 72.3
42,6 1
63.9
85.2
106.5
33.4
50.1
66.8
83.5
72.7
108-6
130.0
130.0
57.4
86.0
114.7
130.0
1d8.9
130.0
130-0
32.4 48.6 64.9 81.1 25.3
38.0 50.6 153.3
37-3 ,
55.9
74.6
93.2
29.2
43-9
58.5
73.1
63.6
95-0
127.2
130.0
50-2
75-3
100.4
125.5
95.3
130.0
130.0
28-8 43.2 57.7 72.1 22,5
33.8 45.0 56.3
33.1
49.7
66.3
82.8
26.0
39.0
52.0
65.0
%5
84.5
113A
130.0
44.6
66.9
89.2
111.5
84.7
127.0
130.0
25.9 38.9 51.9 64.9 20.3
30.4 40-5 50.6
29.8
44.7
59.6
74.6
23.4
35.1
46.8
58.5
50.9
76.0
101.8
127.2
40.2
60.2
1 80.3
100.4
76.2
114.3
130.0
50.1 75.2 100.2 125.3W24.436.7
78.2 97.8
57.6
86.4
115.2
130.0
45.2
67.8
90.4
112.9
98.3
i 130.0
130.0
130.0
77.6
116.3
130.0
130.0
130.0
130.0
130.0
41.8 62.6 83.5 104.4
85.2 81.5
48.0
72.0
96.0
120,0
37.6
56.5
75.3
94,1
81.9
I122.4
130.0
130.0
64.6
96.9
129.3
130.0
122.7
130.0
130.0
35.8 53.7 71.6 89.5
55.9 69.8
41.1
61.7
82.3
102.9
32-3
48.4
64.5
80.7
70.2
104.9
130.0
130.0
55.4
83.1
110.8
130.0
105.1
130.0
130.0
31.3 47.0 62.6 78-3
48.9 61.1
36.0
54.0
72.0
90.0
28.2
42.4
56.5
70-6
61.4
91.8
122.8
130.0
48.5
72.7
96.9
121.2
92-4
i30.0
130.0
27.8 41.8 55.7 69.6 21.7
32.6 43.5 54.3
32.0
45.0
64.0
80.0
25.1
37.6
50.2
62.7
54.6
81.6
109.2
130.0
43A
64.6
86-2
107.7
81.8
122.7
130.0
25.1 37.6 50.1 62.6 -
29.3 1 39.1 48-8
28.8
43.2
57.6
72.0
22.6
33.9
45-2
56.5
49.1
73.4
98.3
122.8
38.8
58.2
77.6
96.9
73.6
110.4
130.0
47.3 71.0 94.6 118.3 36A
55.4 73.9 92-4
54.4
81.6
108.5
130.0
42.7
64.0
85.3
106.7
92.8
130.0
130-0
1".a
73.2
109.9
130-0
130.0
130.0
130.0
130.0
39.4 59.2 78.9 98.6 30.8
46.2 61.6 77.0
45.3
68.0
90.7
113.3
35.6
53.3
71.1
88.9
77.3
115.E
130.0
130.0
61.0
91.6
122.1
130.0
115.9
130.0
13M0
33.8 50.7 67.5 84.5 26.4
39.6 52.8 65.0
38.9
58.3
77.7
97.1
30.5
45.7
61.0
76.2
66.3
99.0 130.0
130.0
52-3
78.5
104.E
130.0
99.3
130.0 130.0
29.6 44.4 59.2 73.9 23A
34.6 46.2 57.7
34.0
51.0
68.0
85.0
26.7
40.0
53.3
66.7
58-0
86.7 1 1 &0
130.0
45.8
68.7
91.6
1 14.4
86.9
130.0 . 130.0
26.3 39.4 52.6 65.7 20.5
30.8 41.0 512
30.2
45.3
60.4
75.6
23.7
35.6
47.4
59.3
51.6
77.0 1103.1
128.9
40.7
61.0
B1.4
101.7
77.2
115-9 130.0
23.7 35.5 47.3 54.2 -
27.7 36.9 46.2
27.2
40.8
54.4
68.0
21.3
32.0
42.7
53.3
46.4
69.3 92.5
116.0
38.6
54.9
73.2
91.6
89.5
104.3 130.4
46.3 69.4 92.5 115.E 36.1
54.2 72.2 90.3
53.2
79.8
106.3
130.0
413
62.6
83.4
104.3
90.7
130.0 130.0
130.0
71.6
107.4
130.0
130.0
130.0
130.0 130.0
38.5 57.8 77.1 96.4 30.1
45,1 60.2 75-2
44.3
66.5
88.6
110.8
34.8
52.1
69.5
85.9
75.6
112.9 130.0
130.0
59.7
59.5
119.3
130.0
113.2
130.0 130.0
33.0 49.fi 56.1 82.6 25.8
38.7 51.6 64-5
38.0
57-0
76.0
94.9
29.8
44.7
59.5
74.5
64.8
96.8 129.6
134.0
51.1
76.7
102-3
127.$
97.1
130.0 130.0
28.9 43,4 57.8 72.3 22.6
33.8 45.1 56.4
33.2
49-8
66.5
a3,1
26.1
39.1
52.1
65.2
56.7
84.7
113.4
I.W0
4a.7
s7.1
89-5
111.9
84.9
127.4
130.0
25.7 38.5 51.4 64.2 20.1
30.1 40.1 50.1
29.5
44.3
59.1
73.8
23.2
34.8
46.3
57.9
50.4
75.3
100.8
126.d
39.8
59.7
79.5
99.4
75.5
113.2
130-0
23.1 34.7 46.3 57.8 -
27.1 36.1 45.1
26.6
39.9
53.2
66.5
20.9
31.3
41.7
52.1
45.4
67,8
90.7
1113,4
35A
53.7
71.6
89.5
67.9
101-9
130.0
44A 67.3 89.7 112.1 35.0
52.5 70.0 87.5
51,5
77.3
103.1
128.8
40.4
WA
80.8
101.1
87.9
130.0
130.0
130.0
$9.4
104.1
130.0
130.0
130.0
130.0
130.0
37.4 56.0 74,7 93.4 29.2
43.7 58.3 72.9
42.9
64.4
85.9
107.4
33.7
50-5
67.4
84.2
73-3
109.5
130.0
130.0
57.8
86.7
115.6
130.0
109A
130.0
130.0
32.0 48.0 54.0 80.1 25.0
37.5 50.0 52.5
36.8
53.2
73.6
92.0
28.9
43.3
57.7
72.2
62.8
93.8
125.6
130.0
49.6
74.3
99.1
123.9
94.1
130.0
130.0
28.0 42.0 56.0 7C-1 21.9
32.8 43.7 54.7
32.2
48-3
64.4
80.5
25.3
37.9
50-5
63-2
54.9
82A
109.9
130.0
43.4
65.1
86.7
108.4
82.3
123.5
130.0
24.9 37.4 49.8 62.3 -
29-2 38.9 48.6
28.6
42.9
57.3
71.6
22.5
33.7
44.9
56.1
48.8
73.0
97.7
122.1
38.5
57.8
77.1
96.4
73.2
109.8
130.0
22.4 33.6 44.8 SB.d -
26.2 35.0 43.7
25.8
38.7
51.5
64.4
20.2
30.3
40.4
50.5
44.0
65.7
8T9
109.9
34.7
52-0
69.4
86.7
55.9
98.A
130.0
m
Z q
°- zLLI
q N
0y-uC4`
gL
W ry d
{.i U�r
Q'Q -M 0
pdoa°
0 a�Q I
ir
irza
QwDLL�
W M - 0
ma.i
Q W OI H
I
0
J
�
J �
SEE SHEETS 5 AND 8
Vi V)
FOR ANCHOR DESCRIPTION.
C) �,
�
p n
Z3�`r'
�
3z�o
LO
W LO
ANCHORS
�� drawing na.
$' 1`� sheet 5.1 of 12
NOMINAL DIMS.
WIDTH (W)
FRAME HEIGHI
30"
36'
42"
120"
48"
54"
30"
05"
42"
126
48"
54'
30'
36"
132^
42'
48'
30"
36"
138"
42'
48"
30"
36"
144"
42"
48'
ANCHOR LOAD CAPACITY - PSF
EXT.(+) & INT.(-)
ANCHORS TYPE 'A' ANCHORS TYPE 'E' ANCHORS TYPE C 1/4" MAX. SH1M
3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SfflM SPACE 9/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE *D'
A4 A5 A; A3 A4 A5 B2 83 B4 85 82' B3 B4 B5 C2 C3 C4 C6 C2 C3 C4 C5 D2 D3 D4
42.65.2 106.5 33.2 49.9 66.5 83.1 49.0 73.4 97.9 122A 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
AEr4l
35.51.0
88.7
27.7
41.6
55.4
69.3
40.5
61.2
81.6
102.0
32.0
48.0
64.0
80.0
69.6
104.0
130.0
130.0
54.9
82A
109.9
130.0
104.3
130.0
130.0
30.40.8
76.1
23.7
35.6
47.5
59.4
Wo
52.5
69.9
87.4
27.4
41.1
54.9
6&6
59.7
89.1
119.3
130.0
47.1
70.6
94.2
117.7
89A
130.0
130.0
26.6
53.2
65-6
2.0.8
31.2
41.6
52.0
30.6
45.9
61.2
76.5
24.0
36.0
48.0
60.0
52.2
78.0
104.4
130.0
41.2
61.9
82.4
103.0
7&2
117.3
130.0
23.7
35.5
47.3
59-2
-
27.7
36.9
46.2
27.2
40.8
54.4
68.0
21.3
32.0
42.7
53.3
46.4
69.3
90.D
90.0
38.6
54.9
73.2
ff0.0
fi9.5
90.0
90.0
40.6
60-8
81 A
90.0
31.7
47.5
63.3
79.2
46.6
69.9
90.0
90.Q
36.6
54.9
73.1
90.0
-29.5
90.0
90.0
90.0
62.8
90.0
90.0
90.0
90.0
90.0
90.0
33.8
50.7
87.6
84.5
26.4
39.6
52.8
66.0
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
90.0
29.0
43.5
57.9
72.4
22.6
33.9
45.2
56.5
33.3
50.0
66.6
83.3
26A
39.2
52.2
65.3
56.8
84.9
90.0
90.0
44.8
67.3
89.7
90.0
85-1
90.0
90.0
25.4
38.0
50.7
63A
-
29.7
39.6
49.5
29.1
43.7
58.3
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
904
90.0
22.5
33.8
45.1
56.3
-
2fi-4
35.2
44.0
25.9
38.9
51.8
1 64.8
20.3
30.5
40.6
50.8
44.2
6&0
88.4
90-0
34A
52.3
69A
87.2
56.2
90.0
90.0
38.7
58.1
77.4
90.0
30.2
45.3
60.5
75.6
44.5
66.8
89.0
90.0
34.9
52-4
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
32.3
48.4
64.5
80.7
25.2
37.8
50.4
63.0
37.1
55.6
74.2
90.0
29.1
43.6
58.2
1 72.7
63-3
1 90.0
90.0
90.0
49.9
74.9
90.0
90.0
90.0
90.0
90.0
27.7
41.5
55.3
69-}
2tI5
32.4
43.2
54.0
31.8
47.7
63.6
79.5
24.9
37A
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
24.2
36.3
48.4
60.5
-
28.3
37.8
47.2
27.8
41.7
55.6
69.5
21.8
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
37.0
55.6
74.1
92.6
28.9
43.4
57.8
72.3
42.6
63.9
85.1
90.0
33.4
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
30.9
46.3
61.7
77.2
24.1
36.7
4$,2
60.2
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
26-5
39.7
52.9
66.1
20.7
31.0
41.3
51 A
30.4
45.6
60.8
76.0
23-9
WE!
47.7
59.6
51.9
1 77.5
90.0
90.0
40.9
61.4
81.9
90.0
77.7
90.0
90.0
23-1
34.7
46.3
57.9
-
27.7
36.i
45.2
26.6
39.9
1 53.2
66.5
20-9
31.3
41.7
52.2
45.4
' 67.8
90.0
90.0
35.8
53.7
713
89.6
68.0
'30.0
90.0
35.5
53.2
71.0
88.7
27-7
41.6
55.4
69.3
40.8
61.2
1 81_6
90.0
32.0
48-0
64.0
80.0
69.6
90.0
90.0
90.0
54.9
82.4
90.0
90.0
90.0
90,0
90.0
29.6
4-4.4
59.2
73.9
23A
34.6
46.2
57.7
34.0
51.0
68.0
85.0
26.7
40.0
53.3
56.7
5B4O
86.7
T 90.0
90.0
45.8
58Y
90.0
90.0
86.9
90.0
90.0
25.4
38.0
50.7
63.4
-
29.7
39.6
49.5
29.1
43.7
, 58.3
72.9
22.9
34.3
45.7
57.1
49.7
74.3
90.0
90.0
39.2
58-9
7&5
90.0
74.5
90.0
90.0
22.2
33.3
44.4
55.5
-
26.0
34.6
43.3
25.5
38.3
51.0
63.8
20.0
30.0
40.0
50.0
43.5
65.0
1 87.0
90.0
1 34.3
51.5
68.7
85.8
65.2
90.0
90-0
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
E6 = (6) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION
C$ _ (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMS AND MULLION
A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION
B7 = (7) ANCHORS TYPE 'S' AT EACH SIDE OF JAMB AND MULLION
ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION.
INILKF'ULAIfUN tiLIVVttN WIUINb UN NLIUhilJ ALLUPLIi.
7�
4^ T1fA. 4" iYP. 4" TYP,
I"�
4' TYP.
z p�j M1
en
UN
00 4
W N a�
CL } WNW R
F LL
U �yn
'oW�
p�o�M o
G SAa
G'aL
O
N
Q W 7 LL ,p
W 0 - o
LL x o r,
JrI �QD 4
�{ W 01 FW-
W �
in 7S
c
J �
J y
J
Q
Mtn � n
Q
M
v Z�J `°
8
W L0
Q J
LO H
WIto u
LLf m
N O
N O
,, p- I s pl .
TYP. TYP. nP. TYP.
A4. B4, C A5. B5, C5 AB_ B6. C8 A7. S
ANCHORS
No. 43 o I
NOV 1 S 2C20
3T drawing no.
pt
'� �� YONA'i. �~�� sheet5.2a41
DOOR MULLION LOAD CAPACITY-PSF
S1DELITE
WIDTH
INCHES
FRAME
HEIGHT
INCHES
JAMB 'JDI'
muLL 'mIW
JAMB 'JDI'
MULL 'MD2'
JAMB 'JD2'
JAMB 'JD3'
MULL 'MD3'
JAMB 'JD3'
MALL 'MD4
EXT. (+}
INT. (-]
EXT. (+}
INT. {-]
EXT. {+)
INT. [-}
ExT. (+]
1147. (-]
32
36
42
48
54
60
86-1 /2
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120A
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
124.0
120.0
120-C
120.0
120.0
32
36
42
48
54
98-1/2
112.6
120.0
120.0
120.0
107.1
120.0
124.D
120.0
99.7
120.0
120.0
120.0
93.3
120.0
1=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
1 66.1
106.3
1 98.2
120.0
'E.S. WINDOWS' 45 1/2' MAX.
DOOR DOOR WIDTH
SEE SEPARATE NOA
O OR % II
D' OR %, n / II J•
•� II II •/
II 1 I
43 3/4"
SIDELITE WIDTH MAX.
SEE CHART CL TO CL DIM.
JAMB 'JD!' JAMB 'JD2'
o�=
O z
iL
s �
t%
INTERMEDIATE
HORIZONTALS
OPTIONAL
JAW '.M3'
4-
87 1/2" MAX.
-L TO CL DIM.
5
MULLION 'MD1' MULLION 'MD2'
MULLION 'MD3'
DOOR HUL.LJON LOAD
SIDELITE
WIDTH
INCHES
FRAME
HEIGHT
INCHES
JAMB 'JDI'
MULL 'MDI'
EXT. (+}
INT- (_]
32
36
42
48
54
98-1 /2
9D.4
94.4
90.4
9D-O
87.7
32
36
42
48
110-1/2
79.8
75.8
70.6
66.1
32
36
42
48
114
72.6
69.1
64.3
60.2
32
36
42
48
120
62.3
59.2
55.2
51.6
32
35
42
48
144
-
-
-
'E.S- WINDOWS'
DOOR
SEE SEPARATE NOA
MULLON 'XIA'
OR
OR
SEE
IX t 4 Sx 1N�3 Ix IN"4 b5c IN 3 Ix IN^4 Sx IW3 Ix 1N"4 Sx IN-3 Ix IN 4 Sx IN" 3 Ix IN"4 Sx !N"3 IX IN-4 Sx IN-3
6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 6.7195 2.6757 10.8072 4.4788 ALUMINUM[ 6.7195 2.6757 ALUMINUM 6.7195 2.6757
STEEL 2.7506 1.2224 STEEL 2.7506 1.224 STEEL 3.7533 1.658
TOTAL 14.54fi7 O uu + d srt x z.9 14.8962 T um + Ix STI. x 10 17.f441
Ix ALUM � Ix 5% x 2.9
CAPACITY-PSF
W
JAMB 'JD2'
0
co
JAMB 'JDi'
JAMB 'JD3'
JAMB 'JD3'
n
MULL 'MD2 AdULL 'MD3' MllLL 'MD4'
.� m �
EX1. (+}
EXT. (+}
EXT. (+)
z 1* w
0 xp
INT. (-}
INT. (-}
INT. (-}
90.0
90.0
94.0
Q $ rn
s0.0
90.0
94.0
IL
a
90.4
90.0
9O.0
p
sy N
9q.0
90.0
9D.0
CL d
94.0
94-0
9D.4
�
R
94.4
9D.4
94.4
p w r4
94.4
9a.4
s4.4
9Q.Q
90.4
94.Q
0 P G
90.4
90-0
94.4
0 a3 L F
90.4
90.0
94.4
d: Z Z ¢ n
90A
94.4
90.4
W y 4: 8
C
94.4
94.0
90.4
J 0 p a j9
9D.4
94.0
9a.0
w m_
90.p
9p.4
90.0
9O.p 90.D 30.p
88.7
89.1
9p.0
NO
83.0
83.4
90.0
`n
-
-
$0.0
w
_
-
.8
�+
-
--
.8
J
�
-
-
E7�83
�
V y
45 1/2" MAX.
C3
L
Ld
DOOR WIDTH
z
cv
It- in
_�_---'
CD
5
[a 17 i1
ri
1e
S
7
'
w
O
No - r�
f
II
II
=
fY
LLj
W
II f
II
�
II r'
II
0 zU
II �
II
❑
0
�
N
�
�
N
�
31
II
O
o
43 3/4"
_
- - DOOR-WINDOWALL
d� fl N N N n
TRANSITION MULLION
FAA
`��1111III►1l1� �
EN
No.
NOV 1S200
IF '� : drawing no
ram
;c[DRIOP'.-'' �A �� �-y .. YYLl7-6O
J%-'Nsheet 6 of 12
DOOR MUU10N LOAD CAPACITY - PSF
NOMINAL DIMS.
JAMS 'JDI'
MULL 'MDI'
JAMB 'JDI'
MULL 'MD2'
JAMB 'JD2'
JAMB 'JD3'
MULL 'MD3'
JAMB 'JD3'
MULL 'MD4'
WIOTH (WI)
INCHES
WIDTH (W2)
!NICHES
FRAME HEIGITT
INCHES
DWR HEIGHT
INCHES
EXT,(+)
INT_(-)
DCT.(+)
INT.(-)
CXT•(+)
INT,(-)
EXT.(+)
INT.(-)
85-3/4
30
36
96
84
90.0
90.0
90-0
90.0
90.0
90.0
90.D
90.0
42
90.0
90.0
90.0
90.0
48
90.0
90.0
90.0
90.0
54
90.0
90.0
90.0
90.0
60
85.7
90.0
solo
90-0
30
102
90.6
90.0
90.0
90-0
36
42
86.9
90.0
90.0
90.0
81.5
90.0
90.0
90.0
48
76.7
90.0
90.0
90.0
$4
72.5
90.0
89.0
90.0
30
109
74.2
9O.Q
90.0
90.0
36
69.5
90.4
69.1
90.0
42
65.4
90.0
84.4
90.0
48
61.7
'30.0
80.2
90.0
30
114
6D.2
90.0
813
90.0
36
56.6
1 90-0
77.4
90.0
42
53.3
85-8
73-4
87.8
48
50.5
811
69.9
83-5
30
120
49.7
80.0
71.9
B5.9
36
46.8
75.3
68.1
81.5
42
44.2
71.2
64.8
77.4
48
41.9
67.5
61.7
73.8
65-3/4
30
102
406.
90-0
90.0
90.0
90.0
35
90-0
90.0
90-0
90-0
42
90.0
90.0
90.0
48
54
90.0
90.0
90.0
90.0
90.0
90.0
30
i0642
P79-3
90-0
00.0
90.0
36
9O.0
90-0
90.0
$O.Q
B8.9
solo
p8
90.0
84.3
so
30
114
63.9
90-0
SS.s
1 96.a
36
59.9
90-0
80.8
90.0
42
48
56.3
90.0
76-5
90.0
53.1
85A
72.7
86-9
30
120
52.4
84.2
74.5
89.1
36
49.2
79.1
70.5
84.3
42
F46,3 ��74.5
66.9
Solo
45
43.8
70.5
63.6
76A
JAMB 'JDI' JAMB 'JD2' JAMB 'JD3
IX IN-4 5X IN'-3 Ix !N"4 Sx IN 3 Ix IN'-4 Slc IN 3
6.570 2.7226 10,6577 3.8057 ALUMINUM 6.570 2.7225
STEEL 2.7506 1 1.2224
TOTAL 14.5467
Ix AUM + Jx Sri x 2-9
s
BULLION 'MD]'
Ix IN"4 Sx !N" 3
6.7195 2.6757
DOOR MULLION LOAD CAPACITY - PSF
NOMINAL DIMS.
JAMB ']Dl'
]NULL 'MDL'
JAMB ']D1'
MULL 'MD2'
JAB 'JD2'
JAlrII3 `JD3'
MTJL . 'MI)3'
JAMB 'JD3'
MULL 'MD4'
WIDTH (W1)
INCHES
WM (W2)
INCHES
FRhWE HEJCHI
mcm
ODOR HEIGHT
INCHES
ExT.(+)
INT-(-)
-.(+)
INT.(-)
EXT-(+)
INT.(-)
EIR.(+)
INT.(-
85--3/4
30
i08
$6
84A
78.6
90.0
90.0
90-0
36
90.0
90.D
90.0
42
73.4
90.0
90.0
90.0
48
68.5
90.0
89.7
90.0
30
114
66.2
90.0
90.0
94A
1 90.0
36
63.5
90.0
85.3
42
59.5
90.0
80.6
solo
48
56.0
90.0
76.3
90.0
30
120
55.5
89.3
78.0
90.0
36
51.9
83.5
73+6
88A
42
45,5
70.5
69.7
8313
48
46.0
74.0
66.2
79J
85-3/4
30
114
102
1
72.4
90.0
Palo
904
35
67.2
90,0
90.0
90+0
42
62.7
90.0
85.9
90-0
48
58.8
90.0
am
90.0
30
120
59.0
90.0
82-6
90.0
36
55.0
88.4
77,7
90.0
42
51.5
82-8
73.3
87,7
48
48.4
77.8
69A
83.0
85-3/a
30
120
1
1 1 p 1 /2
63.7
90.0
90.0
90.a
36
59.0
1 90.0
85.7
90.0
42
55.0
88A
80.4
90.o
48
51.5
82.8
75-7
90.0
MULLION 'MD2' MULLION 'IMD3'
MULLION 'MD4'
D OR
ore D' OR
ITI I
= L) E
w
IL
CA
I1K IN + St IN 3 Ix IN"4 Sx IN-3 Ix IN-4 1 Sy IN-3
10.5072 4.4788 1 FEUMINUM 53195 2+6757 1 ALUIdINUM 6.7195 2.6757
STEEL 2.7506 1.224 STEEL 3.7533 1.668
OxUu + 6 9TL x y-g 14.6962 T emu+ Ix SM x 2.9 17.6041
'E-5. WINDOWS'
DOOR & TRANSOM
SEE SEPARATE NOA
II
f II l li
� II
p ,
uqq
dill
U I IJ
-%• IT
� II
�^ �ji
II I
II.G
II \
rl
, II
tV
I I
I4
.L---���ili
-
- - -•
51SEWIDTH
SEE
CHART 85-3/4" MA}C.
(W2) DOOR WIDTH (WI) ,
FTWINDOWALL
RANSITION MULLION
III 18 X2a
Z m
m
0 z °�
dt 004
c9N=c
L40 30
xa�
o a»
d aoo
0Nta
G
lY
Q IL 7 ii q
w LO o
1� z o TR
,J 0 fo
QmI�
drawing no.
W07-60
sheet 6.1of 12
DOOR Muum LOAD CAPACITY - PSF
NOMINAL DIMS.
JAMB 'JD3'
MULL 'MD4'
WmTIN (W1)
INCHES
WIDTH (W2)
INCHES
TTVWE HEGH1
INCHES
DOUR HFJOHT
INCHES
Ekl.(+)
iN7.(-)
96
30
96
84
90.0
36
90.0
42
90.0
48
90.0
64
90.0
90.0
s0
30
102
90.0
36
90.0
42
90.0
48
54
90.D
90.0
30
10Js
90.0
36
90.0
42
90.0
48
69.4
30
114
90.0
36
es.s
42
B1.5
48
77Z
30
120
79A
36
75.3
42
71.8
48
68.7
96
102
1 90
1
90.0
36
90.0
42
90.0
46
90.0
54
90.0
30
108
90.0
36
90.n
42
46
90.0
90.0
30
114
90.0
36
89.5
42
85.1
48
81.1
3O
120
82.1
36
78.0
42
74.3
70.9
48
DOOR MULUON LOAD CAPACITY
- PSF
r
LO
�
'E.S_ WINDOWS'
DOOR & TRANSOM
SEE SEPARATE NdA
�__ =--- - - - - -
-- f =- ______ _
O OR
D' OR
I N I II !I
E II rj N I II •r EI
p/ � II I II �• �I
I
I�\
n ---- I*L f --- II
I ==
_ f
SIDELRE WIDTH
SEE CHART 96" MAk
NOMINAL I1IMS.
JAMB `JII9'
MULL 'MD4'
WIDTH (WI)
INCHES
WIDTH (W2)
INCHES
ERAKE FEIGHI
INCHES
DOOR HEIGHT
INCHES
EXL(+)
INF.(-)
H
0
Lu �
96
30
108
96
90.0
35
90.0
42
90.0
48
90.0
30
114
90.0
36
90.0
42
89.6
48
85.3
30
120
86.1
38
81.6
42
77 5
48
73.930
96
114
102
90.0
36
9a.0
42
90.0
48
90,0
30
120
90.D
(W2) DOOR WIDTH (W1)
36
66.3
42
81.8
48
77.7
9.6
30
120
1 10-1 /2
90.0
38
90.0
42
90.0
48
85.1
96
30
144
108
57.0
38
54,2
42
51.6
49.2
48
JAMB 'JD3'
MULLION `1dD4'
Is IN" 4 !1,
IN- Ix IN-4 Ss IN-3
ALUMINUM 6.570 7226 ALUMINIUM 6.7795 2.6757
STEEL 2.7508 2224STEEL 3.7533 1 1.668
TOTAL 14.5467 TOTAL 17.6041
Im ALUM + Ix S% x 2.9 Ix ALUM + Ix 5TL x 2.9
DOOR MULLION LOAD CAPACITY - PSF
NOMINAL DIMS.
JAMB 'JD3'
MULL 'MD5'
WIDTH (WI)
INCHES
WIDTH (W2)
INCHES
Ii WE HEIGHT
INCHES
DOOR HEIGHT
JNCHES
EXT.(+)
INT.(-)
76
30
144
108
78.4
36
73.8
42
69.7
48
66.1
84
30
73.1
36
GOA
42
55.5
48
62.3
96
30
66.3
36
63.0
42
60.0
48
57.3
MULLION 'M105'
IX IN-4 I SY IN-3
ALUMINUM 6.7195 2:6757
STEEL 4.7506 2.1114
TOTAL 20.3598
ry ALUM + Ix 5% x 29
DOOR-WINDOWALL
TRANSITION MULLION
No 18 L20
No
S
e
Z�
r< N
Q2QD
0°N�°
W N
a x
0N~ W
0 In
$
0��
�. 0: 2 0 N
Wo
aWp
DC a
d 02
drawing no.
W07--50
DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
NOMINAL DIMS.
WIDTH (WI) WIDTH (W2) IMME HEIGHT ODOR HE09
INCHES INCHES INCHES INCHES
'C4'
EXT.(+)
INT.-)
'C5'
EXT.(+)
JNT.(-)
'C6'
ExT.(+)
INT.(-)
NOMINAL DIMS-
WIDT+i (WI) YHDTN (W2) FRME HEIGHT DOOR HEIGHT
H+IGHES INCHES INCHES INCHES
C4'
EXT.(+)
INT.(-)
C5'
EXT.(+)
INTT.(-)
Cfi'
EXT.(+)
INT.(-)
30
36
42
48
54
60
3D
36
42
48
85-3/4 54
30
36
42
48
30
36
42
48
30
36
42
48
96
1
84
09.6
90-0
90.0
85-3/4
30
108
96
79.2
90.0
90.0
55.0
90.0
90.0
36
75-1
90.0
90.0
80.8
90.0
90.0
42
71.5
89.3
90.0
77.0
90.0
90.0
48
68.1
85.2
00.0
73.8
90.0
90.0
30
114
76.4
90.0
90.0
70,4
88.0
90.0
36
72.4
90.0
90.0
102
86.0
90.0
90.0
42
68.8
86.0
90-0
81.5
90.0
90.0
48
65-6
82.0
90.0
77.4
90.0
90.0
30
120
718
90.0
9a.o
73.8
90.0
90.0
36
69.9
87.4
9D.0
70.4
88.0
90.0
42
66.4
83.0
9D.0
i 08
82.7
90.0
90.0
48
63.2
79.0
90.0
78.3
90.0
90.0
85-3/4
30
36
114
102
74.9
90.0
90-0
74.3
90.0
90.0
71.0
Sale
solo
70.8
80.4
90.0
42
67.6
04.5
90.0
114
79.7
90.0
90.0
48
64A
80.5
90.0
75.4
90.0
90.0
30
120
72.4
90.0
90.0
71.5
89.4
90.0
36
58.6
85.7
9a.0
58.0
85.0
90-0
42
65.2
81.5
90.0
120
7b.9
90.0
90-0
48
62-1
77.7
90.0
72.6
90.0
90-0
85-3f4
30
120
110-1/2
7Q.4
88.0
solo
68.9
88.1
90.0
36
66.8
83.5
90.0
65A
01.8
90.0
42
63.fi
79.5
90.0
30
36
d2
48
54
30
36
42
85-3/4 48
30
36
42
46
36
36
42
48
102
90
L
84.1
90.0
90.0
48
60.7
75.9
solo
79.7
90.0
90.0
90-0
90.0
90.0
90.0
P76.7
86.4
90.0
108
90.0
90.0
90.0
90.0
.
90.D
90.0
69.4
86.8
90.0
114
78.0
90.0
90.0
73.9
90.0
90.0
70.1
87.7
90.0
66.8
83.5
90,10
520
75.3
9a.D
9o.Q
71.2
89.1
solo
67.6
84.5
90.0
84.3
80-4
90.0
I I
II
it
ANC PES: 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
CO = (6) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION
ALL OTHER ANCHORS TO BE SPACED A5 PER ELEVATION.
1n
'E.S. WINDOWS' w
DOOR do TRANSOM
SEE SEPARATE NOA r:
:i;;
2 a
-----�--- -- -- ---=_= a � in
O OR I J//II I II \ II /• p y Jy N
V) U 0' OR II % lI r Jl II '� 0 W Y! C
F w 11 / Ilrll II N C) O~
I
Ld w Li I}1 /- I i II /• O
_ SIN fl ;' I{il �; II _ z �yQ7m aa
ff q • O p d d d d O
a dl
p II � � � II �, W pp FF 0
0 iArwAp
�c z
jl�� z rn
W - -- 1 _� a J C9 rii d
w ----- 1lr ��--- Q W G+
SIDFLITE WIDTH--
m SEE CHART 85 3/4" MAX.
z (W2) DOOR WIDTH (WI)
O
I
aD
o
LLJ
J Cj
J
g fY
� � N
u1
0 0)
r7
� ❑��w
M
S Z 3
3:z
11 � �� �3.
1 I
it
TYP.
CE C4' Al SILL ALL CASES
TRANSITION MULLION ANCHORS
Nff182&i0
FA
EN
Na. *04y,
STATE .
"f/..d;®#YX- �•
9 y U
41 Li m
drawing no.
W07-60
sheet 7 of 12
DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
NOMINAL DIMS. 'C4' 'C5. C6.
WIDTH (W1) WIDTH (W2) FRAME HEIGHY DOOR HEIGHT EXT-(+) EkT.(+ M.(+)
INCHES INCHES INCHES INCHES INT.(-) INS. - INI.(-)
DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF
NOMINAL DIMS. 'C4' 'C5' 'CB'
WIDTH (WI) WIOTH (W2) FFAIAE HEIGHT DOOR HEIGHT EXT.(+) EXT.(+)
INCHES INCHES INCHES INCHES INT.(-
30
36
42
48 96
54
60
30
35
42 102
48
96 54 84
30
36
42 108
48
30
36
42 114
48
30
36 120
42
48
82.4
90.0
20-0
96
30
10B
96
72.8
90.0
9d.0
78.5
90.0
90.0
S6
69.4
86-7
9D.0
74.9
90.0
90.0
42
66.3
82A
90.0
71.7
59.6
90.0
48
63.4
79.2
90.0
68.7
85.8
90.0
3o
114
70-3
07.9
90.0
65.9
82.4
90.0
36
66-9
53.7
90.0
79.2
90.0
90-0
42
63.8
79.8
90.0
75.3
90.0
90.0
48 1
61.0
76.3
90.0
71.6
89.8
90.0
30
120
68.0
84.9
90.0
68.7
85.8
90.0
36
64.6
80.8
90.o
05A
82.2
90.0
42
61.6
77.0
90.0
76.2
90-0
90.0
48
58-9
73.6
88-3
72.4
90.0
90.0
96
30
36
114
102
68.8
86.1
90.0
69.0
56.3
90-0
65.6
824
90.0
65.9
82.4
90.0
42
62.6
78.3
90.0
73.4
96.0
90.0
48
59.9
74.9
89.9
69+8
87.2
90.030
120
66.6
83.2
90.0
66+4
83-0
90.0
36
63.4
79.2
90.0
63.4
79.2
90-0
42
80.5
75.6
90.0
70.9
88.fi
90.0
48
57.8
72-3
86.7
67.3
84.1
90.0
86
30
120
110-1/2
64.7
80-9
9D.0
64.0
80.0
90.0
36
61.7
77.1
9d.0
6110
76.3
90.0
42
56.9
73.7
88.4
34
36
42 102
48
54
30
36
42 108
$6 48 go
30
36 11+
42
48
30
36 120
42
40
77.3
90.0
90.0
48
56.4
70.5
04.6
73.7
90.0
90.0
96
30
144
108
57.8
72.3
08.7
70.3
87.9
90-0
36
54.9
68.7
82.4
67.3
84.1
90.0
42
52.3
65.4
78.5
64.5
80.6
90.0
48
49.9
62.4
74.9
74.5
90.0
90.0
70.9
88,6
90.0
67.6
84.5
90.0
54.6
80.8
90.0
71.8
89.8
90.0
68.3
85.4
90.0
55.1
81.4
90-0
6 ..2
77.7
90-0
59.4
86.7
90.0
65.9
82.4
90.0
62.8
76Z
90.0
59.9
74.9
89.9
6" 3"
TYP.
ANCHORSTYPE : SEE SHEET $ 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
ALL OTHER ANCHORS TO BE SPACED A5 PER ELEVATION.
'E.S. WINDOWS'
POOR do TRANSOM
SEE SEPARATE NOA
k OR
GE
OR
f it I II \
aU
E
II f iiiii \ U
•/• 11 II •/-
�4N
f
p/ }
ell
LL
I II
SIDrLITE WIDTH
SEE CHART
96' MAX-
(W2) DOOR WIDTH (W1)
'C4' AT SILL ALL CASES
TRANSITION MULLION ANCHORS
■
• No. r • =
STA
NAL�i�ti��
�N
W
I
n
0
z M
Q � a
O 41 M
Cf
00.a< A
Q
a z
LLz`�
J Z5
137 DI F
E
N m n
0 N
R
I
o a
v a u
drawing no.
W07--60
sheet 7.1 of 12
TYPICAL ANCHORS
SEE ELEV, FOR SPACING
W (a ¢
y L64
TYPICAL ANCHORS
SEE ELEV. FQR SPACING
TYPICAL ANCHORS
SEE ELEV, FOR SPACING
TWO PIECE OR ONE PIECE
HORIZONTAL
INTERCHANGEABLE
BETWEEN HEAD & SILL
N
LV
4a
�o
INTERIOR FINISHES
NOT BY E.S. WINDOWS
ILLUSTRATIVE ONLY
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
(A
TYPICAL ANCHOPS: SEE ELEV, FOR SPACING
m
�O
TYPE 'A'-
' (Fu=154 KSI. Fy=148 KS)
ILLI
O
3 a
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
F M
Z
o
0
WITH 1 -1 /2- MIN- PENETRATION INTO WOOD
Q 1 2
N
�o
THRU 1BY WOOD BUCKS INTO CONCRETE
IL �� is
WITH 1-1 /4" MIN. EMBED INTO CONCRETE
Q N m
DIRECTLY INTO CONCRETE
O u
WITH 1-1/4" MIN. EMBED INTO CONC-
r-
CES
UTAm
ANCHOR EDGE DI•aI
I] j
1
0 ri
INTO CONCRETE AND MASONRY = 2-1 /2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
a IY a
G IL I7
a
L
IAyq
r-
TYPE 'B'-
1/4" DA KWIK CON II BY 'HILTI' (Fu-163 KSI, Fy=157 KSI)
� z j n
Q w D LL a
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
LL go 'V
WITH 1-1 /2" MIN. PENETRATION INTO WOOD
z m
THRU 18Y WOOD BUCKS INTO CONCRETE
WITH 1-1 /4" MIN. EMBED INTO CONCRETE
METAL
STRUCTURES
DIRECTLY INTO CONCRETE
WITH 1-1/4" MIN. EMBED INTO CONC.
I
I
1
ANCHOR EDGE DISTANCES
to
INTO CONCRETE AND MASONRY = 3" MIN.
ui
INTO WOOD STRUCTURE MIN.
J
to
L
=1"
— -
a W
--
�Tl'PE 'C'-
— — — -
5/16" DIA ULTMCON BY 'DEWALT' (Fua177 KSI, Fy=155 KSI)
o
VL
v7
INTO 2BY WOAD BUCKS OR WOOD STRUCTURES
N
Lj
WITH 1-1 /2" MIN. PENETRATION INTO WOOD
,n
"'I 'ri
i
THRU 1BY WOOD BUCKS INTO CONCRETE
0 '�'
WITH 1-1 /4" MIN. EMBED INTO CONCRETE
a
D 0°
i
z w
j
DIRECTLY INTO CONCRETE
I - a
WITH 1-1 /4" MIN. EMBED INTO CONC.
ANCHOR EDGE DISTANCES
Lj II-)
L
INTO CONCRETE MASONRY = 3" MIN- —
INTO WOOD STRUCTURE = 1-1/4" MIN-
—
F-
— -
TYPE 'D'-
.I4" 016- TEKS OR 5ELE DRILLING SCREWS ST (GRADE 5 CRS)
INTO METAL STRUCTURES
'
In
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
LA
P
N
1
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
o q
fl
F
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
$
"
ANCHOR EDGE DISTANCES
a
z
INTO METAL STRUCTURE = 1/2" MIN,
WOAD AT HEAD, SILL OR JAMBS 5G = 4.55 MIN.
c
a7 ^
o
CONCRETE AT HEAD, SILL OR JAMBS Vc = 30DO PSI Mft
a
o
o
w
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 5 - - 1 G
SEALANTS:
ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF
GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT.
WOOD BUCKS AND METAL STRUCTURES NOT BY 'E.S. wow,'
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE. -
FA
� � n
drawing reo-
`�
rri�'d� `•�CORt>1�'.���ti YYO�—CV
sheet 8 of 12
WOE
SEE ELEVATIONS
FOR SPACING
GAP
1-1/8' MAX.
3/8' MIN&
e
t
A
1 d
b d
d
f
b d
d P
e n
e db
3/8" MAX -
SHIM SPACE 3/6" MAX[
LINANCHORED JAMBS
MAY REOUIRE REINFORCING
SEE CHARTS
ALUM REINF.
a' SEE SHEETS 3 & 4
FOR CAPACITY
SILICONE
DOWSIL 790
DEPTH - 1/4" MIN.
FINISHES
NOT BY E.S. WINDOWS
ILLUSTRATIVE ONLY
1/4" DW BOLTS WITH NUTS ^�
ANCHORS
]NAL
ELEVATIONS
SPACING
STEEL REINF.
nSEE SHEETS 3 & 4
rnp rApArrry
R V ■ 18 200
1 /4" MAX. CE
0
SHIM SPACE
SEE E,LEV. QnQ
FOR SPACING 3
n a
IL
OHO
O W N
L METAL a W x
STRUCTURES 8
P.
----- -- d G > M Q
a jr O o r
O 0 ta
a W � LL
a I� W t4
Ld
J
n Q w m la
On
J u]
I
41 �
JAMB ANCHORS
O PT1 C o
SEE ELEVATIONS
FOR SPACING V at
JJ tor
k
a CO
o -J °
' L` o
v
uj — Q J
N W rr}
FA
��'. • %IC.EN'L • JY � �
i$O• S a
Ser no.
• T drawing
D.L. OPG-
OPG.
MIAMI-DADE COUNTY APPROVED
LARGE MISSILE IMPACT RESISTANT
S TRANSOM �
I
II I
IE I
d I
II I
II }
II ��
JI
_ —___-
i
I
I
D.L- OPG.
WITHOUT REINF.—______-____
SEE SHEETS 6 & 6.1 r�.'�-
FOR CAPACITY
I
rr E
----+ -�
I
MIAMI-DADS COUNTY APPROVED
LARGE MISSILE IMPACT RESISTANT DOOR
i
I I til ' I
91 I I I
L+------J L--------------7
------ W----1---
------------r -� S ti
{.__l_- _-- _-_---_ - - ----,
----- -------------------H
\ I
LEAF
STEEL REINF, -- j
SEE SHEETS 6 & 6.1 J'r- - ------
FOR CAPACITY
� I
----
I
'---------J
I �f I
MIAMI-DADE COUNTY APPROVED I
LARGE MISSILE IMPACT RESISTANT DOOR
I I
'r-
- ---J-----------
I I I
--
I
---� L--------------rj
II
II
E
' �-J,-------
I II I
-----
�I
-
--------
==__ `----_--I
LEAF WIDTH
r
I
R
r
I N N
I iF j
Lit—w u
n v G r�
d0:= m O
ANCHORS TYPE 'C' a ANCHORS TYPE 'C' dl
SEE SHEET 7 SEE SHEET 7 m p iD
FOR CAPACITY FOR CAPACITY Q ir W j k A
w rn a
W Im
ALUM REINF. _ _ _ _ _ _ - _ SEE SEPARATE NOA FOR DESIGN LOAD
SEE SHEETS 6 & 6.1 FOR CAPACITY I CAPACITY OF DOORS AND DOOR ANCHORS.
FOram' I � �
r I LOWER VALUES FROM DOORS NOA
--- ------------
OR STOREFRONT SYSTEM CAPACITY CHARTS
MIAMk-QADE COUNTY APPROVED i WILL APPLY TO ENTIRE SYSTEM. �2
LARGE MISSILE IMPACT RESISTANT DOOR i L
I I I J v
i� I + 1ON
I
J L --
- - - - - i I I�x� 3 2'` n
f' -� I �3 ----,
Ir I J II i to
�ag--
Ij I '' �"--- tY Itj Q J
rr ` uj
— I
D.L. OPG. 12 { LEAF WIDTH
�mmm�I.. x x =
STEEL REINF.—___________a
SEE SHEETS 6 & 6.i /�- I o
FOR CAPACITY
V oV V
MIAMI-DADE COUNTY APPROVED
LARGE MISSILE IMPACT RESISTANT DOOR j
0 o rn 0 w
oc
4
II`--- — W C u o W c+
J L-_---------_-_7 ,`ttllli11g111►/
LTJb v
---------- ----- v" __-__J drawing no.
LEAF WIDTH ����� jtt�
_ I111irit1lt sheet10of12
2
2-
L 3.984 — j
HOLLOW FRAME HEAD/SILL
3.750 —{ f
1.750
to OPEN BACK FRAME HEAD/SILL
4.968
L`J INTERMEDIATE HORIZONTAL
1.786
Ofi2
r TYP.
GLASS STOP
3.750
1.750 —1
188
-125 +
TrP. 4.000
I
2.750 ----1
r~,
4 3; FRAME JAMB/MULLION
578 r-'
.094 _
TYP,
3.358
3.736
1.578
LJ MULLION SNAP -IN MATE
-578
j .,56
3.736 .09 3.229
4
t °) SHEAR CLIP
5-
[TEN NO.
PART NUMBER
QUANTITY
DESCRIPTION
MATERIAL
HANF./SUPPLIER/RE9ARKS
1
ES8005
AS READ-
HOLLOW FRAME HEAD/SILL
6005-75
-
1A
ESS007
AS REQO.
OPEN BACK FRAME HEAD/SILL
6063-T6
2
ESM04
AS READ.
INTERMEDIATE HORIZONTAL
6063-T6
3
ES8001
AS READ.
FRAME JAMB/MULLION
8OO5-T5
-
3A
ESBO12
AS REQD.
DOOR MULLION
6005-T5
-
4
ES8006
AS READ.
GLASS STOP
6063-T5
5
ES8002
AS READ.
MULLION SNAP -IN MATE
6005-T5
-
8
ES8003
AS READ.
SHEAR CLIP
6005-T5
-
7
-
AS READ.
INTERIOR BULB CASKET
VINYL
-
8
ESBC09
AS REQO.
SILICONE STOP
VINYL
-
8A
ES-8011A
AS REGO.
1/4' BUTTON BUMPER SPACER
SILICONE
DUROMETER 85t5 SHORE A
10
-
2/ LITE
3/16- X 1/2' X 2' LONG SETTING BLOCK, AT 1/4' POINTS
EPDM
DUROMETER 85t5 SHORE A
11
J12 X 1-1/2"
4/ CORNER
ASSEMBLY SCREWS PHSIAS
STEEL
-
12
-
AS REOD.
MULLION STIFFENER
8005-T5
-
13
-
AS REOD.
MULLION REINFORCING CHANNEL
STEEL
-
14
-
AS REOD.
MULLION REINFORCING EIAR (3/16' X 4')
STEEL
-
15
-
AS READ•
MULLION REINFORCING BAR (3/8' X 41
STEEL
-
1.750
4.
�1
DOOR MULLION 12i STIFFENER
1.000
375
,t$8
4.500 4_Q00 4.400
,3 STEEL REINFORCING 14 15
36 KSI MIN.
VN
w
0
CD
n I
z oa
LJ
M 14 0
Q ry
IL
00L m W N
IL
x
C�iaiti
V p ui +a
0 0.pd
di 8 op
Q y
G
aWMLL"
� Ztn�
W M ri M
i u7
I
00
Lu M
ss
a
J
CD �W
Q �
kt Lr3
3 0) ~ un
M
0Id- r'] m
z
rz
S 3 �
w 0
Lj
Lj
µ
�CEN 1 a
i s 4
NOV 8 hh-
OFF drawing no.
VN
tti
- Z dj pCc
W
r N En;
a
i II v 0ui�
M o I II �O
0 0. Q
it Viz? n
at W 7 LL yppy
II 11 :� Z 02 t�
i I
ILIDJ Z M W
U
co
f • �-�Vj � n
s/a" X 1/8" r
ALUMS PLATE t
BENT TO MATCH JOINT f
SECURED WITH #8 SMS n
(3) PER SIDE OF JOINT
Lj
CD
s/16 x 1 x 1/8, z O N
ALUM ANGLE 3
BENT TO MATCH JOINT N
SECURED WITH #$ SASS
(3) PER SIDE OF JOINT Q
n
o Z`3�m
3z�
us
4= r7 r
CIRCULAR OR ANGLED CORNERS
t1
(112 x 1/2"
FH SMS "CAgo �o
f �m 200 Q
#12 X 1"
PH SMS f•f HORIZONTAL CORNER
N M13
e0
� ,j411111Ir1�r
JA
EN
®r
f No p
RX tcm
RECT. OR SQUARE CORNERS .��
5 OF i: drawing no.
OR19P. W07--60
DOOR M{ N CORNER ������ � ���� i
r�r►rll1l►� \ (sheet y2of12-)