HomeMy WebLinkAboutNOA; Series SS-3500 Aluminium Storefront SystemM IM I DADE MIAM-DADS COS
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NO-7=mE-"-A42 TANCE (NOA) www.mismidade.¢oy/economy
CGI Windows and Doors, 14c.
10100 NW 251" Street
Miami, FL 33172
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
DESCRIPTION: Series "SS-3500" Aluminum Storefront System — L.M.L
A -FP 7MVMUAffNT drawing No. W17-52, tit1ed-`S9-T5TVArimfiium Storefront Sys. (L.M.I.)",
sheets 1 through 5, 5.1, 6 and 7 through 'IS of 15, dated 05/23/17, prepared by AI-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and a ade Product Control Section.
l�ISSIF.E IMPACT 1�ATrn1 arge and Small Missile impact Resistant.
LABELING: Each unit shall bear a permanen a e with th is s name or logo, city, state,
model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPEMON: 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 and renews NOA# 16-0505.04 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above. nw,
The submitted documentation was reviewed by Manuel Perez, P.E.
i
NOA No.17-1114.02
MlA WADE COUNTY { Expiration Date: January 17, 2023
y } f Approval Date: December 28, 2017
i Page 1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
L Manufactizer`s die drawings and sections.
(Submitted under NOA No. 12-1005. 01)
2. Drawing INTO. MD-350fe-2-LM, titled "Storefront Window System Details - LM",
sheets 1 through 16 of 16, dated 03/23/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
L 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) W :-.r 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) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and
TAS 202-94
along with marked -up drawings and installation diagram of a storefront system with
French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test
Report No..FTL-7137, ;fated 12/10/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under Ndfi No.12-.1005.01)
2. Test reports on: 1) 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) Forced Entry Test, per A.AMA 1304-02, FBC 2411.3.2.1, and TAS
202-94
along with marked -up drawings and installation diagram of a storefront system with
French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-11208, .dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under 11 O t No. 12-100S. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5d'
Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and
sealed by Anthony Lyma Miller, P.E.
2. Glazing con -plies -witl~ ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel Pe .E.
Product Control xa iner
NOA. No. 114.02
Expiration Date: January 17, 2023
Approval Date: December 28, 2017
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CER.TMCATIONS
1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc, for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 06125/15, expiring on
07/04/18.
2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of cor2ormance, complying with FBC-51 Edition (2014), dated May
2, 2,0I6, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by knthony Lynn Miller, P.E.
3. Laboratory compliance, letter for Test Reports No. FTL-7137, dated 12/10/12 and
FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both
signed and sealed by Marlin D. Brinson, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for their Series
"SS-350011 Aluminum Storefront System. - L.M.I. approved on 07/30/15 and expiring
on 01/17/18.
2. NEW EVIDENCE SUBMITTED
A. DRAW!-NGS
1. Drawing No W17-52, titled "SS-3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1
through 5, 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq
Corporation, sigmed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test repar"u� on: I) Av., 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) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and
TAS 202-94
along with marked -up drawings and installation diagram of a storefront system with
French, door and transom, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-174007, dated 05/05/17, signed and sealed by Idalmis Ortega, P.E.
_ Manuel refaP.E.
Product Contr Exa iner
KOA N 114.02
Expiration Date: January 17, 2023
Approval Date: December 28, 2017
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, based on current approval and
updated to comply with FBC 6th Edition (2017), dated 07/13/17, prepared by AI-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptanke No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGleis® (Clear -and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. iVotice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07108/19.
F. STATEMENTS
1. Statement "letter of confo_roance, complying witMC 61h Edition (201 and of no
financial interest, dated July 13, 2017, issued by - arooq on, signed and sealed
by Javad ALmad, PE.
2. Letter 1-rom owner of existing NOA, dated June 30, 2017, stating that as the parent company
PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, Inc., and requests that
the current N,CA issued to POT Industries, Inc. be rescinded, signed by A. Lynn Miller, P.E.
Senior Code Compliance Engineer, PGT Industries, Inc.
3. resting proposal #16-1,04R, issued to CGI Windows and Doors, Inc. by the Product
Control Section, dated December 15, 2016, signed by Manuel Perez, P.E.
G. O` BERS
1. Notice of cceptance i ;;.16-0505.04, issued to PGT Industries, Inc. for their Series
"SS-3500" Aluminur :)torefront System - L.M.I., approved on 06/02/16 and expiring
on 01/17/18.
Manuel P ez, .E.
Product Contro Exa finer
NOA No. - 114.02
Expiration Date: January 17, 2023
Approval Date: December 28, 2017
E-3
I
REINFORCING AS READ.
SEE SHEET 4
FOR CAPACITY _
i
WALL`.
//-----
[-T-22--
p
___ - ____ =_-1
I
10
L
II /
•/�
N g Nei N // a
B
/�
j}1�
D.L. OPG. WIDTH
SEE SHEET 3
li o a
9
A
40
$
C
I� 19ao
CORNERS
HEAD SILL I I i SHE MA)
RS°
WIDTH 'W' i SILL
SEE JAMB ANCHOR ANCHORS TYPE
SPACING CHART A. Al. B, 131 OR C, Cl
-3 OR 4
` AT EACH SIDE OF MULLION
SEE SHEET 5
SERIES SS-3500
ALUMINUM STOREFRONT SYSTEM
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (KVHZ).
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 MANUFS 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC,
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
I
IA DOOR MUWON ANC
SEE SHEETS 6 a, X:
B
D.L.
OPG. WIDTH
BE
SHEET 3
D
10
m W
O
�mW
fe 8
C
8
R
WIDTH 'W UPTO 60'
WIDTH
'W ABOVE 60'
TYPES
1 4 SHIM
3 8 SHIM
I UP SHIM
1 4 SHIM
3 8 SHIM
1 2 SHIM
A
10-3 B
13
14-3 16
C
AT
13-1
10-1 4
B- 4
9-3/4
-i
5-3
81
16'
14-3 4
B-1 4
9-3/4
If 2
S- 4
Ci
18
1 4
11- 4
14-1 4
10-I
1
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP _I DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED
ON WIND VELOCITY. BLDG. HEIGHT, WHO ZONE USING
APPLICABLE ASCE 7 STANDARD.
ST j SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD
CAPACITY.
.STEP CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN
SPACING AND HEIGHT USING CHARTS ON SHEET 4
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
STEP 4 USING CHARTS ON SHEET S SELECT ANCHOR OPTION
WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD
SPECIFIED IN STEP 1 ABOVE
STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED
THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM.
MR FOR SYSTEMS WITH WINDOW OR LOUVER INSERTS LOWER
DESIGN CAPACITY FROM STOREFRONT. WINDOW OR LOWER
WILL APPLY.
4° MAX.
HEAD/SILL HEAD
CORNERS SILL
DAYLITE OPENINGS SINGLE '0' PAN
DLO WIDTH FRAME WIDTH - 5.50"
DLO HEIGHT = FRAME HEIGHT - 5.50"
THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
DEC 2
T7tODUCTRiSVISFD
"coOWIYinB wHh1Lo Fhlrmo
Building AlcePIWW No %.13
1
Expire ' Date
L1
v'I 1 Dade PI -dud C
1/4' ANN. GLASS 1/4' HEAT SIREN'O GLASS )NN
" HEAT STREN'D GLASS U
SILICONE 090" fnterlayer SILICONE 090' Interlayer S90' Interiayer
DOW CORNING 995 Sentryolas DOW CORNING 995 Troeifol PVB DOW CORNIentryGlas 3
DOW CORNING 983 By 'Kuraray America, Inc.' DOW CORNING 993 By 'kuraray Americo, Inc.' DOW CORNIy 'Kuraray America, Inc.' Z
DOW CORNING 791 DOW CORNING 791 DOW CORN0 b
GE 7700 1/4' ANN. GLASS GE 7700 1/4' HEAT STRE11'D GLASS G1/4' HEAT STREN'D GLASS
i
IL0NU78 \
GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C'
� m
1/4' ANN. GLASS 1/4' HEAT STREN'D GLASS 1/4' HEAT STROM GLASS '�dy . 00 n
090' Intedayer 090' Intedoyer 090' Intedayer ` ,: j S w
SentryGlas Trosifal PVB SentryGiae '.o<
rBy 'Kuraray America, Inc.' By 'kuraray Amerloo, Inc.' By 'Kuroroy America, Inc.' r! C
1/4' ANN. GLASS 1/47 HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS i.. m
SILICONE SILICONE SILICONE ; # N t!t
DOW CORNING 995 7/18' AIR SPACE DOW CORNING 995 .7/18" AIR SPACE DOW CORNING 995 7/75' AIR SPACE a ;_ 0 n m
DOW CORNING 983 DOW CORNING 983 DOW CORNING 983 yp 0 3 m
DOW CORNING 791, 1/4' TEMP. GLASS DOW CORNING 791 1/4' TEMP. GLASS DOW CORNING 791 1/4' TEMP, GLASS Q Z Ci
GE 7700 GE 7700 GE 7700 rSl; O "a
4:: O ZE
Uog
z
m
XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER o
7 ST. STEEL BY 'CARDINAL' z 7 ST_ STEEL BY 'CARDINAL' o: I 7 ST. STEEL BY 'CARDINAL'
2 OR 3 OR 4 % OR `u
Ei \ r5 DURRASEAL BY 'QUANEX' \ OR
BY 'OUANEX' \ ORRASEAL BY 'QUANDC' y i /
/ SUPER SPACER NXT BY 'OUANEX' �� i SUPER SPACER NM BY 'QUANEX' ` i SUPER SPACER NXT BY 'QUANEX' a
�---� OR—� OR OR
KODISPACE 4SG TPS KODISPACE 4SG TIPS KODISPACE 4SG TPS
BY 'KOMMERUNG' BY 'KOMMERUNG' ITY 'KOMMERLING' c m
GLASS$—MPE 11 ' GLASS TYPE 'E' 53 TYPE 'F' err m
```ttttunrru
GLAZING OPTIONS ,� �```���� ��/''_ � •° a
• ':LOUJCT REVLSI'D �
w eautptying with Liar Flufma . �.
3lufding Code
AcceptmC fCo 'S
1OD ' OF dtnwinga no.
i
bt' AmiePtoAlef '/ijt'�r�lA1. ���`�
fffr rrr Isltt sheet 2 of 15
GLASS TOAD G1PeC![Y.-.PPF.„
NOMINAL DAIS.
GLASS TYPES
H' & 'E'
'Guns TYPES :
A' & 'D' .,'�
GLAS TYPES
'c. F.
D.L.Q. WIDTH
D.LO. HDOHT
EXT.(+)
i.YT.(-)
fxr.(+)
It4T.(-)
EXL(+)
.(-)
33-1/4'
35
45-1/4-
47'
51-1/4'
57-1/4'
69-1/4'
54-1/2'
70.0
80.0
80.0
80.0
20.0
120.0
70.0
80.0
Solo
60.0
00.0
120.0
70.0
8D.0
80.0
80.0
90.
1120.0
67.5
77.2
77.2
77.2
88.8
115.8
62.2
_
71.1
71.1
71.1
80.0
106.7
56.0
64.0
64.0
64.0
MO
90.0
56.0
64.0
84,0
64.0
72.0
96.0
33-1/4'
35'
45-1/4'
47'
51-1/4'
57-1/4'
69-1/4'
66-1/2'
70.0
80.0
80.0
80.0
90.0
120.0
70.0
8010
80.0
80.0
90.0
120.0
70.0
80.0
80.0
80.0
90.0
120.0
67.5
772
772
772
86.8
115.8
622
71,1
71.1
71.1
.80.0
106.7
56.0
64.0
83.9
83.9
72.0
96.0
-
60.0
60.0
33-1/4"
35'
45-1/4-
47'
51-1/4'
57-1/4'
69-1/4'
78-1/0
70.0
80.0
80.0
80.0
90.0
120.0
70.0
80.0
80.0
Bolo
90.0
120.0
70.0
80.0
80.0
80.0
90.0
120.0
67.5
77.2.
772
77.2
90.0
115.E
622
71.1
71.1
71,1
90.0
100.0
-
-
-
90.0
100.0
-
-
-
-
7&0
83.3
33-1/4-
35'
45-1/4'
47'
51-1/4'
57-1/4•
69-1/r
I
90-1/2'
70.0
80.0
80.0
Bola
90.0
120.0
70.0
80.0
80.0
80.0
90.0
120.0
70.0
80.0
80.0
80.0
90.0
120.0
-
-
-
-
90.0
1 115.8
-
-
-
-
90.0
108.7
-
-
-
-
90.0
100.0
-
-
-
-
75.0
83.3
33-1/4'
36,
45-1/4'
ar
51-1/4'
57-1/4'
lox-t/x•
-
-
-
90.0
120.0
_
_
_
90.0
120.0
-
-
-
-
90.0
120.0
-
-
-
solo
115.e
-
-
-
-
9D.0
100.0
-
-
9o.0
100.o
33-1/4'
35'
45-1/4-
47'
51-1/4-
57-1/4'
114-1/r
-
-
-
00.0
120.0
-
-
-
90.0
120.0
-
-
-
-
90.0
120.0
-
-
-
90.0
100.0
-
-
00.0
100.0
-
90.0
100.0
33-1/4'
47'
51-1/4-
57-1/4•
-
-
-
-
COLCOLO
120.0
90.0
120.0
-
-
-
-
-
Solo
100.0
-
-
20.0
100.0
_
_
-
_
82A
92.1
33-1/4'
35'
45-1/4'
47"
51-1/4'
138-1/2"
-
-
-
-
80.0
120.0
-
-
90.0
1200
-
-
-
-
90.0
202
-
-
-
-
Solo
100.0l
Solo
100.0
6
ii
J
NOTE -
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
GLASS
3 0
m
1kV
N g
R
PRODUCrMISM 1
as cemplyba whh lLe fhxBdi s {Y =
13m'Tdi08 Code �,}•a $'
A.cmtm= No ! -1114
itatioODefe %p' TSOF '• drawing no.
1 U
��cq
q J
1Z.
11, e e
0yy77`x�
0 EGG i
0
oW o
OaO<�
xZ N
O Ns Q
m
J
m v U t
}ai n
O (0-
n
a O
_ o W
G
j �=No
Z to N
0NM n
�3
rn U � ME
c
0
U
y
ANCHORS lor.
o
1t1111l///7 o
r �pD /
PRODUCT REVISED
Bw7das m Codwith e >heFta6da $
Acagtuwe No �1'¢.ti� OF : drawing no,
Bl, ' �s�• W 17-52
m' DadeProasset '��zi®�R'llt1���� sheet 5 of15
tdlILL10N ANCHOR LOAD CAPACITY - PSF MUM10N ANCHOR
LOAD CAPACITY - P9P
ANCHOR TYPE
ANCHOR TYPE 'd'
ANCHOR TYPE 'D'
ANCHOR TYPE 'C'
^�R 1�
ANCH08 TYPE 'A'
ANCHOR TYPE 'H'
ANCHOR TYPE 'C'
SFlill SPACE
1/4' MAX. SABA
1/4" MAX. 6111M
1/4° MAX SHIM
SHM ��
1/4` MAX. 9FIp[[
I/4' MAX. SHIM
1/4' MAX. SHIM
e INcfia+.9
A ANCHoffi
a ettcuoxs
a ANaoRs
o ANtE088
a AH17i089
�
a eoc600s
a ACsCH069
MUI.T.TON ANCHOR IDAD CAPACITY - PS?
HOMON ANCHOR LOAD CAPACITY - PSP
ANCHOR TtK
ANCHORS
'AI'
ANCHORS
'ml
ANCHOR TYPES
'At* '81'
ANCHOR TYPES
'Al' & 'Bl'
ANCHOR TYPES
'Cl•
ANCHOR TYPE
ANCHORS
'Al'
ANCHORS
'Bi'
ANCHOR TYPES
'AS' & 'B1'
ANCHOR TYPES
.1. & 'BA'
ANCHOR TYPES
'C1'
SHIM SPACE
1/4- MAIL.
SHIM
1/4' MAY.
SHIM
_&
8/8- MAX. SHIM
1/2" Kam SIHM
1/4- MAY.
SHRI
1/2' MAX.
SHIM
SHIM SPACE
1/4- MAX.
SHIM
'
1/4- MAX,
SHat
3/8' MAX. S1TIM
1/8" MAX. mm
1/4" MAX
SEX
1/2" WM
SHIM
'.9DPI -Al
IfJ;Cryf IV
8 ANCEM;
6 ARCIOM
6 ANCHORS
8 ANCBOW
6 ANCHORS
8 ANCHORS
6 A'CHOPS
6 6 mis
1"'.TH 00
'L4'
30"
36'
37-3/4'
1.
49-3/4'
54'
30" -
24"
30'
36'
37-3/4"
48'
49-3/4'
54'
9-15/16
�,
10'
36'
37-3/4'
48'
49-3/4'
. !E'�;Y+ il:
I
I
1 120"
_
I
132'
144'
4 AEC3DR9
6 ANC80RS
6 A;mossy
8 ANCHORS
8 ANcam
6 ANmors
8 ANCHORS
a ANCHORS
W
U)
p
=
3
w
w
m
Z
g
0
a
_
M. (+)
INi. :-1
M. (+)
M�. =
EXT. (+)
INI. [_) „�-
IXf. (i)
Itii.-_(-)
IXf. (+)
I, INi. - -
EXT. (+)
117i�_\
EM. (+)
.. IN'In..{C)'
120.0
EXT. (+)
H11._S.-.Z..
120.0
EXT. (+)
Mi. t`). -
120.4
UT. (+)
... �M:..(';) _...__.'fYf_c.(-
120.0
EXT. (+)
420.0
EXr. (+)
PfT:.{.-)__
120.0
W. (+)
tiv,.,.(C)...
120.0
W. (4)
INT. -
EM. (+)
IM. -
E%f. W
CiT-
120.0
24'
30"
36
37-•3/4'
48'
49-3/4'
54'
80"
72"
I 60`
!
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
98.7
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
_ 120.0
-120.0
120.0
104.4
120.0
_ 82.2
109.7
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
_ 120.0
99.6
120.0
78.4
120.0
120.0
120.0
120.0
120.0
120.0
12U.0
120.0
120.0
120.0
102.3
120.0
_
78.3
104.4
-
61.7
_704.6
822
120.0
1li.5
120.0
120.0
120.0
120.0
119.0
120.0
120.0
120.0
9913
116.4
75.6
100.8
59.5_
79.3
120.0
107.6
120.0
120.0
120.0
120.0
109.7
120.0
_
120.0
_
120.0
91.5
107.2
69.6
92.8
-54.8
_
73.1
120.0
99.1
72C.0
120.0
120.0
120.0
98.7
120.0
120.0 _
120.0
_ _120.0 _
120.0
82_3
_ 68..i
96.5
67-7
93.6
49.3
65.8
119.9
B9.2
_
120.0
120.0
104n
120.0
822
109.7
66.3
65.3
$0.3
60.3
68,3
68.3
C83
24"
30"
56'
37-3/4'
46'
49-3/4•
54`
Ou
72"
72'
12060
120.0
120.0
120.0
120.0
120.0
120.0
120.0
68.3
611.3
88.3
88.3
683
_
68.3
B8.3
683
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
68.3
66.3
--68.3
_68.3
_ 88.3
68.3
68.3
68.3
120.0
120.0
120.0
120.0
120.0
120.0
120.0 _
' 120.0
66a
68.3
68.3
68.3
_68.3
68.3
68.3
_
65.3
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
68.3
68.3
68.3
6B.3
86.1
88.3
68.3
68.3
120.0
120.0
12U.0
120.0
102.8
120.0
120.0
120.0
68Z
6B.3
68.3
68.3
54.1
88.3
68.3
68.3
120.0
120.0
12D.0
120,0
99.2
120.0
120.0 _
_ 120.0
68.3
68.3
63.3
68.3
49.8
66.5
68.3
60.3
120.0
120.0
11 C.0
120.0
91.4
_ 120.0
I 109.7
120.0
_._0
120.0
„• 120.0
12.:7
86.3
6G.a
683
65.3 -
60.:
57600
68.3,
44.9
59.9
68.3
68.3
/2D.D
_
12a.v
fU4..
12U.D
BZ.i
66.3
60.3 -
6B.3
683
60.3
68.3
114.3
120.0
B7.0
_
116.0
68.5
91.4
120.0
120.0
88.3
BIIS
683
6B3
683
88.3
^ 663
24'
30'
36'
37-3/4-
120.0
120.0
120.0
12MO
120.0
120.0
120.0
120.0
65.3
66.3
6B.3
683
68.3
68.3
6&3
68,3
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
68.3
68.3
68.3
66.3
95.4
683
68.3
68.3
120.0
120.0
120.0
120.0
1175
120.0
120.0
120.0
66.3
683
65.3
fi8.3
51.4
6B3
68.3
68.3
120.0
120.0
120.0
120.0
1120
120.0
120.0
120.0
68.3
68.3
63.0 1
88.3
49.6 1
Ml 1
68.3
68.3
48'
49-3/4-
54'
60"
72'
84'
120.0
120.0
111.9
120.0
Be.,
1175
120.0
120.0
SEE SHEET
FOR ANCHOR DESCRIPTION
ANCHORS
�;, �y !I h., ;.% ,tltltlllrrry
�•!�
120,0
120.0
108.0
120.0
85.0
113.4
120.0
120.0
120.0
120.0
99.5
120.0
783
104.4
120.0
120.0
117.6
120.0
89.5
119.4
70.5
94.0
120.0
120.0
98.0
114.9
74.6
994
581
78.3
120.0
106.2
24'
W.
38'
37-3/4'
1.
49-3/4'
54'
60.
72'
98'
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
102.8
120.0
120.0
120.0
120.0
120.0
120.0
120.0
98.0
120.0
120.0
120.0
120.0
120,0
97.9
120.0
77.1
102.8
120.0
12"
120.0
120.0
94.5
120.0
74.4
9B2
120.0
120.0
114.3
120.0
87.0
115.0
62.5
91.4
120.0
120.0
102.9
120.0
783
104.4
61.7
822
t20.O
111.5
55.8
100.5
65.3
87.0
51.4
68.5
120.0
92.9
24'
30'
36'
37-3/4'
48'
49-3/4'
54'
80'
72'
106'
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
1D9.7
120.0
120.0
120.0
120.0
120.0
116.0
120.0
91.4
120.0
120.0
120.0
120.0
120.0
110.7
120.0
87.1
116.2
120.0
120.0 '
114.3
12=
87,0
116.0
98.5
91.4 1
120.0
120.0
110.3
120.0
84,0
112.0
66.1
88.2
120.0
119.5
101.8
119.1
77.4
103.2
60.8
81.2
120.0
M.
110.1
91S
107.2
69.6
92S
54.B
73.1
76.2
89.3
1 58.0
77.4
45.7
60,9
110.9
82.6
PRODUCT REVISED
9s cmepiyirg with We Florida
1x • : ii
sa Cade
A=ptaflce
L• imfinq 6;l
W
0 q m
rgh
CNI
rg F.
o a, a
0 45E I
e
{IlUGL y u) -
.L130 Col
tCof
drOwing no.
W17-52
DOOR. MULLION DESIGN LOAD CAPACITY - PEP
NOMINAL DIMS.
I MULL 'DML'
MULL 'DM2'
I MWL 'DM3'
VADTH M
MME HEIGHT
W.(+)
INT.(-)
EXC.(+)
I LNT.(-)
I Exr,(+)
INC.(-)
24•
30'
36•
37-3/4'
48"
49-3/4•
54'
60•
72•
80'
-
90.0
90.0
90.0
120.0
1 90.0
120.0
90.0
MC
90.0
120.0
90.0
_120.0
90.0
90.0
90.0
120.0
90.0
120.0
90.0
9U.0
19o1
r90.0
90.D
90.0
120.0
120.0
90.0
9U.G
12MO
120.0
90.0
1 90.0
90.0
120.0
90.0
120.0
90.0
90.0
90.0
120.0
120X
90.0
90.0
90.0
120.0
_20.0
90.0
120.0
51.7
81.7
90.0
120.0
90.0
120.0
24'
1.
36'
37-3/4'
W
49-3/4-
94•
80'
72'
84'
90.0
90.0
90.0
120.0
90.0
120.0
90.0
SOX
90.0
120.0
90.D
120.0
90.0
90.0
SOX
120.0
9LC
120.0
90.0
1 90.0
90.0
120.0
90.0
120.0
90.0
120.0
90.0
12D.0
In
90.0
120.0
90.0
120.0
90.D
120.0
90.0
120.0
88.4
1 88.4
90.0
120.0
90.0
120.0
73.7
1 73.7
90.0
116.6
00.0
120.0
�24•
30'
:16`
37-3/4•
4W
49-3/4•
54•
80'
72'
98'
90.0
' 9 .0
90.0
120.0
90.0
120.D
90.0
90.0
90.0
126.0
90.0
t20.D
90.4
90.0
90.0
120.0
90.0
120.0
90.0
90.0
90.0
120.0
90.0
120.0
81.5
81.6
90.0
120.0
90,0
120.0
78.7
78.7
90.0
120.0
90.0
120.0
72.5
72.5
90.0
115.7
90.0
120.0
65.2
65.2
90.0
104.2
90.0
120.0
54.4
54.4
86.0
86.8
90.0
100.8
2e
30'
36•
37-3/4'
48'
49-3/4'
54'
fi0•
72'
97-3/4'
90.0
90.0
90.0
12D.0
80.0
120.0
90.0
90.0
90.0
120.0
90.0
120.0
90.0
90.0
90.0
120.0
80.0
120.0
90.0
90.0
90.0
120.0
90.0
120.0
772
77.2
90.0
12D.0
90.0
120.0
74.5
74.5
90.0
120.0
90.0
120.0
68.7
68.7
90.0
111.3
90.0
120.0
61.a
61.8
90.0
1OD2
90.0
116.1
S1.5
51.5
83.5
83.5
90.0
96.7
24F
30•
36•
37-3/4'
4B'
49-3/4•
54•
60•
72'
108'
-
1 90.0
1120.0
90.0
120.0
-
-
90.0
1120.0
90.0
120.0
90.0
12D.0
90.0
120.0
-
-
90.0
120.0
90.0
120.0
-
90.0
101.0
90.0
116.8
-
00.0
97.4
90.0
112.2
-
89.8
89.8
90.0
103.8
-
80.8
50.8
90.0
93.4
67.3
67.3
77.9
77.9
24'
W.
36'
37-3/4'
48'
49-3/4•
54'
60•
120'
-
90.0
120.0
90.0
120.0
-
-
90.0
120.0
90.0
120.0
-
-
90.0
107.1
90.0
120.0
-
-
90.0
102.2
90.0
117.9
-
-
BOA
.0
928
-
-
77.5
.5
89.5
-
-
71.4
A64.374.2
.5
82.5
64.3
74.2
t
� d
'
WIDTH (W> a W1 + W2
2
IN I
ANCHORS AT
///---DOOR MULLION
/ SEE SHEET 5
'CGI WINDOWS'
r f .:�.LMI'F t)f1f'flC
WIDTH (W) m 2 + 42
MuWON 'DM1, MULLION 'DM2' MULION 'DM3'
I5. 804 !Sir 7-60 3110.7504 S 4.30 12.759 S 5.10
SEE SHEET 5
'CGI WINDOWS'
ENTRANCE DOORS
SEE SEPARATE NOA
'� m
i®
i a
0Wo`y^
�.1
p
() : y,
S 20
0aa<w
D
i.
l
t"6
a _ a
W z
W ib. ZN_
WIDTH (W) o W7 + W2
2
DOOR MULLIONS
`�';.� C 3i f-i ``tlltttt11t1iiT''
N
mc"p1YtigwitLWeFlorida •��}� y� �.
8"dios code Cy� 1 j14.02
AccVWjCe No ll
t1�e OF A drawing no.
oTno�.: a W17-52
F!y ... _ . .....�. �i. iSa�." • mow: �
DOOR
RULLION
IAAD CAPAaN
- PSP
_s--
DOOR
UUMON
LOAD CAPACrrY
- F9F
DOOR NUU,10M LOAD CMACnY - PSP
NOUJINAL Dws. HULL 'BYA' MULL 'DM2' MULL b1wi3'
WAIN (a 4DIN (WFDAYE NOYR e9oR NFYifT
HCI65 WCtES ItOLS 06fB IXL(+) M.(-) W.(+) M-(-) [M.(4) 97f.(-)
24 1 SOD 93.3 90.E 1120.0 90.0 120.0
so 87.2 87,2 90.E 120.0 90.0 120.0
81.7 Bt.7 900 120.E 90.E t20.0
J7_3/a 80.3 80_3 9D.0 120.E 90A 120.0
ITS-3/4 __ 97-3/4 80 _
• :F 72.7 i 7' 7 ki.0 .1149 60.0 Ilan
)-V' 1 71-5 71.5 ]WD 1123 90.0 120.0
64 68.9 8&9 _- tOB.2 90.0 1=0
65.4 6.'1.4 in 102.8 T90.E 719.{
1 1
��
I
3 __ 11 3 1 I 1 f 11
1
/ �
)
!
'
MULITON 'DMI' MUIITON 'DM2' MULLION 'DM3'
_
Iz IN^4 Sz IN'3 Iz IN"4 8Z DY'3 ]z IN"4 9z RI"3
. 5.580_-, 2.6E . ; 10_75012.759 5.1E
N0. OF NMULLIO
1 AT DOOR MULLION
ANCHORNI/4"3/8' 1/2' E5 SHIM S illm
_ _
8- -
C - - 'CW VANDOWS'49
al I t3ENTRANCE DOORSDt 11 13 SEE SEPARATE MCA49-3/4
9 1
7
��1----_-_ _-_-��
- I
_-_ ---_
/!
1? ( III E
tttt2�➢11 !�� II j 4
',IY21 0�o
�p �♦ A `
\
55
0 1
= r__---�---�--_
ce �_ � I r /
wz. w1 DOOR MULLIONS
N
p _
3 NO. OF ANCHORS \1t
\\
1,,.:'4 '4 ^. °P,� \l)1IIIII7j//
Z AT DOOR MULLION ZZ I♦♦♦ �� ,! ///ice
W ANCHOR 1/4' 3/8'/Y 1
W T1PF5 SW'M SHIM SHIN
B 7 - -
m 81 6 9 12' ?RODUCT REVISfiD
Z azcornplYinSI d16F1ecid81
Bull c9de ) f4Al
F Accepl6Me N91 •�`"
'3 iret)OnDa(e %�:.•
� E OF � ��
O 6 ���♦'••_ LpR19�;:' ��
M�a iDed� a
///) ®,e�l' \♦
11 11tt
l� U C7
14 N
1
1,
'_
q
S
G p ,OV
c, -
it O
®b I pM.
On
G
g
4 ',„Fyy!(i
a27
7 �O
010
it
J
c I
..., m
0
0
r N o
tO
Q
"V S' 1
C G Z .+
U -
NORMAL
DIM&
MmL
IDy2'
MULL
'Dy3'
N0MIN7S
DDS&
mum
loyal
ymi
'Dit'd'
REIN (N7)
N765
911IM (L2)
RlC+'3
FlEU[ i&lOR
FJL•R'
OOOP I4F41
N665
OR.(+)
M.(-)
DfT.(t)
M,(-)
i07N (4'1)
NW6
mm (42)
IASN6
i9tllt NODS
tA165
DOOR F97DF11
PlSF3
�-(+)
M.(-)
cJIL(4')
M.(-)
75-3 4
/
24
30
ti _
t1C
1
t16
I -_-
izD
80
90.0
120A
9D.0
720.E
75-3/4
24
30
.nq
1
.�_. _)
110
I
1IS
t20
90
90A
90.0
1120.0
120.0
90.E
1120.0
90.0
90.E
1153
tO8S
90,E
90A
120.E
120E
3B
37-3/4
_.. ._.{
46
49 -3/4
54
80.E
90.E
117.5
115.3
#10�0!1�2RD
OA36
0.0
4
.. _.._._
49-3/
54 Y
90.0
90.E
20.0
106.6
1 .C•.9
95.5
90.E
_I_z
i.7:
90.0
1120.E
.0
•110.9
90.E
9oA
103.9
1021
-_...1_.^-..
90A
9o.0
_I:...i•
lla.5
90.E
8-1.6
92.E
B7.6
son
90.0
10&9
101.6
90,0
90.0
9"
93,1
90.0 _
90.0
113.9_
105E
60
24
3367
37-J%4 T
43 -
I -J/c
-�
1_.._..___._
34 _
60
24
e0_ _
24
90.0
90.0
1D8J
991.9
90.E
90.0
120.E
I199
90.0
90.0
113.2
106.3
Pan
90A
120.0
110.0
30
38
37-3/4
20.0
94.0
90.0
109.2
90.0
99.7
20.0
115.8
11x6
90.0
84.3
92.5
84.3
90.0
90-0
f0_7.i
97.s
90.E
87.9
90.E
48
f9-3/4
94 �
88.7
e&7
90.0
1102.8
83.0
E0.1
83.0
00.1
90.E
90.E
9G-5
93.1
._ 87.2
84.E
872
84,E
SOD
E0.0
` 101.7
97.4_
78.4
900
78.4
932
88.7
SOD
88,7
105.3
60
24
79.8
90.0
799
9B.0
90A
90.E
92G
11x6
39 -1
36
]/4
37-_-.-�
49•e
3/4�
6a
- 24 _
U7.6
627
87.6
627
90.0
90A
101.6
se.0
30
38
37-3/4
48 .I
49-3/4
00.0
88.2
91.7
68.2
s0.0
90.0
106.E
�100.0
81.3
81J
90.E
P4,5
ace
849
90.E
98.3
742
74.3
74.3
66.3
86]
n.0
75.8
nn
76.8 _
-
eeJ
08.E
----
A9J
B8A
732
732
85,0
85.E
70.7
, 10.7_
Can
621
s1 -�
--a0 --
24
73.1
7xi
e4.B
rs4,e
67.4
67A �
78J
1783
69.6
69.8
..4_�
80.7
_..
BL.7
65.9
80.9
a&e
809
90.E
90.0
s9.e
939
89S
8.19
89.5
83.9
90.E
00.0
f03.6
07.3
30
36
37-3/4
76.3
76.3
8&7
8&7
36
37-3/4
79.0
77.0
79.0
77.6
90.0
BOA
91.6
9D,1
73-1
88.7
75.1
88,7
97.3
79.e
87J
7s.8
48
49-3/4
70.7
89.8
70.7
69.580.750.78
82A
Bea
67.7
65.E
B7.7
65.4
78.6
76.E
7&6
76.0
54
60
54
67.1
67.1
77.9
77.0nIM
62.4
62.4
72.5
725
60
84.E
BRA
7{.2
7A2
75-3/4
24
14
0
B4
90.E
1120.0
90.E
1120.0
75-3/9
24
30
104
De
SOD
90.0
120.E 1
120E
90.0
90.0
120,0
120.0
30
36 _
37-3/4
Ilan
90.0
118,8
111.5
90.E
90.0
120-0
120.E
36
31-3/4
ROA
120E
902
120.E
GOD
SOD992
109.6
90.0
90.E
120.E
1152
90.0
90.0
120.0
1102
90.0
90.0
120.E
120.0
48
48
49-3/4
49-3/4
90.0
97.7
San
113.4
90.0
1082
90.E 1120.0
54
so
90.0
94.1
00.0
1092
54
60
90.0
90.E
103E
9&D
90.0
900
120.E
113.6
0
89.4
59.E
90.0
1038
24
110
90.E
90.0
108.8
10"
00.0
90.E
1207
11&4
24
110
90.0
120.E
90.0
120.0
30
30
38
37-3/4
00.0
112A
00.0
120E
38
37-3/4
90.0
00.0
9"
943
90.0
90.0
111.3
102.4
BOA
90-0
105A
103A
90.E
Ran
720.E
119.3
48
49-3/4
817
8.4
85.7
6.4
90A
Va
sBS
48.E
48
49-3/4
90.E
02.7
90A
107.4
90.E
87.8
91.
87.0
90.0
80.E
105.E
101.5 1P1
54
60
81.E
n.5
81.1
77.5
80.n
9"
KS
90.0
54
60
10.0
90.0
83A
10"
90A
90A
98.2
11"
24
116
120
90.0
24.7
90.0
110.0
24
116
120
30
689
SIR
989
839
90.0
90.0
103.3
97-3
30
36
37-3/4
90.0
95.7
90.0
110,9
"
C o
36
37-3/4
89.e
88.0
69.6
85A
9oA
90A
103.9
102E
824
711
824
7&1
90.0
B73
95.7
87-3
48
49-3/4
48
79.6
794
90.0
92.3
o
o
74.0
71.5
74.0
713
88.0
8JA
88.E
83A
49-3/4
54
7&4
75.E
7&4
75.E
90.E
87.4
90.8
87.E
p
1
$ 0 5
drowin no.
g
54
60
24
6&1
MI
79.1
79.1
GO
24
71.6
71.6
610
83.0
87.0
87.0
90.0
101.1
90A
92.9
90.0
107.8
30
81.8
81.8
90.0
95.0
30
85.8
BtA
ONS
51.5
G0.0
90.E
100.6
94.5
36
37-.3/4
77.2
77.2
89.5
89.6
JB
�-3/4
759
ea.3
759
693
B&1
ems
80.1
eas
50.1
725
ml
ne
20.0
542
92-8
54.2
49
49-3/4
4e
40-3/L
e&3
699
86.3
819
79.3
76.8
79-3
788
71.6
71.6
829
62.9
54
80
sF
60
ee9
ess
a&v
65.6
79e
71is
79A
75.9
829
62.9
73.E
73.E
sheet 7 01�5
Woo
WOOD
TYPICAL ANCHORS EDGE DIST.
SEE 0-,V.
FOR SPACING
e n ,
PRODUCC RRVTSM
aay;ng.aimdleFwda+
Datdmg Code
Acceptente do �l •�2
E•' iro Date
BUCK
de Preduet
drawing no.
�,� W 17--52
EDGE
.✓,:: its - iv �T,1 r
TYPICAL ANCHORS
SEE: ETFV.
1;0.1 SPA,.iNG
MWA-DADE CGUNIY APPROVEDIi Z \ _-
MULLION & MULLION ANCHORS II 0 °'
SEE SEPARATE NOA
L = 4v t
aycQ 8
TYPICAL ANCHORS.gg� Z C
SEE ELLM
FOR SPACING L € _
�y .!I cg
TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPICAL ANCHORS! SEE ELEV. FOR SPACING - ill, D�. JL:aCi ? F ` `Lz.CO' (I'v-177 h51. 6y155 : rr 1 E p1 - Sf15" Dt Ul �y t3= SQ (Fu..177, KSI. F -t55 HS:) I WOOQ BUCKS AfJQ METAL STRUCTURE NOT BY 'CGI'
INTO 26Y WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
1/2" M.N. PLi:k-I AJON 441J WOOD (FILAO/JAMBS) 2" MIX. INTU WOOD (HEAD/JAf.IM) i AND TRANSFCR THEM TO 711E BUILDING STRUCTURE.
I
:Hi � Li EUCY.S INTO CUN �. .la NASONii`i 7FIRU S8Y Oii iGt BUCKS INTO CONC. OR MASONRY---�_-_ - ---- -_ -- — ---
_� 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) cs� j 1-3/4` MIN. EMDED INTO CONCRETE (HEAD/JAMBS)
0 1-3/4- MIN. EMBED INTO FILLED BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS)
rn DIRECTLY INTO MASONRY CIO w lb. DIRECTLY INTO MASONRY
1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) I I 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS)
t7
ANCHOR EDGE DISTANCES ANCHOR EDGE DISTANCES
;E
INTO CONCRETE AND MASONRY - 2-1/2MIN. I
I
CONCRETEAND AEON Y = 2-1/2 MIN
C
INTO WOOD STRUCTURE - 1" MIN.
INNTO WOOD
A HOR CL TO cL D -rAN
ANCHOR CL TO (:L DISTANCF
-
;
s
I
INTO CONCRETE = 3" MIN.
L
L —
INTO ILLED B MI . — — — —.J
L..—•—_•_—•—•---
INTO FILLED BLOCKS - 5" MIN. — — —
—_ —
.J
I ':YPE 'B'-
.L/4' DIA ULTRACON F]Y 'ELCO' (Fu-177 KSI. Fri155 KSI)
rTYPE 'Bt'-,`7/18`
_ _ _
DLA ULTRAGON BY 'ELr.O' (Fus17T KSI, Fjra155 KSQ
DIRECTLY INTO CONCRETE
I
I
DIRECTLY INTO CONCRETE
I
1-3/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4` MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)P_
ANCHOR EDGECE
h
CONCRETE2N1/2MIN. I
I
OQR
?CORINTO 1/2' MIN.
I
ANCHOR CIL TO CL DISr NC I
INTO CONCRETE = 3" MN.
I
ANCHOR CL TO CL DISTANCE
INTO CONCRETE - 3" MIN.
I
INTO FILLED BLOCKS - 4" MIN. J
L —
INTO FILLED BLOCKS - S" MIN.— — — _ —
�TYPE 'C.- 1/4" otA TEKS OR SELF DRILLING SCRL:W'S (GRADE 5 CPS)
INTO MIAMI-DADE COUNTY APPROVED
DDgqMULLIONS
OR
INTO METAL STRUCTURES
m (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRAT
s ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
w STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.)
N6 IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
INTO METAL STRUCTURE = 1/2" MIN.
— — —.—.J
WOOD AT HEAD OR JAMBS SG a 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'C - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
YPE 'C1'-/18' DIA- TLTtS OR SELF DRILUNG SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES
(3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL 1/8- THK. MIN. (Fy = 36 KSI MIN.)
(STEEL RJ CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
ANCHOR EDGE DISTANCES
INTO METAL STRUCTURE - 1/2' MIN.
— . — . — . — . — . _ . — .
WOOD AT HEAD OR JAMBS SG - D55 MIN.
CONCRETE AT HEAD. SILL OR JAMBS f'o - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK AT JAMBS Pm - 20GO PSI MIN.
?RODUCT RBVISM
as complying wi0"Floride
E1uilding Code.-s r.,.& _
Gy
I
O1 7F �� -ddrawing ing� no.
°':�O' W1-52
7YPIC
a
TYPICAL ANCHORS •'
SEE ELEV.-
FOR SPACING
18Y
1/2' MAX.
�w
(a
Z �m
O b
W
� lY
L
Ogg 8-
L yam.
ci$NM
�aoatg0}
y� N
L OR o
1/2" MAX.
... f-1
SUCK
r�
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
i• :,d ^ i agars ```�1�gllrlrhr��,'', Unn I I I I
FRODUCY REVISM No
u omplykrg with the Florida
l3uild2 I % Code r �• i —
AmpmnoeTfo$
,nitma ®' A OF ,%�rj�'r.' drawing no.
—52
I 1
O
PPROVED
RESISTANT TRANSOM
MfAMI—DARE COUNTY APPROVED
LARGE MISSILE IMPACT RESISTANT DOOR
EXTERIOR
SEE SEPARATE NOA FOR DESIGN LOAD
CAPACITY OF DOORS AND DOOR ANCHORS.
LOWER VALUES FROM DOORS NOA
OR STOREFRONT SYSTEM CAPACITY CHARTS
WILL APPLY TO ENTIRE SYSTEM.
PRODUCT REVISED
nc mmWrue with die F1miA.
RoildingCode
(a41u
O m n
W
d'ot
t3 gQQ ur �
�0CDQ
d 622 0
drawing no.
W17-52
4,u
PRODUCT REVISED
e complying wM the FIcTido
Bus
lding Code
Acapweu No i pC�N1r
'FntiooDate ��Q' iEOf r�C' drawing no.
W17-52
-5.000-�j
094 � 0
TYP.
2.750 Ll__�_l
C
.125-.�1
Fd---4.031^+
1 i RAkiE HEAD/SILL/ LAME' --
1 RECT. OR SQUARE FRA\IFS
_I
094 50
- TYP.
2.750
T21�".031
-
FRAME HEAD/SILL/JAMB
CIRCULAR OR ANGLED FRAMES
4.799
1.653 094
TYP.
ANCHOR CHANNEL
CIRCULAR OR ANGLED FRAMES
;L-9 �.094 R.I
FLAT SNAP
5.000�
094 1.750
MODIFIED FRAME HEAD/SILL/JAMB
RECT. OR SQUARE FRAMES
ITEM NO.
PART NUMBER
QUANTITY
DESCRIPTION
ILATERTAL
MM /SUPPTJER/MAARES
1
19501
AS REGO.
FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES)
6083-TS
-
1.1
19501
AS REQO.
MODIFIED FRAME HEAD/SILL/JAMS (RECT. OR SQUARE FRAMES).
6083-TB
-
1A
19572
AS READ,
FRAME HEAD/SILL/JAMB (CIRCULAR OR ANGLED FRAMES)
6063-T6
I
19571
AS READ.
ANCHOR CHNINE_L (CIRCULAR OR ANGLED FRAMES)
6063-T6
2
19505
19502
10502
AS REDD.
FLAT SNAP
OD63-TS
-
3
3.1
AS REQO.
PS REOD.
FIN SNAP_ _ _ ---- _--- --. -
MODIFIED FIN SNAP
6063-T6
-
6063 T6
4
19503
AS READ. _
INTERIOR GLASS STOP (WI. GLASS)
6063-T6
-
4A
19504
AS REOD.
INTERIOR GLASS STOP (INSUL LAM. GLASS)
6063-T6
-
4B
19573 _
AS READ.
INTERIOR GLASS STOP (CURVED GLASS)
6063-T6
-
5
1SC0^e
AS REOD.
MULLION REINFORCING ~�
6063-T6
-
SA-
-19532
AS READ.
MULLION REINFORCING
STEEL
A36
6
_
131!s-
4/ LITE
INTERIOR GLAZING SPACER (OUROMETER 65t5) SHORE A
EPDM
-
7
L
8A
61C23w
-
-
4/ In
t/ ::TE_
EXTERIOR GLAZING SPACER (DUROMETER 80t5) SHORE A
SAMOPRENE
EPDM _
EPOM
-
UURCMETER 80+5 SHORE A
' S9TTIiw STACKS (L•'uY GLASS). AT 1/4 P01NT5
SETTING BLOCKS (!NSUL LAM. GLASS), AT 1/4 POINTS-
/LITE
DUROMETER BOt5 SHORE A
9
_
#12 X 2'
AS READ.
ASSEMBLY FASTENERS
ST. STEEL
PH SELF DRILLING
10
#6 X 1-5/6'
AS REQO.
GLASS STOP FASTENERS, AT 2-1/2- FROM ENDS & 13-1/2' O.C.
ST. STEEL
PH SELF DRILLING
11
19506
AS
DOOR MULLION
6063-T6
11A
19510_
_READ.
AS REQO.
_
DOOR MULLION REINFORCING
6053-T6
-
118
19526
AS READ.
_
DOOR MULLION REINFORCING u - -
6063-T6
1.521 1.125 I --- •166 1.223
.697
125
187
TYP.
.188 3.893 4.999 4.540
3.357 4.751 4.750
4.192 .125
L� L
.453
1.453
TYP .
125�3.s26 O MULLION REINF. O MULLION REINF. 11 DOOR MULLION 111
FIN SNAP 2.90s 2.185 124E j+
06� 062 I .062
M. TYP. I rn'P•
4.192 1.121 1.000 1.121 LOW .990 -�- -885
I_�.
2.863-�I 2.140__ R 1201 F�
094
INT. GLASS STOP INT. GLASS STOP INT. GLASS STOP
MODIFIED FIN SNAP 0 LAM. GLASS O INSUL LAM. CLASS 4s CURVED GLASS
DOOR MULLION REINF.
1.076
.183
4.549
.535
DOOR MULLION REINF.
PRODUCT REVISED
as maplytm with Elm FPu1da
Bui hn-- 171114.09
L
m
'11111111 TIIe1j7 � c
9' OF drawing no.
g; �tor�io��•�.` 4 W 17-52
l
�
�
._ : . a.•� . �,s
moDUCT __
JOINTS
13