HomeMy WebLinkAboutNOA; Series SS-3500 Aluminium Storefront SystemD 2v ~�� r7
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M IAM 1•pAD� MIAMI-DADS COUNTY
PRODUCT CONTROL,. SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, l oom 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) tiyiyw.tnianiidade.aov/economy
CGI Windows and Doors, Inc.
10100 NW.2511 Street
Miami, FL 33172
SCOPI.:
This NOA is being issued under the applicable rules and regulations govelning the .use of construction
materials. The documentation subnutted 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 (AIU).
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 AID (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 AIIJ 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
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SS-3500" Aluminum Storefront System — L.M.I.
APPROVAL DOCUMENT: 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, signed
and sealed by Javad Alnnad, P.1;., 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: E aeh unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RF.NE,WAL 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 elate 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 and renews NOA# 16-0505.04 and consists of this page 1 and evidence pages E-1, E-2
and B-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-1114.02
Expiration Date: January 17, 2023
Approval Date: December 28, 2017
j t Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer`s die drawings and sections.
(Submitted under NOA No. 124005. 01)
2. Drawing No. MD-3500-2-L1VI, 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. 'PESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Urii:(orm 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 F13C, 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, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA 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 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-7208, dated 01/04113, signed and. sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 12-1005. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC„ 5th
Edition (2014), dated 06/05/15 and 05/02/1.6, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E..
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami --Dade Department of Regulatory and Economic Resources (RER).
1♦'1,a111101 PC f .E.
Product Control i xa iner
NO, No. - 114.02
Expiration Date: Jaimary 17, 2023
Approval Date: December 28, 2017
1+; -1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. NIATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 1.4-0916.11 issued to Kuraray America, Inc. for their
"SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, 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 conformance, complying with FBC-5" Edition (2014), dated May
2, 2016, 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 Anthony .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 POT Industries, Inc. for their Series
"SS-3500" Aluminum Storefront System - L.M.Y. approved on 07/30/15 and expiring
on 01/17/18.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No W17-52, titled "SS-3500 Aluminum Storefiont 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, signed and sealed by Javad Ahrnad, P.E.
B. TEST'S
1. Test reports on, 1) Air Infiltration Test, per FB C, TAS 202-94
2) Unifonu 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-17-7007, dated 05/05/17, signed and sealed by Idalmis Ortega, P.E.
Manuel Pe ez, P.E.
Product Contr Exa iner
NOA N 114.02
Expiration Date: January17, 2023
Approval Date: December 28, 2017
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE': EVIDENCE SUBMITTED
C. CALCULATIONS
I. Anchor verification calcutations and structural analysis, based on current approval and
updated to comply with FBC 611' Edition (2017), dated 07/13/17, prepared by At
Farooq Corporation, signed and sewed by 3avad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miau1i-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No: 16-111.7.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19,
F. STATEMENTS
1. Statement letter of conformance, complying with FBC bth Edition (2017), and ofno
financial interest, dated -July 13, 2017, issued by Al Farooq Corporation, signed and sealed
by J'avad Ahrnad, P.E.
2. Letter from owner of existing NOA, dated Arne 30, 2017, stating that as the parent company
PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, lrty , and requests that
the current NOA issued to POT Industries, Inc. be rescinded, signed by A. Lynnri Miller, P.E.
Senior Code Compliance Engineer, Kff lndustries, Inc. -
3. Testing proposal #16-143412, issued. to CGI Windows and Doors, Inc. by the Product
Control Section, dated December 15, 2016, signed by Manuel Perez, P.E.
G. OT.B �'.RS
I.- Notice of Acceptance No. 16-0505.04, issi}ed to POT Industries, Inc. fba their Series
"SS-3500" Aluminum Storefront System - .L.M.I., approved on 06/02/16 and expiring
on 01/17/18.
scott archer studio; inc.
sustainable Architecture - bileriors -Planning - Consullintg
Review is for general contractor conformance with the
design concept and the contract documents. Any action
taken is subject to the requirements of the plans and
specifications. Contractor is responsible for verification
of all dimensions, fabrication, means and methods of
construction and coordination with all other trades.
Nothing markedon these drawings authorizes changes
in the construction cost or contracted time frame.
® NO EXCEPTION TAKEN
❑ REJECTED
DATE: 03.28.18
❑ REVIEW AS NOTED
RESUBMIT: ❑ YES
® NO
By: Archer
E-3
Mande! P rez, E.
Product Contro Exa . iner
NOA No. - 114.02
Expiration Date: January 17, 2023
Approval Date: December 28, 2017
WINDOW WALL SYSTEM WRH WINDOW INSERT
REINFORCING AS REDD. SEE SEPARATE NOA FOR WINDOW CAPACITY
SEE SHEET 4 LOWER RATING OF WINDOW OR
FOR CAPACITY ,'� -F WR[DOW 'NALL SYSTEM WILL CONTROL
/` 8 ------ 12 ��--^--
: /I I I t i
D.L OP
SEE SI
�3"
WIDTr1
SFRTF.S SS-3500
ALUMINUM STOREFRONT_ SYSTEM
SILL r
ANCHORS TYPE
A. A7, B, EllORC, Cl
�-3 OR 4
AT EACH SIDE OF MULLION
SEE SHEET 5
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5-1,1 EDITION)/'2017 (677-1 EDITION) FLORMA
BUILDING 000E INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & SUCK FASTENERS 13Y OTHERS, MUST BE
DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPUED 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. NCN-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STE_L/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 REVIENED BY BUILDING OFFICIAL
I �4
2�(1
1 II o�
tl V m
1 li taj a 0 �4
tl w!$ I
_DOOR MULLON ANCHORS
SEE SHEETS 6 & 7
A
B
O.L.
f :
OPG. WIDTH j
SE
SHEET 3
D
10
i
I
a
W�� U-
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N mWm
RN
/
I �
I
I
8
ANCHOR SPACING AT FRAME JAMBS
ANCHOR
WIDTH
'W UPTO.60" 1 WIDTH 'W' ABDVE 60"
TYPES
1 4 SHIM
3'B' SHIM
1 2 SHIM 1 4" Sil]A
3 6" SHIM } 12 SHIM
h
10-3 E
1 7-3 8
-
C
75-1 1
tl-3 16
Al13-1
2
70-7 4
B-T 4 9-3
7-1 2 5-3 4
B1
7fi"
14-3 4
1-1 4 9-3 4
C7
76"
}4-3 4
11-3 4 14-1 <
tp-1 i 6-1 2
11451RUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1 UtIIERMINE DESIGN WIND FRESSURE REQUIREMENTS BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING
APPUCAeLE ASCE 7 STANDARD.
STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD
CAPACITY.
STEP j 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 ZHARTS ON SHEET 5 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 ENT`.RE SYSTEM.
STEP s FOR SYSTEMS WITH WINDOW OR LOWER INSERTS LOWER.
DESIGN CAPACITY FROM STOREFRONT. WINDOW OR LOWER
WILL APPLY.
4" MAX.
HIFADj SILL
i
13" MAIL
HEAD
CORNERS
SILL
AY ITE_O.PENINGS
SINGLE
'O' PANEL!
OLD WIDTH = FRAME WIDTH - 5.50"
DLO HEIGHT = FRAME. HEIGHT - 5.50"
r
THIS SYSTEM IS RATED FOR LARGE & SHALL MISSILE IMPACT. �I�I
SHUTTERS ARE NOT REQUIRED. a
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• � \///���T��j�'�lG��`, sheet 1 of 15
C1/4° ANN. GLASS r1/4' HEAT STREWD GLASS /4" HEAT STREN'D GLASS i N
SIIJCON£ 090" Interlayer SILICONE 1 09D' Interlayer SILICONE 11` 090" Intetloyer
DOW CORN NO 995 SentryGlas DOW CORNNG 995 Trosifcl PVB DOW CORNING 995 f�'SentryGloa
DOW CORNING 983 ' I{ By 'Kuraray Americo, Inc: DOW CORNING 983 �By 'kuroroy Americc, Inc.' DOW CORNNG 983 i+ } By 'Ku raray America, Inc.' Z o m 3
DOW CORNING 7911 { DOW CORNING 7S1 DOW CORNING 791 1 11
GE 7700 GE 7700 GE 7700 1 � r1/4" ANN. GLASS � 1/4' HEAT STREN'D GLASS � 1 r1/4' HEAT STREN'0 GLASS
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r1/4" ANN. GLASS F1/4' HEAT STREt'0 GLASS r1/4" HE1T SREN'D GLASS 0 Q h.
}r }j tu
.09G" Interleyer 090" interloyer 090" InteAaycr n w
1 Sentr/Glas Trosifol PVB I SentryGlas o : E
�By 'Kurcray Americo, Inc.' r8y 'kuroray America, Inc: I
By 'Kuraroy Americo, Inc C V)
�i I —1/4- ANN. GLASS 1/4" FfEAT STREN'D GLASS {{ 1/4' HEAT STREW, CLASS z. D h� m
SIMONE 1 � SNCONE SILICONE { �' � N n e
DOW CDP.NING 995 1 ` ' r7/16" AIR SP.gCE IOW CORNING S95 I 7/16° AIR SPACE DOW CORNING 995 7/16° AIR SPACE � p r1 n
O01Y COP.NING 983 I I 00W CORNING 983 DOW CORNING 983 'p
Dow CORNING 791 \ 4 I 1/4- TEMP. GLASS DOW CORNING 791 1/4" TEMP. GLASS DOW CORNING 7911 1/4" T7NP. GLASS . a C 2 L N GE 7J00 ' 1 I r GE 7700� I GE 7700 ' r
m m 1 s m i 1 `a 11
z 1 IIII
y '4
d �
6
� u�!—��ZnP XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER o i
I \� OR ��L 3Y 'CARDINAL' ` 7 ' \ r' S STEEL BY 'CARDINAL' 0 1 ,' -9r. STF�7. BY 'CARDINAL' I of
COR
SA.- t�_OOURRASEAL BY 'OUANEX- 8A DU.4ASE4L BY 'OUANEX' 6A DUPASEAL BY 'OUANEW m
u \\ SW` \ / OR w �\ % 0R tv
�.i SUPER SPACER NXi BY 'OJANEX' .� / SUPER SPACER NXT BY 'OUANIX' ` .� SUPER SPACER NXT BY 'OUANEX 1
OR OR OR
KODtSPACE 4SG TPS KODISPACE hSG TFS KOOISPACE 4SG TIPS
BY 'KOMMERLINC' BY 'KOMMERLJ\G' 9Y 'KOMMERUNG' c v
GLASS TYPE 'D' GLASS TYPE 'E' GLOSS TYPE T o
�.
^ 1tit1Ll,r m g
GLAZING OPTIONS
'itGDt'L"CiEY15eD 0592
c comPt7ir.6 wiLh:he Fhaidz
ooiiCing Code
F�:cisgrnn
(i,♦-. OF � � � drawing ` no.
ByoRION
Mini Dew ttraa,ei / � \
GLASS LOAD CAPACITY - PSF
NOIGNAL DIMS.
GLASS TYPES
B' & W
GLASS TYPES
W & 'D'
GLASS TYPES
'C. & IF.
o.Lc. wni
o.Lo. KaGHT
Exr.(+) 44T.(-)
Ex1'.(+) ! w.(-)
EXI.(+)
INT.(-)
33-1/4."
35'
4s-t/a`
67"
51-1/4-
57-1 /4'
69-1/a"
54-1/2"
70.0 80.0
80.0 ! 80.0
90.0
120.0
MG 80.0
80.0 80.0
90.0
120.0
70.0 80.0
80.0 ao.0
90.0
120.0
67.5 ; 77.2
77.2 ! 77.2
86.5
115.8
62.2 E 71.1
71.1
1 71.1
a0.0
106.7
SE.O
64,0
.64.0
1 64.0
72.0
96.0
5E.0
64.0
64-0
64.0
72.0
96.0
33-1/4"
35•
45-1/4'
47'
51-1/4'
67-1/4'
69-1/4"
66-1/2"
70.0
80.0
80.0
80.0
90.0
120.0
70.0
80.0
80.0
80.0
90.0
1 10.0
70.0
Bo.O
80.0
MO
90.0
120.0
67.5
77.2
77.2
772
88.8
115.8
62.2
71.1
71.1
71.1
60.0
106.7
56.0
64.0
63.9
63.9
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"
7a-1/2'
t
70.0
80.0
80.0
80.0
90.0
{ 120.0
70.0
80.0
60.0
80.0
90.0
120.0
70.0
80.0
$0.0
80.0
90.0
' 120.0
67.5
77.2
77.2
77.2
90.0
115.8
62.2
71.1
71.1
71.1
90.0
! 100.0
-
-
-
-
90.0
I 100.0
-
-
-
75.0
I 83.3
33-1/4'
35'
45-1/4"
47"
57-1/4'
69-1/4'
!
70.0
80.0
a0.0
60.0
90.0
{ 120.0
70.o
80.0
80.0
80.0
90.0
120.0
70.0
80.0
80.0
80.0
90.0
;20.0
-
-
-
-
90.0
115.8
-
-
-
-
90.0
100.0
-
-
-
75.0
83.3
33-1/4'
35"
45-1/4"
47'
51-1/4"
102-1/2"
-
-
-
-
90.0
120.0
-
-
-
-
90.0
1204
-
-
-
-
9o.0
Izo.c
-
-
-
-
so.o
71sa
-
-
-
-
90.0
100.0
90.0
100.0
33-1/4'
35"
45-1/4•
51-1/4'
, 114-1/2"
-
-
-
90.0
120.0
-
-
-
-
90.0
-
-
-
90.0
120.0
90.0
100.0
-
-
-
-
90.0
100.0
90.0
100.0
33-7/4•
35"
45-1/4"
A-7
51-1/4"
57-1/4"
126-7/2"
-
-
90.0
120.0
-
-
- i -
SOX
120.0
-
-
- I
-
90.0
100.0
-
-
-
-
90.0 ' 100.0
-
-
-
-
90.0 100.0
-
-
-
-
82.9 I 92.1
33-1/4"
35'
45-1/4"
47'
51 -7/4"
138-1/2"
-
-
-
90.0 120.0
-
-
-
-
90.0 1E0.0
100.0
- -�
-
-
90.0 100.0
90.0 100.0
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NOTE:
GLASS CAPACMES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
GLASS {
PRODUCT RUVISM 1�= 0.` ,2
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neceot:,-ecc Li0
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drawing no.
W17-S2
IA6D CAPACITY - P5F
NOMINAL DIMS.
MCt.L10N '!xtl'
MUTIdON •M2'
MULLION 'M3'
NOTII;iAL DIMS.
MGLLION 'Ml'
HULTSON 'M.'�'
1nniTON •M3'
W10TH C'N1
FR.hVE JFJQHT
EM.(+)
1M.(-}
FM.C+)
IM.(-]
E7Cf,(+)IM.(-)
WroiFJ CY7j
RiAUE 6F]ONT
E7R.(+)
[MT.(-)
24'
30'
36"
37-3/4'
48'
49-3/4'
Be
60'
b0'
90.0
90.0
90.0
720:0
30.0 120.0
24"
30'
36'
37-3/4"
48"
49-3,/4-
Be
60"
120"
120.0120.0
90.0
90.0
90.0
120.0
a0.a ' 120.0
-
-
90.0
T20.a
90A
120,0
90.0
90.0
90,0
120.0
90.0 � 120.0
-
-
90.0
f 00.4
90.0
118.2
90.0
90.0
90.0
120.0
30.0 j 120.0
-
-
90A
95.8
90.0 113.7
90.0
90.0
90.0
720.0
30.0
: 720.0
-
753
753
89.4 84.a
90.0
90.0
90.0
120.0
30.0
720,0
-
-
72.7
72.7
863 $b3
90.0
90.D
90.0
120.D
30.0
17A.0
-
I -
6].D
67.0
79.5 79.5
90_D
9D.0
a0.0
120.0
90.0
720.0
-
� -
603
603
71.5
71.5
72'
90.0
90.0
30.0
120.0
90.0
120.0
24'
30'
3fi'
J7-3/4'
.48'
49-3/4"
59-15/16'
132"
683
� 683
68.3
6b3
24'
30'
36'
37-3/4"
48'
49-3/4'
54°
60"
72'
72'
I
i
9D.0
90,0
30.0
120.0
9D.0
120,0
683
683
683
68.3
9D.0
i 90.0
90.0
720.0
90.0
120.0
-
683
6S3
6&3
68.3
90.0
9D.0
90,0
720.0
80.0
120.0
-
-
68.3
68.3
683
68.3
90A
� 90.0
90.0
� 120.0
90.0
120.0
-
-
62.2
622
68.3
68.3
90.0
90.0
90,0
j 720.0
90.0
120.0
-
-
60.t 60.7
66.7
j 66.7
90.0
90.0
90.0
1120.0
80.0
120.0
-
553 553
87.a
? fi1.4
90.0
! 90.0
9D.0
4120.0
90.0
120.0
-
499 49S
55.3
j 553
62.6
j BZS
90.0
i 12a.0
90.0
720.0
24'
30'
36"
37-3/4'
48'
49-3/4-
I t44'
}
-
-
68.3 68.3
68.3
� 68.3
68.8
168.8
90.0
j 12D.0
90.0
� 120.0
-
-
88.3 168.3
68.J
68.3
24'
30"
36'
37-3/4"
i
90.0
� 90.0
90,0
1 720.0
90.0
� 120.0
-
-
68.3 ! 68.3
68.J
fib.3
90.0
90.0
90.0
720.0
90.0
120.0
-
6b.5 j 66.3
67.1
67.7
9D.0
9D.0
90.0
720.0
90.0
120.0
-
-
52.J 523
532
53.2
90.0
90.0
90.0
1 720.0
90.0
720.0
-
50.5 � 50.5
ad•
49-3/4'
Be
60'
72'
ba•
7a.a
74.9
so.o
72D.o
sD.o
72a.o
�
� 3 1 3
S'
� MVI.IdON `M1` MULLION 'M2` MULLION 'M3'
0 I� w-a ISa IN'•J i & PY4 I Ss I:f3 LY M'4 S7c IN"J S
- 4.3785 1.724 6I,U1IINIJM - 4,3t85 i.724 12.293 4.907
to STEEL 3.�782 7.465
�AT1J)J�i + 4 SIL % 7.9 74.405
�
lil
p
to
a
3
w
�
O]
_o
~
C
2
722
722
90.0
120.0
90,0
120.0
66.S
fi6.5
90.0
120.0
90.0
120.0
59.9
59.9
90.0
120.0
90.0
120.0
49.3
49.9
90.0
1025
90.0
120.0
24'
30'
3b'
37-3/4'
48'
49-3/4'
54'
60'
72"
46'
90.0
90.0.
30.0
112D.0
90.0
120-0
90.0
90A
30.0
j 120.0
9D.0
120.0
75.4
75.4
90.0
? 1Z0,0
90.D
120.0
71.9
71.9
90.0 .72D_O
j 90.0
:720.0
SS.S
Sb.S
90,0
; 117.7
90,0
720.0
S4.5
54,5
90.0
173.5
80.a
120.0
S0.3 1 50.3
90.0
104.6
90.0
120.0
90.0
94.1 '
116.3
%tl.5
78.5
57.0
2t•
30"
30"""
37-3/4"
49-3/4'
54"
6D'
72'
90.0 ! 90.p
30.0
120.0
120.o
67.1 67.1
90.0
120.0
MS'O..
120Ay
72.0 72.6
50.D ;
120.0
IZD.O
692 6S2
30.D
720.0
120.04857-3/4"54,aI54.490.01t3.5
120.0
S2.5 ' S2.5
90.p
t09.5
9Q.0
120.0
48.4 48.4
90.0
100.9
80.0
120,0
43.5 433
90.0
90.8
90.0
117.9
363 36.J
75.7
79.7
90.0
433
24'
30"
36'
J7-3/4"
46' 708"
49-3/a•
54"
SO• i
72'
- ! -
90.0
120.0
90.7
720.0
- -
90.0
127.0
90.0
120.D
-
90.0
120.0
90.0
12C.0
-
-
90.0
110.2
90.0
120.0
-
BD.O
93.0
90.0
112.E
-
-
89.7
69.7
90.D
108.6
d27
82.7
90.0
100.1
-
-
74.4 174.4
90.0 I
90.1
-
-
62.0
j 02.0
75.7 i
75.1
INTERMEDIATE
HORIZONTALS
�(OF710NAL)
n
Z m �,
p y a
a f ? n o
�i LL' O e U
u ItNYNVy LL
W
p a fl d~ i
Oft
N O1O LA III to:
a W,.1
(L Z N
J 3 o 4 I
WIDTH (W) .. W1 + W2 � £ k
AT FRAME MULLION 2
(� m
J 0,
O
G
n
L P
O w
f O 0 L k
h =
I O = f-4 o
3 j 3 NM n
O� m
J N
n 3 p o
O
N!U�-wi
Hf
of
ai I
Uf S
N
im
MULLIONS o 0
w ..
• I IIJII!!I] � c
a
PRODUCT REVISED
-crW G wish tea Fdotfam ` i• '9 �' _ ' r
1251
I'a,ild'mg Cole ! !li`i:0�
Ac¢pJOnee W ! 7. ti
y� :{� ' 7EOF /d1�C drawing ` no.
M' as,�`).. %;�,y^.' �� '3`. W17-52
sheet 4 of15
MDLIION DESIGN LOAD CAPACITY -PST ML°%LTOA' DESIGN
I
t
�
w1
w2
w7
CAPACITY - PEF
ANCHOR 71P=
ANCHOR TYPE 'A'
MVCHOR TYPE b'
ANCHOR TYPE 'C'
ANCHOR tYPE
ANCHOR TYPE 'A'
SC1C80R TYPE '8'
ANCHOR TTPE 'L'
911nt 9PALE
1/4' SIA7C. 51�1
1/4" MAX SitItd
1/}" 7dAC. SHBd
Slat( SPACE
1/{` NA1L SH6{
1/{' �7(- 8®'L
i/{° V"Y SHLTf
wlow (10 , c6ticnl Od
a ANceo�
a ANc6Das
� e arfatofis
a A'1w03S
a at;worrs
' e eNwotls
BIDDI (x9
Io+c1N R)
6 AxwoBs
a aNeoffi
s mwoAs
a ANCAD65
a ANwofts
a A6wons
I7(I.
IK. - err. -)
M. (•F}
err. -
W. (.+)
INT. -
fJCT. �+�
IM: -
InT. I-
E7IT_
aar. -
EKr, (t%
INT. -
FAT. (i�)
Qrr. -
EXi. �•�)
INC -
EXT. �4)
W.
EXT.
1Nr, -
24• I
30'
36" �
37-3/4'
4B" 60'
54" �
60" �
120.0
! 120.0
120.0
7zQ.D
120.0
120.0
2a•
30"
36•
37-3/4"
d8°
49-3/4'
54'
60`
120"
k
120.0
120.0
120.0
720.0
120.0
120.0
120,0 � 120.0
120.0
720.0
120.0
120,0
12C.0
120.0
1ZOA
120.0
720.0
120.0
120.0 I 120.0
720.0
120.0
720.0
120,0
109.0
120.0
120.0
120.0
120.0
120.0
120.0 120,0
120.0
120.0
720,0
1204
992
120.0
120.0
120A
120.0
120.0
120.0 120.0
720.0
120.0
12d0
120.0
78.0
10AQ
T065
120.0
117.3
� 1s"0.0
120.0 120.0
720.0
120.0
120.0
120.0
75.3
700.3
102.8
120.0
113.2
I t<"0,0
120.0 � 120.0
720.0
120.0
120.0
720.0
69.3
92.4
94.7
120.0
704.3
! 720.0
120.0 i 12D.0
720.0
120.0
120.0
1204
624
B32
852
173.6
93.8
120.0
72"
�
1C4.0
120.0
520.0
120.0
120.0
120.0
24'
30•
36'
37-3/t•
48'
49•-3/a"
54'
9-18/ i 6
�
I
i
132"
66.3
68.3
083
6B.3
68.3
68.3
24'
30"
36"
37-3/<'
49"
a9-3/4°
84"
I
j
!
i
77
120.0 120.0
]20.0
120.0
120.0
720.0
6B3
68.3
683
6H3'
fi8.3
68,3
520.0 520.0
720,0
120.0
120.0
120-0
68.3
68.3
683
fi83
68.3
� 683
120.0 � 120.0
720.0
120.0
12d0
720.0
6B3
68.3
68.1
68.3
68.3
883
120.0 720.0
720.0
120,0
120.0
720.0
683
68a
68.3
683
683
683
120.0 i 120.0
120.0
120.0
120.0
120A
683
66.3
6H.7
68.3
6&3
6H.3
120.0 � 120.0
120.0
120.0
120.0
T20A
63.0
68.3
683 �
6B3
68.3
683
115.6 120,0
120,0
120,0
I20.0
120,0
568
683
68.3
68.3
683
58.3
fi0"
72"
tG4.0
120.0
120.0
120.0
120.0
120.0
24'
30'
36"
37-,i/4'
48'
49-3/4'
144"
683
j 683
68,5
68.3
68.3
68.3
66.7 � 115.6
118.3
120.0
120.0
120.0
683
� 68.3
68.3
68.3
68.3 I
88.3
24"
30°
35"
37-3/4'
120.0 I 720.0
120.0
120.0
720.0
� 1204
683
fi8,3
68.3
68.3
68.3
68.3
120.0 � 120.0
120.0
120.0
120.0
� 120.0
683
683
68.3
68.3
663 �
6E.3
120.0 120.0
120.0
120.0
120.0
� 720.0
65.0
68.3
6B3
68,3
6H.3
68.3
120.0 � 720.0
120.0
120.0
120.0
� 120.0
62.7
68.3
fi8.3
683
66.3 I
68.3
F3•
a9-3/s'
54'
SO"
72'
89'
711.4
t2o.D
120.o
120.0
120.0
120.0
,
SEE SHEET
9 FOR
ANCHOR DESCRIPTION
107,5 � 120.0
120.0
120.0
120.0
120.0
94.0 120.0
120.0
120.0
120.0
I 120.0
89.1 118.9
120.0
72d0
120.0
120.0
74.3 99.0
101.4
12C.D
111,7
720.0
24•
W.
35`
37-3/4`
49'
=9-3/4'
54'
60'
7Z°
98'
120.0 120.0
720.0
120.0
720.0
120.0
120.0 720.0
120.0
120.0
720.0
120.0 520.0
120.0
' 120.0
120.0
720A
120,0 127.0
120.0
j 729.0
720.0
97,5 727.0
120.0'
j 120.0
20.0
720.7
94.1 727.0
! 120.0
I 120.0
i2O.D
120.0
80.7 115.6 176.3
j 120.0
:20.0 I
720.0
78.0 70+.0
106,5
120.0
7173 {
120.0
G5.0 86.7
86.8
118.3
97.8
L^0.0
24°
30`
3s7zo.o
37-3/4"
49`
49-3/4`
sa`
BO"
72"
108'
120.0 � 120.0
720.0
120,0
120.0 )
120,0
120.0 120.0
120.0
12ao
120.0 �
120,0
12010
120.0
120.0
120.0
110.2 72Q.0
720.0
120.0
520.0
120.0
86.7 775.6
578.3
12d0
720.0
120.0
83.6 t 111.5
111.2
IZaO
120.0
120.0
77.0 702.7
1os.z
12ao
11ss
120.o
69.J � 92 c
94.7
12a0
70F3
120.0
57.8 I 77.0
78.9
1052
B6.9
1t5.0
n
�n
Z 3
y� T J
h
Q in i
s
CON��',U
[] N
W WW
O tl n
C a C p4 eggm}77c ,
= O VINE m
Q U, N
O zNLL c
gg r
2 it -G¢a
O Qi w ONt rt �-
3
W
W
N
yq
m 0
z vi c
w I C)
a° v� `o a
o nO
c2 to
! F N o
N^ a
3
a tiny,
o Z:�
O�
i
I
7
m !
m
1
ANCHORS
IJ
C0L:PIyIma :7iRt tL R�3a - Lit;
s + .
^�ullyCalG., a ��I
�.1' zDuc° Q �Df dd d;Olvina no.
Tlwt, Dwc Rry ,ci Co'- �fAA ��F'1 ��` sheet S of 1S
Mlk7SON AVC30A LOAD CAPACITY - PSF MI%I.L70N ANCHOR LOAD
CAPACII'Y - PSF
ANCHOR i1PF
ANCHeffi
AKCHOBS
ANCHOR TYPES
8: 'Hi'
ANCHOR TYPES
'Al' & "H1'
ANCHOR TYPES
'Cl,
ANCHOR i1PE
A.VI:$OBS
'Al'
ANCHORS
ANCHOR TYPES
'Al, & 'B 1'
ANCHOR i'YPES
"A1' k"B1'
ANCHOR TYPES
Cl.
SHIN SPACE
1/4" hi4v.
Sam
1/4" MdY.
91TIDf
5/8" yyy. SHIM
1/Z" 3TA1C SH02
1/<" WAX.
SHDf
L/2" STAR.
513TM
SR9A SPACE
1/4° MA&
'aHAT
1/4" MA7C.
SHIM
3/8" MAi SHM
1/Z' MAX. SHSM
li S" M.
9BI5f
1/2" MAY.
5ffiM
WIDiH (W)
IFNCifI (U
b ARCHOICT
8 ANCBQES
� fi ANMDPS
B ANCHORS
6 ANmO)tS
B WCEDBS
6 AtiC801tS
6 ANCHORS
Wro1H h%
w� C)
6 ANCEQRS
b dNC8012S
6 A`ICHOBS
i 8 A'S'CHOffi
fi dNC803S
8 ANC80B5
8 AN�QPS
6 A1iCA0M
W. (+)
INT. -
IXI. (+)
1M. -1
EXT. (�-)
WT. -
EXT. (+)
W. -
EXT. (+)
INT. -
IXF. (+)
INT. -
IXf. (+)
INT. -
EXL {+)
INT. -
IXt. (+)
IM. -
IXf. (+)
tM. -
fXT. (+)
INT.
I W. (+)
INT. -
IXT. (+)
INf. -
EXT. (+)
4Vi. -
IXT. (+)
IM. -
EXT. (+)
INT. -
24•
30^
36'
37-3/4'
4b`
49-3/4'
54'
60•
60'
120.0
120.0
720.0
129.0
120.0
120.0
]20.0
720.0
24'
30•
36"
37-3/4"
4e'
49-3/4`
54`
60•
120'
120.0
120.0
120.0
120.0
129.0
120.0
120.0
120.D
120.0
120.0
720.0
120.0
120.0
120.0
120.0
120.0
120.0
uao
12o.0
120.0
98.7
120.0
120.0
120.0
120.0
120.0
120.0
729.0
120.0
120.0
120.0
120.0
120.0
120.0
104.4
120.0
822
109.7
120.0
120.0
120.0
120.0
120,0
120.0
120.0
120.0
120.0
120.e
120.0
720.0
99.6
120.0
78.4
10<.6
120.0
120.0
120.0
120.0
120.0
520.0
120.0
120.0
720.0
120.0
1029
720.0
78.3
704.4
61.7
822
120.0
11i.5
120.0
120.0
120.0
120.0
119.0
120�
120.0
120.0
99.3
156.4
75.6
100.8
59.5
79.3
720.0
107.6
120.0
120.0
120.0
120.0
109.7
120.0
120.0
120.0
97.5
707.2
69.6
92.8
54.8 73.1
120.0
99.7
_ 120.0
120.0
120.0
120.0
98.7
120.0
120.0
120.0
82.3
96.5
fi27
83.6
49.3 659
119.9
69.2
72`
120.0
120.0
104.4
120.0
822
109.7
720.0
120,0
24'
30"
35"
37-3/4•
48"
49-3/4"
34'
59-t 5/16
�
;
S
�
132'
66-3
68.3
69.3
66.3
88.3
88.3
6B3
68.3
24°
30'
36"
>7-3/4"
48'
49-3/4`
54"
!
I
72"
120.0
720.0
120.0
f20.0
120.0
120.0
120.9
120,0
120.0
120.0
120.9
68.3
68.3
69.3
663
68.3
68.3
66.3
68.3
120.0
120.0
120.0
120.0
120.9
120.0
68.3
68.3
G9,3
t 66.3
66.3
6E3
68S
66.3
720.0 _
120.0
120,0
720.0
120.0
720.0
120.0
120.0
fi83
68.3
fi9.3
68.3
68a j
68,3
88,3
68-3
120.0
120.0
120.0
720.0
120.0
I 120A
120.9
120.0
68.3
6a,3
66.3
i 68.3
56.1 !
fi83
65,3
66,3
120.0
120.0
120.0
120.0
720.0
1028
120.0
120.0 _
120.0
68.3
6&3
69.3
1 68.3
54.7
66.3
68.3
88.3
120.0
720.0
720.0
1 120.0
99.2
I 120.0
120.0
120.9
68.3
68.3
63.3
68.3
499
66.5
86.3
58.3
176.0
j 120.0
91.;
! 120.0
120.0
129.0
68.3
66.3
57.0
683
449
59.9
68.3
56.3
60"
72'
720.0
120.0
129.0
104.4
1 520.0
82.2
109.7
120.0
120.0
24°
68.3
68.3
63.3
68.3
b8.3
fi8.3
68.3
38.3
114.3
87.0
i 116.0
68.5
j 91.4
120.0
t2l).0
30`
68.3
88.3
66.3
68.3
68.3
66.3
68.3
58.3
24'
30'
35'
37-3/4'
as'
49-3/4'
54'
60'
72`
04"
120.0
120.0
120.0
120.0
120.0
120.0
7113
10&0
995
89.5
74.6
129.0
120,0
j 720.0
120,0
120.0
36"
68.3
88.3
68.3
68.3
6a.3
68.3
68.3
b8.3
720.0
120.0
j 120.0
E
! 120.0
120,0
120.0
720.0
120.0
J7-3/4"
48'
49-3/4' f
144•
683
58.3
66.3
68.3
65.4
68.3
68.3
68.3
120.0
120-0
7175
120.0
120.0
720.0
68..'.
68.3
65.3 t
68.3
51.4
68.3
68.3
68.3
120.0
_
120.0
! 120.0
1120
120.0
120.0
120.0
66.3
68.3
63.0 f
68,3
49.6
66.1
6813
68.3
12ao
120.0
j 12a.o
aH.7
117s
120,0
120.0
'
'
SEE SHEET 9 FOR ANCHOR DESCRIPT10tJ
+4�
st�;°�
/�
�RG71L'^..'I ?EV1SL1T r/�'
'35 CUMIQI'r1t12 R'liit 1LC
Guilaag Cede -
120.9
120A
120,0
120.0
85.0
113.4
120.0
120.0
120.0
120.0
78.3
104.;
120.0
120.0
717.6
120.0
118.4
99.5
70.5
94.0
120.0
120.0
98.0
174.9
58.7
78.3
120.0
108.2
24"
37-=_/<"120.01zo.o
ae"
49-3/4'
54"
60•
72"
96'
�
120.0
120.0
120.0
_120.0
720.0
120.0
176.0
10a.4
120.0120.9
120.0
120.C30•1z9.o120.0120.0120.0t2D.a129.a120.035
1zo.o1zD.ot2a.olo2H1zo.o1zo.otzo.a
E
sa.o !
72o.0
120.o
120.0
120,0
120.0 j
97.9
94.5
77.1
102.8
12G.0
120.0
120.0
129.0 j
7;.}
6H,5
99.2
12C.0
120.0
114.3
120.0 !
87,0 j
9 i.4
120.0
120.0
iC29
120.0
_
78.3 �
61.7
51.4
822
120.0
117.5
85.B
100.5
! 55.3
j 87.0
6&5
120.0
929
24•
Jo° I
36"
37-314'
48^
49-3/4"
54"
60"
72"
!
I
'
108'
120.0
720.0
I 120.0
j 120.0
120.0
I09.7
91,1
87.1
12a.D
7zli:o
tzo.o
120.0
120.0
12Q.0
i 120.0
! 120.0
tzo.o
tzo.o
120.0
720.0
j 116.0
I 129.0
720.0
716.2
120.0
720.0
120.0
120.9
710.7
j 129.0
120.0
720.0
714.3
720.0
87.0
116.0
_
58.5
66.1
609 �
_
91,4
86,2
81.2
73.1
b0,9
120.0
720.0
170.3
120.0
84.0
1120
120.0
719.5
701.5
119.7
77.4
103.2
120.0
110.7
91.5
107.2
69.0
929
54.H
45.7
76.2
89.3
58.0
77.4
1i0.9
82.6
i1 U
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r
!Z Cm �
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CE
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ix 0. i N^.�
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3
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3 L U
m v) - Y
ti
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O = Z _j N
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ft
i
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CHORS
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o
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iya'.. 7ATE F drawing no.
��la„lt���`` sheet5.lof15
1f112LI0N ANCHOR LOAD CAPACITI - PSP MaLT30N ANCHOR LOAD
DOOR MULLION DESIGN LOAD CAPACITY - PSF
NOMLNAL DIMR_
MULL 'DM1'
]TOLL 'DM2'
MULL 'DM3'
wiDTH Qx)
FANJE mww
EXr.(+)
NV-)
Exr.(T)
NT.(-)
IXf-(+)iir•ff.(-)
24,
30•
36'
37-3/4"
48'
49-3/4•
54'
60"
72•
ED"
-
90.0
90.0
90.0
120.0
90,0
? 120.0
90.0
90.D
SOX
120.0
90A
: 120.0
am
90.0
90A
( 120.0
90.0
120.0
90.0
90.0
90.0
1120.0
90.0
120.0
90.0
90.0
90.0
1120.0
90.0
120.0
90.0
90.0
90.0
1120.0
90.0
120.0
90.0
90.0
90.0
( 120.0
90.0
120.0
90.0
90.0
90.0
1120.0
90.0
120.0
31.7
61.7
90.0
j 120.0
90.0
120.0
24'
30'
35'
37-3/4"
48"
49-3/4"
54"
6O'
72•
84•
90,0
! 90.0
90.0
112C.0
90.0
120.0
90.0
90.0
90.0
! 120.0
90.0
120.0
90.0
90.0
90.0
1120.0
90.0
120.0
00.0
80.0
90.0
; 12C.0
90.0
120.0
90.0
90.0
00.0
12C.0
90.0
120.0
90.0
90.0
90.0
' 12C.0
90.0
120.0
90.0
90.0
90.0
12C.0
90.0
120.0
88.4
88.4
90.0
12C.0
90.0
12F0
73.7
73.7
90.0
116.6
90.0
120.0 1
24'
20,
38"
37-3/4
48"
49-3/4'
54'
EO"
72"
96"
90.0
90.0
90.0
120.0
90.0
120.0
90.0
90.0
90.0
12F6
90.0
120.0
90.0
90.0
90.0
12C.0
90.0
120:0
90.0
90-0
90.0
12F0
90.0
120.0
ON
81.5
90.0
120.0
90.0
120.0
78.7
78.7
90.0
120.0
90.0
120.0
72.5
725
90.0
115.7
90.0
120.0
652
j 652
90.0
1042
90.0
120.0
54.4
54.4
86.8
86.8
90.0
1100.6
24"
30"
36'
37-3/4"
48"
49-3/4'
C-4'
ED"
72'
97-3/4•
90.0 1
90.0
1 90.0
120.0.
90.0
` 120.0
90.0 I
00.0
1 90.0
120.0
90.0
! 120.0
90.0
9F0
90.0
120.0
90.0
i 120.0
90.0
90.0
00.0
( 120.0
90.0
1120.0
77.2 1
77.2
90.0 1
120.0
90.0
120.0
74.5
74.5
90.0 1120.0
90.0
120.0
68.7
i 68.7
90.0 % 111.3
90.0
120.0
61.8 161.E
1
90.0 ; 100.2
90.0
I16.1
51.5 i
51.5
83.5 555
90.0
96.7
24'
20'
36'
37-3/4'
48•
49-3/4"
54'
60,
72"
!
108'
90.0
I120-0
9DO
120.0
90.0
120.0
90.0
120.0
90.0
1 120.0
90.0
120.0
90.0
1200.
90.0
120.0
9D.D
tot.o
90.0 i
116.8
-
-
90.0
97.4
90.0 (119.7
-
-
89.8
89.8
90.0 1103.8
80.8
80.8
90.0
93.4
-
-
67.3
67Z
77.9 i
77.0
24'
30'
36'
37-3/4'
48'
49-3/4"
54'
EO"
120'
90.0
120.0
90.0 i
' 20.0
-
90A
170.0
90.0 i
120.0
-
-
90.0
107.1
90.0 1
i2CA
-
90.0
1022
90.0
-.179
-
Sao 180.3
90.0
92.8
-
-
77.5 E
77.5
89.5
89.5
-
-
71.4 1
71.4
al-5
82-5
-
-
64.3 j
64.3
74,2
74.2
W7 + W2
WIDTH (w) =
2
ANCHORS AT
DOOR MULLION
SEE SHE_I 5
/ 'CGI WINDOWS'
1 - ENTRANCE DOORS
I SEE SEPARATE NOA
11F
!I/
I p
PISPIsq"" 9 b
WIDTH (W) IZ + 42
/�
43f /t1 3 1, i it 117'
e
MTTU.TON 'DM1' MULU0N 'DM2' XULMON 'DM9'
a 9i"i 8x IN" 3 u N^4 SS lli3 Iz IN-4 Sz IN'3
5.580 L 2.60 10.7501 4.30 12-7591 5.10
3'
p/ 1
L
W2 W1
% WIDTH (w) m wi + W2
2
ANCHORS AT
U
' N
1
n
'CGI WINDOWS
0 H oni
FNIRANCE DOORS
tu If
IQCL
SEE SEPARATE NOA
2a
al
3
D.
{: 4cqLLI
N
O�
U�
IL �7
08
0nuia
Q C m o
da.co.1.
uj
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1�2w0SPJ
1}�
U I
z
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V1
O
0 n
O w v
o
W a�
47
'Q fn
Q FNp
4
I 0 tiM 41
g
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n
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J
DOOR MULLIONS
•� i
litlll; � �
N I
?AODilCT9�YISE r ` P6c
as cDw;7.'yin3 with We i?,pma
Sr-4ding Coda
17-1
E; imDa[e
� draxino no.
17
DOOR MULLION LOAD CAPACITY - PSF
D008 IMUDN LOAD CAPACITY - PSF
D'DENAL DM3.
WILL'DM2'
I MUU 'D6(3'
NOUINAL DDAS.
mm 'DMZ
MULL bM3'
1907H m)
"Mm
w.p111 i1'G)
INOMPS
RAZE 79100
INOI-u°
700A FD]G8T
6GNC
E?T.(i)
IM.(-)
EX6(4)
M(-)
W%TD 51)
�9e0x6
MC9E5
Nb69
13T{+)
WLC_)
EXf.(a)
PIt.S-)
78-3/4
2a
1O4
90
i
90.0
120.0
1 90.0
1120A
24
30
35
37-3/4
1 48
49-3/4
54
60
24
30
36
37-3/4
49
75-3/4 49-3/4
54
60
1 24
30
36
37-3/4
48
49-3/4
54
60
24
30
36
37-3/4
48
49-3/4
54
60
104
80
1
1
90.0
90.0
120.0
1=0
90.0
90.0
120.0
1120.0
30
90.0
1152
90.0
1120.0
36
37-3/4
90.0
10&5
90.0
90.0
12D.0
120.0
90.0
1175
90-0
120.0
00.0
106.6
90.0
00.0
115.3
103.1
90.0
90.0
120.0
(120.0
48
49-3/4
90.0
96.9
90.0
112.E
90.0
95.5
90.0
1109
DOA
102,1
90.0
111&5
54
90.0
920
90.0
1069
90A
9&2
90.0
1113.9
60
8T5
87.6
90.0
101E
00.0
93.1
00.0
1 in8,0
24 I
30
36
37-3/4 1 110
48
49-T/4 ;
54
60 176.4
goo
1063
90.0
12D.0
110
90.0
113A
90.0
120.0
".0
992
90.0
115s
SOX
106.3
904
120.0
90.0
94.0
90.0
1OL2
90.0
99.7
90.0
1T5.6
90.0
843
925
84.3
90.0
90.0
107.4
27.9
50.0
979
90.0
113,E
60.7
88.7
90.0
102.8
83.0
83.0
90.0
56.5
87.2
87.2
90.0
101-7
80.1
eal
76.4
90.0
B&7
93.1
B&7
8+.0
94.0
90.0
97.4
79.8
70.8
90.0
1 S26
2a
30
lid
911.0
932
90.0
1083
116
}
(
50.0
98.0
90.0
1113.6
e7.5
87.6
90.0
107.E
90.0
91.7
90.0
110&4
36
37-V4
827
813
82-7
813
DOM
90.0
1 95.0
: 94.5
E62
862
90.0
! 100.0
E4.8
84A
90.0
i 983
48
74.3
732
743
732
86.3 ( E8,3
85.0 j 0.0
77.0
77.0
893
89.3
L49-3/4
1 54
75.8
175.8
88.0
B8.0
70.7
70.7
82.1 821
73.1
( 73.1
84.8
84.8
60
67.4
67:4
78.3 783
59.6
B9.3
i 69.6
895
80.7
90.0
80.7
103.8
24
I 120
I
859
659
50.0 89.8
120
30
BOS
80.9
Sox 93.9
63.9
834
90.0
97.3
35
37-1/4
763
7&3
8&7 e8.7
79.0
77.6
79.0
77.6
90.0
90.0
91.6
90.1
75.1
79.1
873 973
48
48-3/4
6&7
67.7
68.7
67.7
792 79.8
78.5 1 786
70.7
69.6
67.1
70.7
69.6
67.1
eLO
80.7
77.9
92.0
80.7
54
6D
65.4
135+
7&0 76.0
.779
624
824
725 7L5
64.0
64.0
742
1 74.2
75-3/4
24
3o
104
84
i
?
I
I
90.0
80.0
720.0
17&H
90.0 1120.0
90.0Ti-
7{-3/4
24
30
194
1
96
0"
90.0
120.0
1120.0
9D.0
90.0
1720.0
120.0
35
DOM
111.5
90.0 112.0.0
30
90.0
90.0
120.0
S20A
90.0
90.0
12MO
T20.0
37-3/4
90.0
90.0
100.5
992
DOM 1120.0
90.0 i 1152
37-3/4
48
49-3/4
SB
49-3/4
90.0
110.2
90.0 1120.0
90.D
97.7
1 90.0 1113A
DOM
108.2
90.0 1120.0
54
90.0
B9.4
9a,1
89.4
40.0 1092
20.0 1103.8
54
60
90.0
703E
90.0
120.0
60
90.0
98.0
90.0
113.6
24
37
I'D
'
90.0
10&8
90.0 120.0
24
30
110
90.0
120.0
90A
120.0
90.0
90.0
101.9
95.9
80.0 118.4
50.0 1'13
90.0
90.0
112.4
108.0
90.0
DOM
120.0
120.0
36
37-3/4
1 35
; 37-3/4
48
90.0
94.3
90.0 109.4
DOM 1103.0
90.0
119.3
4e
a9-3/d
&5.7
es.7
90.D 00.5
00.0 i
927
90A
84.4
84,4
90.0 98.0
49-3/4 I
SG
90.0
87.6
91.1
87.6
90.0 !
90.0 1101.5
loas
54
81A
77.5
81.4
77.5
90.0 1 94.6
90.0 i VOM
60
fiC
63.0
90.0
113.0 1
1025
90.0 198.2
30.0
1E.8
24
I
!
11fi
120
90.0
94.7
Bo.O :110A
24
30
36
37-3/4 Ila
46
i 49-7j<
E 54
j 60
30
Gras
83.3
EE9
63.6
90.0 " 103.3
60.0 973
90.0
89.6
95.7
89.6
90,0.
90.0
1109
103.9
36
37-3/4
8L4 1
82.4
90.0
! 95.7
eel
E0.0
90.0
1020
48
? 49-3/4
70.1
{ 70.1
57.3
873
79.6
79.6
DOM
923
74.0
715
1 74.0
1715
e&D
83.0
e6.0
83.0
78.4
75.4
78.4
75.4
DOM
87.4
90.2
87.4
54
60
24
FT17
87.0
6&1
67.0
79.1
90,0
79.1
101.1
71.6
71.6
83.D
83A
I 24
30
1 36
37-3/4 120
48
49-3/4 t
54
fi0
90.0
86.8
92.9
E6.9
90.0
90.0 110-
107A
33
81E
81.6
90.0
95.0
36
37-3/4
772
772
89.6
119.6
BI.S
80.1
E1S
80.1
90.0
90.0
94S
928
75.9
69.3
75.9
693
88.1
BOS
88.1
180.5
4B
49-3/4
72.0
72.6
542
84.1
883
68.3
783
1 733
77.5
7TS
32.9
52.9
54
65A
65,9
76.6 i 76.6
689
E8,9
79.8
79.8
60
62.9
829
73.0 (73.0
65.5
15.5
75.8
759
NO. OF ANCHORS
AT DOOR MULUON
ANCHOR 1/4' 3/8' 1 2"
TYPES SKY. SHIM I SHIM
A 1 - 7 ---7
8 8 - I -
C S 7 /
Al 1
81 1 7 11 13
C1 I 6 8 9
DOOR MULLION LOAD CAPACITY - PST'
TOAON.IL DOM.
7dDII. 'DRIP
MTIL1, bM2'
MULL 'DMO'
Wmam IMF IFS)
NOTE MI
�Nom
EM.(+)
IINT.(-)
-(4)
OIL(_)
IXf.(a)
11M.1-)
24
30
35
75-3/4 W
bC
97-3/4
80
90.0
933
90.0
120.0
90.0
1120.0
872
87.2
SUM
12DA
90,0
1110.0
81.7
81.7
90.0
120.0
90.0
120.0
80.3
803
9D,0
120.0
90.0
120.0
7L7
72.7
90.0
114.2
90.0
120.0715
DOM
7123
909
20A71-5
1
88.9
a"
90.0tOH2
90.0
:20.0
65.4
65.4
90.0
1029
9D.0
1T&4
11 ' 17B
3 I 11 3 11 3 - 11
MULLION 'DM1' MULLION 'DM2'
Iz A^41$Y lif 3 I L8 IM'4 .SY IN'3
5.5E0 2.6C 10.750 430
'CC1 WINDOWS
ENTRANCE DOORS
SEE SE
FARATc NOA
S
I'
I
rt____ 7�1-\----- e
'
SSj
/ D
� Ill ➢ \ 4
rl
a / II � ➢ \ II
I
010 \h
n 0
W2 4
I
i� W1
S NO. OF ANCHORS
AT DOOR MULUON
,ANCHOR 1/4" 3/8" I1/2"
7'laE SriIM SHIM SHM
16 _1_
51 1 6 1 9 1 12
:=Rolwcr F=vtsu�
w x.�F;.Lr�11�Lt, tb6Fte:' `7➢�D
c�aldsl}CAde r �1,.(
,�ce0luna K+
MULLION 'DM3'
Lx IN-4 I SY Tt^3 'a
1127„ 9 T 5,10 Yi
�O;Q n
W
N r7
DOOR MLZLIONS
.0 13
SRt EC ¢ ��Lt7� l drawing no.
W 17-52
EDGE DIST. lay TYPICAL ANCHORS -DGE DIST. isy TYPICAL ANCHORS EDGE DIST. SEE .V
TYPICAL ANCHORS WOOD BUCKS �R SP C WOOD FUCKS F SPACING�� ��� � � n
FOR SPACE
IN6 °
_ •' ' O b A
cj
1p
1 I
I �O C, a V
N 3 �r nMA
N a w N V
M.
N'N aN O?Vjn
1 i W .•I II d \W CA I ' \ yWj Qi{,•
IL a
II II 4 •III I 4a q++ N tl U< w a
I it it liy I JI K I? D
I I. IS I II ail 17 I J cS m q
ai II � ! 1 Ill II li I I Q W 6i �•
C O .� •Q
.4
c i i3 i it CIRCULAR OR ANGLED FRAMES
!i II ! i99 I !II v N
� 2
I II t I N G
I i II I I
II 1 I I I p i
,I •I , 4 [I IF O W ti
W
w `✓' 3 W O 3 G
x `
(•'C o 3
' ''i ;� ji
it 14A
i 3 o N
t:
ao 1 v it I
J
n; it I i i AA
iii 4. li II i
WU
� 3 o t
it
`•J' 1' � \� W � I I Z \NiW ._a ... `,`���llL 1171 j1j`! �+C t
?RODUCTRaVSM f=d-J�2TYPICAL AnCN ..-ieY�;a z 9a
SEE J w / {,- . a OF rev` drowin no.
FOR SPACING •• WOOD BUCK Gv ✓ , ''•.; Q12'DE:•' .� `
> TYPICAL ANCHORS W17-52
EDGE DISi, SEE _LEV. EDGE GIST. M= a'.r^radldct obi \�i��j� ••y �����
FOR SPACING �� 111 1�I ������ ' sheet 8 of 1$
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
r
( TYPE 'A'-
1 /4' DIA ULTRACON BT( (Fu=177 KSI. Fy.1:5 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO 'WOOD (HEAD/JAMBS)
d
THRU 1BY BUCKS INTO CONIC. OR MASONRY
1-3/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
p
1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS)
'
DIRECTLY INTO MASONRY
z
1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS)
N
ANCHOR EDGE DISTANCES
X
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
t
INTO WOOD STRUCTURE = 1' MIN.
5
ANCHOR CL TO CIL, OI+TAN
INTO CONCRETE = 3" MIN.
,
INTO FILLED BLOCKS -MIN._ — _ — —
J
TYPE •B'-
1 /4' OIA ULTRACON 8Y 'ELCO' (Fu=1 R KSI, Fy=755 KSI)
DIRECTLY INTO CONCRETE
1-3/4' MIN. EMBED INTO CONCRETE (HEAD/S!LL/JAMBS)
ANCHOR EDGE DISTANCES
_
INTO CONCRETE = 2-1/2" MIN,
x
rn
ANCHOR CL TO CL DISTANCE
INTO CONCRETE = 3" MiN.
—
INTO FILLED BLOCKS - 4" MIN.
lIE 'C'-
T/4" DIA. TEKS OR SELE DRILLING SCRERS (GFADE 5 CRS)
INTO MIAMI-DADS COUNTY APPROVED MULLIONS
OR
o
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.i
(STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
t
ANCHOR EDGE DISTANCES
INTO METAL STRUCTURE = 1/2" MIN.
— —
— — —
J
WOOD AT HEAD OR JAMBS SG = OM MIN.
CONCRETE AT HEAD. SILL OR JAMBS fe = 3000 PSI MIN.
C-90 GROUT FILLED ED BLOCK AT JAMBS fm - 2000 PSI MIN.
MOO1' tll
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE •A1'-5/t 6l.DIA ULJRACON BY 'ELCO' (Fu-177 K_9, Fy-155 KSI)
—
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU lay OR 2BY BUCKS INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS)
DIRECTLY INTO MASONRY
1-3/4- MIN. EMBED INTO FILLED BLOCKS (JAMBS)
ANCHOR EDGE DICTANCF"S
INTO CONCRETE AND MASONRY - 2-1/2' MIN.
INTO WOOD STRUCTURE - 7-1/4" MIN.
ANCHOR GL 70 CL DIS--PANCE
INTO CONCRETE - 3" MIN.
• — INTO F[LLED BLOCKS - 51.11N._ — . — — , — .
J
�L
TYFE 'B7'-5/18" DIA ULTRACON BY 'ELCO(Fu-177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
I
ANCHOR EDGE DISTANCES
INTO CONCRETE = 2-1/2" MIN.
ANCHOR CL TO CL DISTANCE
INTO CONCRETE - 3" MIN.
INTO -III ED BLOCKS = 5" M.N. — — — —
TYPE 'C1'-5/16" DIA. TEKS OR SELF DRILLING SCRR'- (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES
(3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE
ALUMINUM: 1/5" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TC BE PLATED OR PAINTED)
ANCHOR EDGE DjSTANCES
I
INTO METAL STRUCTURE = 1/2" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS fe = 3000 PSI MIN.
C-90 GROUT FILLED BLACK AT JAMBS fm = 2000 PSI MIN.
X COUNTY APPROVED
& MULUON ANCHORS
LRATE NOA ,
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI'
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
rRODUCF ..•vTSEii
s c'mpi34r,2 wnh dh ficridz
Buik• -s c, 40'"7 111A —
FOR SPACING
'Etu
m
S k
D. `i G
A.
O W N M
N X
a n >• 4
0 �Nm
OWci
O?m
0ao4
g
IX LO w z'
0
1a�aY:
¢ Z.
�''••ti•�GEN' .,b. ,� i � a � o
• TA OF drawln no.
W17 —52
1/4- DW. SOLI WITH NUr U
AT 12" FROM ENDSt N
MAX. AND 24' O.C. MAX. 1/ - M I�
SHIM
SEE SHEET 1 U Cl r\ SEE SHEET 1 Z cci
2 4 4 l
m
g
N
uR o Q' 0 Q O
I L
WN
/ 5.
w°~
0 8
TYPICAL ANCHORS \ 1 i
SEE ELEV, i .._._.._. _.._._.._- ---___ SEE ELEV. a oa
FOR SPACINF _---..- ---- _ --: -��_. _ _ _ w: _.._. _�._..�.. ___.. __ _•_'--.._,,,....�._.�.. _-._ .=.,1 _ ._ _ _ _ _ - ! FOR S7AGNG O n• a fl R
f �
wodD a N Z o n:
SiRUCTUR w a
! kz4=�
t
�RXII:RFOR B W A f r' J
1 D.L OPC. 1 OL 'OPG.
FRAME WIDTH
1/2' MAX.
N
SHIM
1/2' MAX.
_ �j
- SEE SET 1 5 C SHIM
HEo 1. y, v
SEE SHEET 1 00
Es TYPICAL ANCHORS LEV. E! �'
w SEE f c
FOR SPACING O
i
04
- - -- •� IM 30�0
rrPICAL aNcncRs .. 1 I _ 1 j
SEE ELEV.� •� -
FOR SPACING
i
41,
. • i .. ��� - _ _ - - - - - j f 1 '�
i • J;0—m
.. i EXYBRTOR
.l \ 1By ` •f. _
wcoQ eucX
C
O
1/2' MAX.
SHIM
SEE SHEGI 1
y ' I
t
V NI O
�OtI I i I 'd O
it'
o
METAL f - - - - I - - - PROD[ICr REv'.SM No. `_u con �l.hdchFahcSTP.UCTURS _ _ _ _ _ _ - - - = fluiiuia$Codc 1 Irt¢. OZ S�� ��i
.. .. .. .. .. .: .. U
Ac4cpw—No !-1\'�
E�-ir�fo OF .•• t,T6` f drawing nc.
rATERIOR Ij 11 W W17-52
A.r, 'Dadc 1§oduct
SEE SEPARATE NOA FOR
DESIGN LOAD
�REINFORCINGCAPACfTf OF DOORS AND DOOR ANCHORS. ; O m m 1
SEE FOR A� � LOWER VALUES FROM DOORS NOA t. '21 1
KO OR STOREFRONT SYSTEM CAPACITY CHARTS l Q IL Q
a \\ Pt ITY
WILL APPLY TO ENTIRE SYSTEM. i p W N` m'89
-------------- a o
i 0 tiim
1 I i,n MIAMI—DADE COUNTY APPROVED v Q ti h
p LARGE MISSILE IMPACT RESISTANT TRANSOM 0 o
II II Qaq
I _1f�1 is Z O N
�LuD~ �i
mX
�zoSgI
'U tl
EXTERIOR —
V n
D.L OPG.
r C a
v� m
0 � n
EE O
O l-l
� c, n r
L " cN
3
li O =N o
z r,n rn
S ID C4 e
' � 3 r7 �
MIAMI—DARE COUNM APPROVED j 3
1 r LARGE MISSILE IMPACT RESISTANT DOOR
I I rG i n Q� v
U-�W
i D
I
EXTERIOR
a
D.L. OPG.
v
,y I
lao
``sty\1:llll.fll -.Cl
PRODUCT REVi9r.'9
-':mml>171t>aYillS the Fky.-Aa
Ocrildiog Co, 17-1114%0Z
.tce3::m::o na 'O
W 17-52
P::in.-ci a2<P:r!•.rct Cor. �i���°®,i�',�:9. �'�j���
• /�rll l l l l t>>t` sheet 1 T of 15
EDGE DISf. 8
.TYPICAL ANCHORSq� cU
EEv
SELN., I�
FOR SPACING \ I.
i p� eQ
i '' :a• Q LU
I w G W J
N
' Jc
j- �,mw Oriw'm
�!�`li w Cpzc"io
-"II
U)
Z.
� fl I! m a�
Z W ^ W
IIII i I o W a i
I IIII I s
I IIII I ! l IL
Wz- 0
HER---_ - --- -- -- o w—V�
,+ 0
filLff .�lI -_-
=3'—
11
�J v 3
1
�c
a
�i •jt iI � o�
i '•
I i m I
i:RODUCr REVISE)
St fgm�i"1Z N�iIiS 1EG:IC1d'J = � i1 � s
- aui[ding Coda — _ o +
aoecf?InnCciVo l —! if 41-.►�2 - •._ � �° 9 5
C•;p-vntios Daa �(�
s TECF.,Cy% drawing n0.
as •.
W 17---52
f illf Q?A(p ii l���� .,..t 12 of 15 :
FOR LOUVER FRAMES WITH INTERMEDIATE VERTICAL MULLIONS
lu
REFER TO APPLICABLE CHARTS ON SHEETS 3 & 4. ��N
I I
' I r
+z a m 3
b m
2
W N
I
I
FRAME HEAD/SILL/JAHB
R--Cr. OR SQUARE FRAMES
2.
�1 FRAME HEAD/SILL/JAMB
U CIRCJLAR OR ,ANGLED FRAMES
4,799
' W4
l.653 iYP
3_
ANCHOR CHANNEL
�� CIRCULAR OR ANGLED FRAMES
L-.094
.34a
�h-4.192�
FLAT SNAP
f----5.000--�I
094 0
TYP
MODIFIED FRAME HEAD/SILL/JAMB
RECT. OR SQUARE FRAMES
ITEM No.
PART NUIIBRR
QUA==
DESCRIPTION
MATRWa
MANF./SUPPUER/REM.SSKS
1
19501
AS REQD.
FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES)
6063-76
-
1.1
19501
AS REOD.
MODIFIED FRAME HEAD/SLL/JAMB (RECT. OR SQUARE FRAMES)
6063-T6
-
1A
19572
I AS REOD_
FRAME HEAD/SILL/JAMS (CIRCULAR OR ANGLED FRAMES)
6063-T6
-
1H
1G571
AS REOD.
ANCHOR CHANNEL (CIRCULAR OR ANGLED FRAMES)
6063-T6
-
2
19505
AS REOD.
FLAT SNAP
6063-T6
-
3
19502
AS READ.
FIN SNAP
6063-T6
-
3.1
19502
AS RE00.
MODIFIED FIN SNAP
6063-T6
-
4
19503
AS REOD.
INTMOR GLASS STOP (LAM. GLASS)
6063-i8
I -
4A
19504
AS REQD,
INTERIOR GLASS STOP (IISUL LAM. MASS)
6063-T6
-
48
19573
AS READ,
INTERIOR GLASS STOP (CURLED CUSS)
6063-TG
5
19509
AS REOD.
MULLION REINFORCING
6063 T6
-
SA
19532
AS REOD.
MULLION REINFORCING
STEEL
A36
6
13144
4/ LITE
INTERIOR GLAZING SPACER (OUROWER 65t5) SHORE A
EPDM
-
7
61823
4/ LITE
EXTERIOR GLAZING SPACER (DUROMETER 80t5) SHORE A
SAITfOPRENE
-
6
-
2/ LITE
SETTING BLOCKS (LAX GLASS), AT 1/4 POPTTS
EPOM
DUROMETER 80t5 SHORE A
8A
-
ff12 X 2'
2/ UTE
AS REOD.
SETTING BLOCKS (INSUL LAM. GLASS), AT 1/4 POINTS
EPOM
DUROMETER 80f5 SHORE A
9
ASSEMBLY FASTENERS
GLASS STOP FASTENERS, AT 2-1/2' FROM ENDS & 13-1/2' O.C. I
Si. STEEL
PH SE1F DRIUJNG
10
a6 % 1-5/6'
AS RE00.
ST. STEEL
PH SELF DRILLING
11
19506
AS REOD.
DOOR MULLION
6063-T6
-
11A
19510
AS R5QD,
DOOR MULiYJN REINFORCING
b063-T6
118
19528
AS READ.
DCOR MULLION REWFORCING -
6063-T6
-r 1.125 1.74s i .188 T?23 7
I
125
TYR
188 3.893 .4.999 4.540
4.750
4.192 f .126
Ir--Y�a53
0. T7. 1PL i
.125 %�•-. I MULLION REINF. MULLION REINF. !7t DOOR MULLION 11:
3.626
FIN SNAP ? 908 2.155 7,246
rC•62 iC62 r 062
TIP. I I iYP,
4.192 1 —T —L"
r
1.121 t.000 1.121 11.000 a90
1 �.3 2.863 2.140 �1-� �i 1.201 f-
094
TYP.
C1.521 '
.697
.187
i
3.357 4.751
MODIFIED FIN SNAP 101 INT. GLASS OP INT. GLASS 4A, INSUL LAM. CLASSP Q\ I CGRLED C SASSaP
DOOR MLILLICN REINF.
1.076 i
.183� IIIIII
I 4 54n
.5..5
T
DOOR MULLION REINF.
PRODUCT R-IV LSW
n �PIYL.'B wlla %IV Vllvr�,
nall,rms;Cr]o 17t11..O2
Ac.,.. No�--Lr1-��
QinGan D_ce y .e,.�u'
NIQ O
1
0
drowing no.
W17-52
�. NI
r
2 mm:3
\ \ CJ
c�i
\\\ \ Q w
FRAME TOP, CORNER \\ \\ \ C± o m
R o
0
WELDED JO1r5TS
z
�mm m
i i \ a•
I �Owa��
a w al
I I
Q �I
n
N
I
Irk
O L n
Y w� O W
W
to;s
Q x
C4.
'M T
3 �
0 AS
I N'
CIRCULAR OR ANGLED FRAME CORNERS
In ut"i C7 —
HORIZONTAL CORNER
i
v
EXT—RIORAku
t5;15C1 3+1+�
PIcJDUCF REVISED
'Plyi, c u e
s��vith thx: n[Fdi ,. h
FRAME SOTTO CORNER - Q°
Ns J7-1114_a2 I ; .- ,
St �,cce tynw
/:'-}1ir..liCal7ste � F :2a'' EQF •,�/� drawing no.
��-• - -� s
/� 3y �LLN;IG� �.,f�vn•'.�noaioa..� �o�� W 9 7-52