HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMFA . MIAMI.DADE COUNTY
EM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
DOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eav/ecoaomY
CGI Windows and Doors, Inc.
Miami,
, F 25'Street � � �
Miami, FL 33172
'hSt
SCOPE;
This NOA is being issued under the applicable rules and regulations governing the use of c Pctioyn
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 (AIIJ).
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
Code, including the High Velocity Hurricane Zone. -
APPROVAL DOCUMENT: Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube
Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with
the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section.
LABELING: Each 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.
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.
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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
T. LU' C E/C"A?L G DIVISION NOA No.16-0218.04
MIAMFDADE COUNTY R VED VFOR C3 LIANCE Expiration Date: May 26, 2021
ffz' ' �I WLD IRLY Approval Date: April21, 2016
A Page 1
PLANSAMPERMITMUSTBEKzPf ON JOB
OR NO INSPECTION VYILL B9 SIADE.
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7300JI1titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets
1 through 25 of 25, dated 08/29/11, with revision B, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.
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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/29111, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5t6 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic'Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
ManuelPer P.E.,
Product Control Ekar finer
NOA No.16-021&04
Expiration Date: May 26, 2021
Approval Date: April 21,2016
}
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Private Labeling Agreement document in conformance to Product Control guidelines
dated 02/15/16 signed by Mario Feriucci 111.
G. OTHERS
1. None.
E-2
Manue Pere
ProduetControll aad
r
NOA No.16-0218.04
Expiration Date: May 26, 2021
Approval Date: April 21, 2016
SUITABLE FOR ALL LOCATIONS RE(---., JNI
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE
MULLIONS
OPENING
WIDTH FOR VERTICAL MULL
/ --� SEE O_TMLs
;Ls
A ;
SHEETS23
SEE DETAILS /
A THRU G;
SHEETS23
VERT.
MULL
LENGTH
1 —HORIZONTAL
F MULL
LENGTH
/ SEE DETAILS
A-D,G,H;
SHEETS23
HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL
-i LENGTH r
P
� F
OPEN
HEIGHT
MULL
LENGTH
[---OPENING WIDTH—j
SINGLE MULLION SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
(, 2RALNOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCI
FENESTRATION PRODUCT INSTALLATION. TYPICAL APF
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL T
ARCHESTO BE
INSCRIBED INSIDE
HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT
RECTANGULAR
NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP.
SHAPE
II
SEEDET;
SHEET /
1 GHEETS23
nPF
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DE
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO E
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATIOI
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RE!
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TW
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMF
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING T
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATIOI
HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES
FOR
HORIZONTAL
SEE DETAIL E.
SHEET3
FENESTRATION
PRODUCTS MAY
BEOFANYTYPE.
MUST BE
MANUFACTURED
BYCGI.
—HORIZ. MULL LENGTH—y
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BF
BE ANCHORED PROPERLY TO TRANSFER LOADS TO TI
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIM
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTFL
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TES -
CODE, AND ARE APPROVED FOR IMPACT AND NON-IMI
CGI-APPROVED FENESTRATION PRODUCTS HAVING Cl
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE H\
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED A
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPU
F
OPENING
HEIGHT
FOR
HORIZ.L �' �/ VE
MULL MULL
LENGTH
OPENINGWIDTH
FORVERTICALMULL
OPENING WIDTH
FOR VERTICAL MULL
STANDARDS USED:
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
*ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2010
• AISI-S100-07/S2-2010
MULTIPLE MULLIONS
1) DETERMINE THE DESIGN PRESSURE REQUIRI
2) CHOOSE A MULLION TYPE THAT WILL FIT THE
3) REFER TO SHEET 25 TO DETERMINE IF THE %
4) FIND THE CHOSEN MULLION'S MULLION CAPA
THE MULLION TYPE, LENGTH AND OPENING WIC
MULLION CAPACITY (LBSIFT') OBTAINED SHALL
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) AB(
REPRESENTS THE WINDLOAD TRANSFERRED T
6) FROM THE ANCHOR CAPACITY (LBS) TABLE (
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN I
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBS/FTC OBTAINE
OPENING, YOU MAY USE THE "ANCHOR CAPAC
VALUE LOWER ANCHOR CAPACITY OPTION M
8) VERIFY THE DESIGN PRESSURE RATING (LBE
CAPACITY (LBS/FT-) OBTAINED FOR THE MULLI(
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUE
DETAIL A: MULLION
MULLION TO 2X WOOD BUCK MU
OR WOOD FRAMING WO
(OFFSET CLIP SHOWN) (51
' I SEESHEETS
21-23 FOR HOLE
E
.e .a LOCATIONS
EDGE e° DISTANCE IFORWOOD
d <SCREWS
d 25T MAX FOR
a v ALL MULLIONS
4
4
C C
° d a
a d
n ° ° EXTE
4.
e °
a q
a °
� a
TH£OFFSE7CLIP IS
RECOMMENDED FOR
° FIN-FRAMED
EXTERIOR WINDOWS, BUT
MAY
ALSOBEUSEDFOR
OTHER FRAME TYPES.
TYP.ANCHOR
TYP. ANCHOR PER SUBSTRATE.
PER SUBSTRATE, SEE TABLES 1B-TSB
SEE TABLES 1B-16B EDGEIEND
DISTANCE
SEE TABLES
3EDMENf
BUCKSTRIP 18-168
AND
_ ATTACHMENF
-
• • � - - SEE NOTE 1,
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IB BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAILC, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1I4" S.S. AGGREGATOR MASONRY ANCHORS.
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRYSTRUCTURE
(STANDARD CLIP SHOWN)
EITHER THE
STANDARD OR
OFFSET MULL
CUP MAYBE
INSTALLED BY
THIS METHDD.
a
EXTERIOR
°e
EDGE DISTANCE
FOR MASONRY
ANCHORS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES iB-13B
ATTACHMENT
BY OTHERS,
SEENOTEI.
SHEET 1.
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
TYP. ANCHOR
-PER SUBSTRATE,
SEE TABLES IB-13B
EDGE DISTANCE
FORMASONRY
n
°
a
THE OFFSET CLIP IS
RECOMMENDED FOR
° FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-1313
P p
EDGE
- DISTAF
SEE TA
MIN 2.7 KSI CONCRETE OR CMU 113-13B
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
EXTE
EXTERIOR
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEEDETA
SHEETS 2
TOSPECII
TYP.P
INTO WOOD. STEEL.
ALUM. CMU OR MASONRY
m
EDGE
DISTANCE
PERANGHOR
NOTES FOR INSTALLATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.25" X 2.11" X.125° MULLION.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CUP IS NOT SUITABLE FORTHIS APPLICATION.
DETAIL G.
ANGLE MULLION CLIP
(ANGLE CLIP)
(ABLE 1A
.w 80 in TON 80N I e0ln ' 1001n
Ix2xA25
;Iurm'rube
Mullion
d
8
%4Its
s
-5
42 N
111.9
408
129.6
332
23.2
408
1165
325
461,
74.9
312
83.6
258
82.4
312
73A
262
60.6251n
63.9
281
7D.6
234
63.2
281
61.5
228
r g{ N
528
247
57.5
207
43.9
247
49.8
202
e 60N
38.4
200
41.2
170
32.0
200
35.4
i66
J
63..
33.1
181
35.3
155
27.6
101
30.3
162
$ 86N
28.8
165
30.8
142
2{.0
185
26.1
139
72N
22.2
138
23.3
120
18.5
139
18.8
118
76 N
16.0
125
10.7
109
15.7
125
16.8
107
781A
11.5
11D
18.2
104
_Loading Load110 Lowing Loafing
o
asI!ga- g
79.9 408 107.8 321 69.9 408 104.4 319
63.6 317 67.0 Au 48.0 312 63.2 246
45.6 2D1 55.7 27A 39.9 2D1 52.1 222
37.B 247 44.6 189 32.8 2A7 41.5 196
27.4 200 31.5 183 24.0 200 28.9 150
23.T 1B1 28.9 149 28.T 191 24.5 148
20.8 165 23.1 136 18.0 165 21.0 134
16.9 139 17.6 118
Loaft
Loafing
LasdNg
LCe<
�1
8 �
3
Em
a
dF
62.1
408
104.0
31g
65.0
408
104.0
41.6
312
61.3
244
.1"'312
61.0
WW50A
W247
9
4
SahsIMta
n.,.
'W10'Eko
114'SS Eko
-
5/16
pncharTYPg
3116'Efco
Utlrecan
1/4'Ebo
Uleecm
N8e<on
3118-E�o
UlBacon
1/4'Eko
UlOacon
AgOreGelaU01
Anchar Clip Patterns3.
2.1R'
3•il8'
1'
2.12
1'
2-1rY
Edge oisWaae(In):
1'
2.12
1'
2'
1.1(4
1-t!{'
1-1(4'
1.
Embednent Ml
1-14'
13M•
1-314
450
1-314'
Ns
1644 Ns
2101he
2801hs
3541hs
7401hs
1 3741he
I 68
2Anohors (� 4.75' MN. O.C. I SNMerd ar Offset CIIP (Fq. 1
3801hs
WA
WA
WA
1
4 Ancirore®1.1Y Min. O.C.I tandmd(m Offset) Clip(Fig-21
4802�s
7001bs
WA
WA
WA
WA
5101hs
5601bs
WA
780A
748 Ibs
88
Anchore 9 3' Min O.O. I (2) 2x5 Angle Cops I ft. 3k
780 �
780 �
880 �
15501hs
1B961W
WA
WA
1 1
4
/
2 Anchors ® 0.45' him. O.C. UCIIP,» -125 Alms. SET 41:
WA
WA
WA
WA
Wq
8221bs
Nlq
135Ihs
WA
14016s
177 Ns
1
970bs
1B716s
33
1 Anchor/ F4XiP lFb.5):
iB5 Ws
195 9n
2251hs
4451hs
WA
WA
WA
MM
nN
A/ARIA
2Anchors®1.15'Mm.O.OJF•CIIP(I8.6):
i wa�ri
drunRVAI
III
AATHE
STANDARD
CLIP.
NOTE: FORT
._.-..._._._._-
FIGURE 1: FIGURE 2:
• 0
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
Nee ff:;:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE T
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH(
2) LINEAR INTERPOLATION BETWEEN MULL LENGTH:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT T(
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIN
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE U
4) SUBSTRATES: CONCRETE SHALL CONFORM TO A(
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUh
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 Af
LEAST .125° THICK AND A36. ALL ANCHORS INTO ME-
THE MATERIAL #10 & 012 ANCHORS INTO WOOD MA
i
TABLE 2A
Mullion Ca ac Table Ibalftz
Opening Width (forverd Ilyspennlrg
mUllons) or Opening Height (for horizontally
50In
601n
701n
801n
I In I
10DIn
Reolenguw
Tleprrdang.
ReclangMer
TmpRdarg.
Reolergular
TraprTdang.
Reoteroder
rraWdarg.
ReclengUlar
Trapmlang,
Rectangular I
Tmpr
1 7L 21t
Loading I
Loacli g
Loading
Loading
Loafing
Loading
Loading
Leading
Loading
Loading
Ong
Las
.375
Alum. Tube
Mullion
�
k
-f_
%
p
y
Is 5yg
421n
170.0
620
170.0
435
151.1
612
170.0
478
129.7
682
17Q0
506
1135
6B2
169.5
518
100.9
W2
168.9
617
90.8
602
168.9
481n
121.8
607
136.0
479
101.4
507
11&2
410
6&9
W7
10B.1
403
76.0
607
1026
399
87.8
6W
89.6
397
60.8
507
99.0
60 mIn
1017
466
1 114.6
379
86.4
450
99.9
1 371
74.1
456
90.8
364
I 64.8
4W
84.6
380
57.6
456
1 81.3
3W
61.8
456
60.0
541n
&5.4
400
03.3
336
71.2
400
ea9
328
61.0
400
72.7
322
53.4
400
67.3
318
47.5
400
64.0
315
42-7
400
623
We
276
51.9
324
57.5
270
44.6
324
51.2
204
3&9
34.6
324
43.0
257
31.1
324
42.0
601n
623
324
fm
e
631n
5&8
284
57.4
252
44.8
49.2
248
38.4
294
43.6
241
33.6
7
29.9
294
37.1
234
26.9
294
352
681n
46.8
268
48.8
230
38.0
268
424
225
33.4
288
37.5
221
29,2
8
2&0
268
31.6
215
2&4
268
29.8
721n
36.0
22b
37.9
186
30.0
225
32.2
781
25.7
225
28.4
188
22.6
N46.92600
5
20.0
225
23.5
182
1&0
225
221
76 in
30.8
202
32.0
177
25.6
202
27.2
173
21.9
202
23-9
170
19.2
7
17.0
202
19.7
185
15.3
202
18.4
78 In
2&3
192
29.6
168
23.6
192
2&1
165
20.2
192
22.0
162
17.7
9
15.7
192
18.1
157
14.2
192
1118
90In
I&B
144
19.0
128
1 15.4
1 144
16.1
129
96 In
15.2
127
16.6
113
TABLE 2B
Anchor
Ca
ac1tv Table Ibs
2.7k rAmmte
3.5k Cono.
H~ CMU
fw Ullmson
MTypm3/16-
1/4°Elco Ulkewn
511W Moo
unmaon
3/16' Elco Uamcan
114ElcoUllmoonAnchorCllpPattema
1/4' SS Eloo
ApeneGala
511E
mu
Edga2-1r2'
r
avr
3-1/8'
1'
2•11r
1•
2•trr
2•
3.
Em1.314'
t-14'
r
1.114'
1-1/4'
1.114'
1.114'
1-114'
1•
2 Anabom ®4.75' Mm. O.C. / SlendeN or 008e1 tlFlp.1):
3901bs
390 Iha
B90 nu
1844 Ibs
2701bs
280 au
3511bs
7401ba
374 Ibs
88
4 Anolwm (R 1.16' Mkr. O.C. / Standard (ar ORae() Cl:ip (Flg. 2Y
4801bs
700IbsWA
WA
WA
3801bs
WA
NIA
WA
I
4 Arrchom 3' min. (2) 2[5Argle tllDs / (Fq.3k
T80Ibs
70e lbs
M
15W rbs
iB98 @s
5401bs
6601bs
WA
7801bs
7481bs
88
2 Anctwm ®OA5' Min. O.C. / UCJID, into .125' Alum. lFq. 4k
WA
WA
WA
WA
WA
WA
WA
WA
WA
1
1 Anctux/F-dlp lFq.5G
1B5I05
195 Pos
4451hB221ba
1350q740
{bs
17TIbs
37016s
1871bs
3;2
Anchors Li41.15-Min. O.CJ FCIiD (Fig. et
2401b9
350 @sWA
NIA
WA
1901bs
WA
NIA
WA
I
NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TAi
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOE
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS /
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT T01
• •
•
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIME
•
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LO(
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A:
FIGURE 41
FIGURE 6- FIGURE 6:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMIP
•
THICK STEEL STUDS
THIE
THE MATERIAL. # 0 & #12 ANCHORS ITO WOOD MAY
z
Mull
Length
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Require Capacity
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if
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C
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Mahan Capacity
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m
g
m
Capacity
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j 1 y C m"i O m "i N -milmn p
ry
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e
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e
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n+l
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3
m
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o
MAW Capacity
m
m n C N r n p-n 0 Z D m0 :ii
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m
e
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g
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Required (IDs)
8
S
Q 1 Z rD-
Q O m 8 O O 0 3= m
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o
0
o
MdAan Capacity
�3�.'i rfenv� �i �m N
-L'-!g_$ru
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u
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+
m
o
m
m
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e
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(IasNYl)
ABLE 4A
- - Opening Wtath (1orvemcalT-spamM
m181ons) or Upenmg nelgn4 gur nonmmanry
501n
601n
70 in
80 in
90 in
100In
1X2.76X
Rectangular
Lmft
7fWfflamg.
Loodng
Rectanguar
Loafing
TWpmlaNg.
Loading
Rectangukr
Loadrg
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Loafing
ReGangldar
Loading I
Trapfniong.
Loafing
Rectangular
Loading
TaplTfang.
Loader I
Raclarg iar
LoaQng
Trep7
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Tuba
Mullion
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421.
170.0
820
170.0
435
170.0
744
170.0
478
170.0
888--Ti-70.0
508
170.0
982
170.0
Me
170.0
Ills
170.0
521 1
V0.0
12401
170.0
48 in
170.0
708
170.1
524
170.0
850
170.0
5"
70.0
992
170.0
630
170.0
1133
170.0
661
W0.0
1275
170.0
On
170.0
1417
170.0
50.6251n
170.0
747
170.0
587
170.0
am
170.0
831
.1
170.0
1048
170.0
684
170.0
1195
170.0
723
162,E
1286
170.0
747
148.3
1288
I70.0
541n
170.0
797
VD-0
612
170.0
056
170.0
691
170.0
1t18
170.0
754
750.T
1130
170.0
803
133.9
1130
170.0
837
120.E
1130
170.0
80 In
170.0
885
770.0
701
148.5
915
1823
761
125.5
M5
144.5
746
709.9
916
1323
735
Bb8
916
123.8
728
8T.9
015
110.5
631n
151.8
830
181.9
71D
128.5
830
138.9
BW
108.5
830
1 1232
881
94.9
B30
112.2
670
84A
83D
104.E
882
75.8
830
99.4
881n
1327
757
14D.0
850
1 f 0.0
757
119.8
036
04.3
757
105.9
624
82.5
767
66.1
614
73.4
767
89.1
806
88.0
757
84.2
0
J
721n
101.7
838
108.8
552
84.8
838
91.0
540
727
1 836
80.1
530
83.8
838
722
52t
58.5
838
68.5
574
50.8
83B
82.7
78In
88.5
671
80.4
498
72.7
571
78.8
48B
8 .
571
87.4
479
6/.1
571
80.8
471
48.0
571
55.5
484
43.2
571
61.8
781n
80.0
542
83.4r47
88.7
512
70,8
485
57.1
542
82,1
456
50.0
542
55.7
41B
44.4
542
57.0
442
40.0
542
47.5
go in
52.1
407
53.7
43.4
47
45.4
355
372
407
30.0
349
32.5
407
36.3
343
28.0
407
32.1
338
28.0
407
20.6
981n
42.9
358
M.1
35.6
358
37.2
314
30.7
358
32A
300
28.8
358
28.8
304
23.0
35a
26A
30D
21.5
358
24.0
1081n
30.8
25.1
283
25.0
251
21.5
283
22.5
247
18.8
283
19.9
2"
16.7
283
18.0
240
15,1
283
18.5
111 1n
a
28.3
23.1
2B7
23.8
238
19.8
267
20.6
235
17.3
287
18.3
231
15.4
287
16 5
228
120In
71.3
208
18.3
22B
16.8
205
15.7
229
16.2
202
TABLE Q
An
orGupacllv
Nagle llubi
Substrate:
2.7k C mte
3.5k 011m.
NOV" OMU
AnGwrrype:
311G Eko Ulbecon
114• Eko Ullracan
5118' Eloo
Winston
3118' Eko Ultreeon
1f4' Eko Ulbacan
114' as Eko
AggreGala
5111
1
i
AnchorClip Patteme
Edge Distance enY
17
2-12'
1'
2.1R•
3Ilir
1'
2-11Y'
V
2-1W
2'
3
EmhMmenl Ink
1-3f4-
1.0/4'
1-314'
1-N4-
2'
1-114'
1-U4'
1.1/4'
1.114•
1414•
1
2An4hoW 4e 4.75' Mln. O.C. / 81eMard or Onset Clip (Fig. i):
4 Andras 1.15' Mtn. O.C. / standard (or Offset) Clip (Fig. 2)
Anclurs3' Min O.C. / R}2a5 Angle Cops 1(Fg. 3):
2 Amhom C 0.45' MM. O.C. / uC11p, Into .125' Alum. (Ffg. 4}:
1 Anchor/FCOp(Fig. 5l
3901bs
4808a
780IN
WA
195IN
3901bs
70016e
IN IN
WA
1B5m
450 Ws
WA
6B0 ms
WA
225 ks
89016s
WA
1500IN
WA
4451bs
1644 Ns
WA
1898IN
WA
8221bs
2701bs
WA
540IN
WA
135IN
901bs
380165
580IN
WAWA
14011's
354 lbs
WA
WA
177 IN
740 PA
WAEWA4
760 INbs
WA
3701bs
3741b5
1811bs
el
81
3
2ANmhom @ 1.1V Min. 0.01 FCIip (Fig. fit:
240 Ibs
3601bs
WA
WA
WA
WA
1901bs
WA
WA
WA
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S 1ANDARU ULly. CIRCLED VAL(
FIGURE 1: FIGURE 2:
FIGURE 3:
re - 0 :1
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
M18 UF 0 -
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TAI
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOE
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS 7
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIME
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LO(
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A:
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMR
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ANE
LEAST .125' THICK AND A36. ALL ANCHORS INTO META
THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY I
z
-I
Mull
Length
1 e
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m
y
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N
9
T 1
3 a
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$
5
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a
s
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re
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m
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S
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S
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m
5
5
c c
=
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R
o
S
S
S
S
S
S
3
H.
MNDion Capacity
$
ON
N
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V'+
N
m
O
N
N
m
O
O
O
O
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1'R4I""/
a
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=
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T
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n
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c
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ro
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o
e
m
o
0
o
m
Capacity
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mern
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d
is
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0
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Anchor Capacity
o
ry
a
^q
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C
f
R
13
E
m
m
V
W
P
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N
E
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v
w
;;
O
v
+'i
:i
:i
MOIIIOII Cape
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fq
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N
T
T
j
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2
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m
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m
b
y
mil
�i
m
TQ�+
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N
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m
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Obs)
st
N?AWI
+
+sY+
..•
Mullion Capacity
m • Z
OZAm
.°1
37
it
tx°
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,:
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m
e
=
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Anchor Capacity
e
6
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Q1
m
•nN'
Required Qbs)o
D
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+
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q
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V
fY
N+
V+
V
=r
munionn capacity
^bs/io�
m
Z
D
1C
ft
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=
iii
m
$
m
'i`
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Regwed
m R
(fiAnchwC
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D
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9
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m
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w
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m
r
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Anchor Capacity
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a�
N
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m
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rn
o
m
S
S
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rD,
MEyT
>
a•
4
N
7
S
Y.,
w
i'i
e
o
Mtmlon Capacityr
m
,�
w
m
eK
a
m+
ry
iu
E
'ra
m
m
15'
y
bib
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mm rm n
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m
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iv
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MuObnCapacity
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z
z
_
m
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w
A
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re
io"
m
Pi
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1.'i
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m
Anehat Capacity
,��77 =
m NNlymy �p0 A mm O
of m m Z -i m -1
>
D
a
e
$
a
m
o
m
7
7a Q D = m Z p
rC m1
'
o
$
8
fu"
w
m
b'
m
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n
■
r
8$
r
@@
r�
g
N_
D -I OmD -i N-mi co
r 2 N 2 O O v D A' m
N
r
m
_
m
0
_
O
:�
:�
Mdion Capacity
a
3
Z C m (7 y A 9 T O O
DOz Cr..0 O Op r
D
CS
id9N
C
r
3
>
a
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m$
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(I'
Anther Capacityqg�
Q Z rA Z C Z il% m r C
tl
O
S
qt N D o Z E 0 N z O 0 m
Z
fn
u
a
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rem
'
C
w
m
m
H
'EA
't
+
m
'^`
o
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o
0
0
o
Ma01on Capacity
p�M
t'' m m 6- -4 -I Z m A
n D D� 0 m
>
a
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S
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is
v
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C y m
r- r
m
o
a
m
c
a
w
a
N
E
P
m
yy�
V
m
m
V
m
m
AnOhcr Capacity
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—
m
'w>z D= m P N 2
N
+
c
m
ZZ
N Z 3 D r- ;a O m m CO
O W O O O Z
b
a
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9
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2:
m
C 5
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o•
mfl: = m 71Z
7�m
y m o= C r = Fnn 2 m =
00
zoo:
>
$
>
a'•
a
N
m
3,
r
N�
&
Ye
o
r
a
'a
e
e
�
..
e
Mullion Cepachy
r
5'
{Z� OZO =00 z
QypN2-Ci -iO =Zz ZZ
$
1Ym
20
N
b
r
io
A
G
ffi
w
..
iu
m
io
is
e
e
c
o
'ee
o
o
QbsrtlTl
5
'
C
m a- x z o z e m C
'�
m e
m
-
w
Anehercepar3y
rn m x m O _ $ �'
ACLt "IZA
Mullion Ce ac Table ibs(ft
Opening Width (for uor6w4-spanning mt4iolls) or Opening Height (for horizontally
501n 60 In 701n 60 M 901n 1001n
Rectangular Twniang. RedWOL98r Tra"elg. Reelelgular 'Inp'Tllan9- Sec at Tragmang. Rectangular 7repMang. Rectangular Tra
21r4X.25 Loadilg Loading Loafing Loading Waring Loading Loafing Loaning Loading Waring Loading Loa
Alum. Tube
Mullion`
o�ig
ig
421n 170.0 02D 170.0 436 170.0 744 170.0 478 TV0.0668 170.0 We 170.0170.0 1116 170.0 621 170.0 1240 170.0
48 in 170.0 708 170.0 624 170.D I= V0.0 5M 170o 330 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.060.6251n 170.0 747 170.0 663 170.0 896 170.0 631 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747170.0 1444 170.0
541n 170.0 797 170.0 812 170.0 956 170.0 621 170.0 764 170.0 1276 Von 8W V0.0 1434 170.0 837 170.0 1594 170.0
601n 170.0 685 170.0 701 170.0 1083 170.0 70T 170.0 1 878 170.0 1417 170.0 944 170-01 1594 170.0 896 170.01 1TT1 170.0
631n 170.0 930 1T0.0 7d5 170.0 Ille 170.0 850 170.0 1302 170.0 94D 170.0 1486 170.0 1015 170-01 1673 170.0 1076 170.01 1859 170.0
65In 1704 074 170.0 789 V0.01 11691170.01 003 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.01 1948 170.0
C 72 in 170.0 1063 170.0 878 170.01 12751 170.01 10D9 170.0 1488 170.0 1126 170.0 1700 170.0 1229 170.0 1913 170.0 1316 170.01 V25 170.0
761n 170,0 1122 170.0 937 170.01 1348 170.01 1080 170.0 1570 1 170.0 1209 170.0 1794 170.0 I= 165.1 1960 170.0 1421 148.61 1960 170.0
2 78 In 170.0 1151 p0.0 087 170.0 1381 170.0 1718 170.0 1811 170.0 1250 170.0 18(2 170.0 1389 162.7 1861 170.0 1474 137A 1
901n 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.6 1388 130.0 Ilea 111.8 1388 121.3 1179 99.4 1398 1102 1162 89.5 1398 101.6
00 In 147.4 1229 151.6 1098 122.9 1229 121.6 1079 105.3 12291 1112 11161 92 1229 88.9 1044 81.9 1229 89.6 1029 73.7 1229 62.4
1oe1a 103.5 97t 105.8 077 86.3 071 89.0 lintj
849 6/.7 971 BBA 837 57.6 971 61.0 825 61.8 971 60.5
Ill In 95A 910 97.3 632 79.5 919 81.9 819 We 69. 919 82.9 794 53.0 919 66.7 784 47.7 919 51.6
1201n 75.5 788 76.8 716 62.0 788 44.5 705 695 47.2 766 49.4 BBB 41.9 78S 44.4 677 37.7 786 40.6
1M In 43.7 548 44.2 504 36.4 8W 37.0 498 491 27.3 546 282 485 24.3 648 25.3 479 21.8 646 229
IHDLC IGD
Anchor
C •parity Table (Ibs)
6utsUale
2.7k Concrete
aft Cone.
Hollow CMU
S'16'EIc0 U0r4can
1f4•F1e0Ug2cOn
fifie Elea
Ut08con
8'1fi°EICO UBrxm
V4'E9c0 Uftf0con
IWSS Floe
Pawwalor
Wt
U0
AnchorCIIP PatternsAn[ha<l}rpe
Eage Dlslance ft
1'
T 2.V2
1'
2-VZ
S-1/8'
1'
2412
1'
2412
2'
3
Embednetgnj
IV4'
I-V4'
15/4'
1$M'
2'
1-114'
1-V4'
1414'
1-UC
1.114'
1
2 AncllOrs 4.75 MIrt O.C. / S1a1faN orODsel CUP (Fig 192)
4 AM11M ® 2.68' MIA O.C. / alxafaN (ar,=Mi CBP Ol, -
6 AnthorS 01.71-Min. O.C. I Blanaant(ar ODsef)Cap(no 4j
4 Arellom @ 3" Min. O.C./(212x5 Angle CUPS 1(11¢ 6)
SAmixm03'MIn. O.C.1(4ati ArgleCipsl Qt(j 61
3Ancfnrs®1.3VMIn.O.C./U4:IIp,lni0.12WAfUrti(Fig 7j
39010s
740 0S 1
885 ms
76D Ibs
117011A
NIA
SW 9a
740 N8
050
7
1170Ibs
WA
450 0ns
630 M3
75001s
600 tb9
10201bs
NIA
ago Ns
1 148505
194610s
15M11a
23409s
WA
1644 los
1424 Ibs
MIA
IBM Ibs
28449rs
NIA
2f01bs
NIA
NIA
IYOW
RIM-
NIA
280 ms
560 RE
705M
560 Nc
840ms
WA
351 Ns
NIA
NIA
N/A
NIA
N/A
7401D5
695 its
79911s
7601b5
1140105
WA
374 IOs
NIA
NIA
74810s
11221bs
H/A
61
a1
81
13
6Ar1t" @ 0.64-Mir, O.C. I U-C4, W0.127 Alum. (Fig. ej
2 AnX041 58' MIA O.Cl F-Cup (F1g 9j
NIA
370 MS
WA
3M Ibs
NIA
3151bs
WA
743 its
MIA
7121ts
I NIA
NIA
WA
28D M S
NIA
NIA
WA
3481bs
NIA
N!A
4.
3AneBNs@1.71'MIa O.CIF411p(Flg. 10j
44310s
6251t8
3191bs
973 We
NIA
NIA
9S11b5
NIA
3991bs
NIA
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S IANUAKU Uur.
FIGURE 1:
•
FIGURE 5-
FIGURE2: FIGURE 3: FIGURE 4:
FIGURES:
CIRCLED VALU
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND
GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OF
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FO
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 01
LOCATIONS.
FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPEC(
• • • (FIGURES SE ALUM SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESS,
MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .725"THICK
• • • Me
IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND f
• • • Ire THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WC
TABLE 13A '
Mullion Capacity Table lease
2 x9x.26
Opening Width (tor venicalVspemirg
mullions) or Opening Height (for horizontally
501n
601n
701n
801n
BO In
ion In
RecW018r
Loadfrg
7tspmlong.
Loadng
Rectangular
Loading
Traprrderr9.
Loading
Rectangular
Loadng
TraplTdang.
Loading
Reciengdar
Loadng
TiavNeng.
Lwc5ng
Ractenguler
Laeding
Trapmang.
Loading
Recle dar
Loadng
Trepil
Los
Alum. Tube
Mullion
Z.
ww
U
$
.`ARE
Q
6
$
nee
pp
V�
y2
9
��
apQ
V
c�
a BpQ
'�
r%
V
�s9pp�
ti v�
@
��
k
q
a
i3�
pa
��
pQ
�¢^4
ry n
g
'b�
v
H�2r
},ppj yQ
y_�1
`o•
a
p�
421n
17o.0
e20
170.0
435
170.0
744
170.0
478
170.0
886
170.0
6W
170.0
092
170.0
610
170.0
1116
170.0
521
170.0
1240
170.0
481n
170.0
708
170.0
524
170.0
650
170.0
684
170.0
9B2
170.0
830
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
IC7
170.0
50.8251n
170.0
747
170.0
503
170.0
896
170.0
e31
170.0
J048
170.0
664
170.0
1105
170.0
72J
170.0
1345
170.0
747
170.0
1494
170.0
511n
170.0
797
170.0
612
170.0
Me
170.0
691
170.0
J118
170.0
754
170.0
12T5
170.0
803
170.0
1434
1T0.0
837
170.0
1591
170.0
80In
1T0.0
885
170.0
701
t70.O
JOBS
170.0
797
170.0
1240
170.0
878
170.0
1417
170,0
944
1T0.0
1684
170.0
990
170.0
1771
170.0
63 in
170.0
930
170.0
146
170.0
We
170.0
850
170.0
1302
JTO.0
940
170.0
Mae
170.0
1015
1 170.0
1673
170.01
1076
170.01
1859
170a
88 in
170.0
074
1 170.0
769
170.0
1162
170.0
SM
170.0
13M
170.0
1002
170.0
1558
170.0
ION
1 170.0
1753
170.0
1155
170.01
1948
170.0
er78
170.0
1063
170.0
870
170.0
1275
170.0
1908
170.0
1488
170.0
1128
170.0
1700
170.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
a170.0
1122
170.0
937
170.0
1348
170.0
1080
170.0
1570
170.0
1209
170.0
1794
170.0
1322
170.0
2018
170.0
1421
170.0
2213
170.0
170.0
1151
170.0
9e7
170.0
1381
170.0
the
170-0
tell
170.0
1260
170.0
1$42
170.0
1369
170.0
2072
170.0
1474
170.0
2302
170.0
170.0
1328
170.0
It"
170.0
1594
170.0
1328
170.0
1659
170.0
1408
170.0
2125
170.0
1653
170.0
2391
170.0
1703
170.0
2856
170.0
t70.0
1417
170.0
1232
170.0
1700
170.0
1434
170.0
1083
170.0
1822
170.0
2287
170.0
1704
170,0
2550
170.0
1952
170.0
2833
170,0
1081n
170,0
J694
170.0
1409
170.0
1913
170.0
1617
170.0
2231
170.0
1870
170.0
26M
V0.01
2070
184.E
2781
1 170.0
2271
1146.3
2701
161.9
III In
170.01
1636
170.0
1451
1 V0.0
1966
170.0
1700
170.0
228J
170.0
2821
170.0
2148
151.6
2032
182.3
2245
138.E
2032
140.4
1201n
170.0
1771
170.0
1588
170.0
2125
170.0
1&%
154.4
2252
1599
wzT-LM;!1
2252
141.4
1964
12&1
2252
127.2
1038
108A
2252
116.1
144N
125.1
1564
128.8
1445
t04.J
1684
t08.1
1425
89.4
1564
01.5
1584
80.7
ISM
69.5
1964
72.3
1373
62.8
1564
85.7
TABLE 138
Anchor
Cavacftv
Table(Ibs)
Anchor Clip Patterns
Substrate:
2.7k Concrete
3.5k Core.
1
NoOow CMU
Anclerlype
3116' Elsa Ulaacon
114' Elso Ultncar
5116' Ebo
Ultmson
3116' Eloo Ulbasan
114" Elsa Ulbecon
Ao Ile 83 Ebo
AilBrecalar
5111
ulf
Edge Distance Mk
I.
2.1@"
1'
2-IW
3.1I9'I
2.12-
1'
2-1I2•
2'
3
EmbedmeattN)
I-W
1-3#1-
1-V4"
1J/4'
2'
1.1M'
1-114,
1-f74
1
2 Anoh m @ 4.76- Min. O.C. I Standard or Olket Grp (Fte. 182k
Anchors Q 4.68" MN. O.C. I Slendaid ("O8se0 Clip (Fg. 3)
390Ibs
7501bs
3901be
7so Its
4501bs
1f00Ica
8901bs
17801bs
16 44 W
32321bs
3541bs
706 @4
740 Do
141i01bs
374Ibs
74616e
614
12
8 Awhom (g 1.7Y Min. O.C.I Slanderd WO6se0 CUP 099. 4L
11801bs
14001bs
1010 Ns
250Ibs
WA
12b
WA
10651bs
WA
4 A%Wa @ 3' Min. O.C.1(2) 245 Angle Ceps 1(Fg. Sk
780Iba
7801bs
eWft
1560Ibs
18%M
WA
760 Ws
748 Iba
M8
A Kara @ W Mint O.C. I (2) 2k5 Angle CUP& I (F19. 6).
15601bs
15601bs
1360 %a
M201bs
3792Ibs
WA
15201ba
14961bs
17
12AM" � 1.5' MinOC.I(2) 2s5 Angle Cli➢s I (Fig. 7k
IWO Ibs
21001be
14401bs
3780Ibs
WA
WA
15o0Iba
WA
4 Awh m @ 1.34' 1.'O.C. I U-alp. NtaAW Alum. (Fig, e:
WA
WA
WA
WA
WA
WA
WA
WA
8 Anohons ® 0.84' Mtn. O.C. I U-01p, Into .125- Alm. (F(e. 9Y
WA
WA
WA
I WA
WA
WA
WA
WA
WA
WA
2 Aechare®4.68' Min. O.CJ F-C6p(Fig. 1%
3800e
3900a
450lbs
B901b3
iB16Ns
270W
2801be
3541bs
7401bs
37411,5
61
4 Anchors @ 1.71" Mm. 0.01 F•C6p (Fla. 11):
5fM11Ds
70olbs
505 @s
120816s I
WA
WA
4701bs
WA
531 Ibs
WA
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRL
LOADING. SEE SHEETS 2-4 F
2) LINEAR INTERPOLATION I
3) MULLION AND MULLION C
• • To • • • ' ' • • 21-23. HOLES TO BE DRILLE
FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23. FIGURES SH,
• • • • n CLIP 4) SUBSTRATES: CONCRETI
(FIGURES CONCRETE BLOCK UNIT (C05-7) YELLOW SOUTHERN PINEN
MUSTBE THICK. STEEL STUDS TO BE
USED IN BE AT LEAST.125"THICK AM
HPAIRS.
THREADS BEYOND THE MA-
TABLE14A
Opening Width (forV6tucenyspennng
muaolls)orupenmg nelgnr
por lunL«uauy
501n
601n
701n
801n
901n
1001n
Rectangular
X 2.11" tneding
Ttap7dalg.
Loading
Rmtangiiar
Loading
TMFTrlang.
loading
ReetareWar
loading
Trep'iNal@.
Loading
ReUargWar
Loading
7raplhleig.
Loading
Rectangular
LoadOp
ep?darg-
Loading
RectargWer
Lmdwg
Traprl
Loa
.26"
t .425" Aium
Tube Mull
01
fl
.2
g
_
8
'Er
is
42In 144.2
526
167.0
428
120.2 M
14fl8
419
103.0
626
13fl9
414
90.1
526
134.6
411
�.1
526
134.1
411
721
528
134.1
48In 9&6
403
108.0
333
80.6 403
84.7
326
6&0
403
B8.4
320
60.4
403
81.4
317
53.7
406
78.1
316
48.3
403
78.8
50.625In 823
3W
91.0
301
6fl8 382
79.3
294
b&8
I 362
71.9
289
51.5
362
672
288
4&7
362
64.6
284
41.2
362
83.8
54 In 67.8
318
74.1
267
56.6 31e
1 64.7
1 261
48.6
---
57.7
256
42.4
318
6fl5
253
37.7
318
60.8
250
338
318
40.5
C Bo In 49.6
21ie
63.1
219
1 41.2 1258
45,7
214
3&3
258
4&7
210
30.9
256
37.2
207
27.6
21i8
s1.9
204
24.7
258
33.4
J 831n 42.7
234
4&e
270
35.8 234
39.1
234fi61n
372
213
39.4
183
31.0 213
337
213
28.8
178
2&2
213
27.0
173
20.8
213
25.1
170
1&8
T73
23.7
721n 2fl6
179
30.1
155
23-9 179
2&a
T19530-5
179
22.5
149
17.9
17978In
2A.3
181
25.4
140
20.3 161
21.8
181
1&0
135
15.2
161
17.0
133
78In 226
162
23.5
133
18.6 1�
19.9
131
1&1
162
17.b
128
TABLE 14B AnchnrCanseltv Table ebal
S1ha121e 27k Cmcn:te 39c Cmc.
Hollow CMU
Anchor lype 3r16'Eko LMIMan
511C Eko
1/4'Etc011a=M Le
3118' EkoUO2t011
1/4' Eko Ullrecon
1IC SS Eko
Agpenator
5116
Ult
AnehorCllp Patterlla
EOga510=e Mi 1' 2.1rP
Fmbednenl y ts14' 13I4'
T &t/C 9-1/8^
14V4' t4d4' 2'
t'
1-1/4'
2-112'
1-114'
1' z-11C
1-114• 1•V/'
r
1-1(4'
s
1
4 ArcMrs ® 3' Min O.C./ 2r5A le at I (Fig. 11 7801ba 78D NS
WU'- 1560 Ws 1tBe ba
5/0 ors
560 ®s
WA 760 Ws
748 Ws
Be
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/C
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAU
Fe
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIOI
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIC
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 S
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045'
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SW
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE ST
Mullion Capacity Table Ibefir)
Opening Width (forwrdcalysparWng m1111ons) or Opening Haight
(forhodm ialy
501n
601n
701n
801n
90In 1
100 In
3.2&' 30
Rectangular
Laading
tW(Rieng.
Loading
Redsngd8r I
Loadng
T*Mdang.
Loadng
Remanguler
Lowing
TmpRdang. I
Leafing
Rectarmder
Loading
Ihm[Alang-
Loading
Rectangular
Loading
7teprIldong.
Loading
Rectangular
Loadng
Trap✓
Loa
DEG. AL
BAYMULL
a
6
a
e
13
4f
cc
a
a
A
a
��
3
r
d
x
8
a
a
off`=
��
�s.,.�..
d
r
3
0
8
a
rib
qa
d
1is
z
3
o
42 in
170.0
620
170.0
135
170.0
744
170.0
478
170.0
888
170.0
506
170.0
992
170.0
519
170.0
t116
170.0
621
170.0
1240
170.0
46In
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1276
170.0
877
170.D
1417
170.0
50.625In
170.0
747
170.0
663
170.0
896
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
T23
170.0
1345
170.0
747
104.2
1443
170.0
541n
170.0
797
170.
6612
170.0
958
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
160A
1353
170.0
837
144.3
1363
170.0
60 In
170.0
885
170.0
701
170.0
1081
170.0
797
187.0
1218
170.0
878
146.1
1218
170.0
044
129.9
1218
159.8
936
118.9
1218
152.1
631n
170.0
930
170.0
745
170.0
ilia
170.0
650
150.2
1160
168.8
S33
131A
1150
163.0
014
116.8
1150
141.9
898
105.1
1150
134.2
681n
170.0
974
170.0
789
162A
1048
165.81881
130.6
1048
146.6
664
114.3
1048
133.1
850
101.6
1048
123A
839
91.4
f043
116.6
o
721n
140.6
880
147.9
764
11T.4
B60
128.0
748
100,8
680
110.8
734
811.0
880
100.0
722
7&2
980
910
712
70.4
880
88.2
761n
11g.7
T90
125.1
690
99.8
700
106A
876
85.6
T90
93.3
683
74.8
700
83.8
652
86.5
790
76,9
843
59.9
T80
71.7
g
78in
110.8
750
1165
657
LIZ3
760
98.1
644
79.1
750
85.9
632
69.2
760
77.1
621
61.5
760
70.6
612
55.4
760
65.7
90 In
1,2.1
5W
74.4
500
60.1
W3
62.9
491
51.5
50
54.6
483
JIM
503
45.9
475
40A
563
44A
400
38.1
W3
40.9
96 in
59A
495
61.1
443
49.5
495
51.5
435
42.4
495
44.8
427
37.1
495
39.9
421
33.0
495
30.1
415
29.7
495
33.2
1081n
41.7
391
42.6
353
34.8
391
35.9
348
29.8
342
26.1
301
27.6
337
23.2
391
24.9
333
209
391
22.8
1LIin
36.4
J70
382
336
32.0
370
33.0
330
27.5
325
24.0
370
25.3
320
21A
370
22.6
31820.9
n
30.4
317
30.9
280
25.3
317
28.0
284
21.7
1931-.61
250
19.0
317
19.9
27a
18.9
317
17.9
273
144In
17.6
220
t7.8
201
TABLE15B
Anchor
Ca
ltv Table Ibe
Anchor CLIP Patterns
SubstmIc
2.7k 0000rete
3.5k Conn.
I
H08 wCMU
Antler rye:
WIT Elco Uluecon
1/4' Eko Uivacon
5/18'Eko
ul acon
3116' Eko U11 mO
114' Eko Ullman
1/4'SS Eko
A99mOa1ar
5111
LM
Edge Distance {m)_
1'
2-1f2'
1'
2-1/2'
3-11B'
1'
2-1tr
1•
2.12'
2'
3
Embedment(In)
: 1.314'
1.3/4'
1-314'
1-3/4'
2'
1-1/4-
1-1/4'
1-1/4'
1.1/4'
1.114'
1
2 Antlersa 5'Min O.C./(2) 2t5 Angle Wpa 109. 1C
390�
3901bs
4501bs
8901bs
1700 Ibs
2f0 Its
280Ibs
354 IDs
7401bs
1 3741bs
71
4 Anc ms 4D 3.5' Mta O.C. f (2) 2a5 Angle Gips f (Fig. 2):
78010s
780Ibs
790 ft
1670lba
2525 W
540 9m
5801bs
WA
1 11201be
1 7481bs
Bf
O Arwlroe t9 2.71' Mla O.C. f (2) 246 A" Cbs f (Fig. 3)'
11201bs
11201bs
95816a
224616s
2254 es
WA
8401bs
WA
I 10591hs
WA
13
FIGURE 1:
FIGURE2:
s
FIGURE 3:
o
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FO
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTI
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. F
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM.C-90. WOOD SHALL
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5,
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGI
LEAST.1250 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LE
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR
Opening Width (forveNcaly sPamn9
50ffln 601n 701n 801n
muttons) orvponmB neignt
901n
{mrrnnz tnjy
100 in
3.25" 46
Rectangular
Loading
Rectengutar
Lowing
TmpWang,
Loading
Reclawim
Loafing
Ttep791mq.
Loading
Reclangldar
Laadng
Tmpfrdang•
Loafing
Rmtmlgular
Loafing
Trap/Tdang.
Luedna
RectangWar
Loading
Trapp
Loa
DEG.
BAY MULL6e
%
a
teg
d`R
e
Eg
a
g
s�
��
oa
�
c��
d�
s`
sg
a
�
ae�ig
da
d`rc
f
a12
g
421n
170.0
820
170.0
435
170.0
TM
170.0
47a
t70.0
SB8
170.0
508
170.0
992
170.0
519
170.0
1116
t70.0
521
170.0
1240
170.0
AR 1.
170.0
7m
170.0
524
170.0
650
170.0
594
170,0
BB2
t70.0
630
170.0
651
110.0
1275
170.0
877
170.0
14t7
170.0
50.025In
170.a
747
170A
5B3
170.0
606
170.0
831
170.0
1048
170.0
684
170.0
723
t70.0
1245
170.0
747
170.0
1494
170.0
541n
170.0
707
170.0
612
170.0
058
170.0
691
170.0
1118
170.0
754
$.01255
170.0
803
170.0
1434
{70.0
837
155.2
1455
170.0
80 M
170.0
60.5
170.0
701
170,0
1113
170.0
707
170.0
1240
170.0
878
170.0
944
138361
170.0
030
170.0
745
170.01118
170.0
B50
7828
1247
i70.0
940
184.5
883
128.7
1247
7528
985
114.0
i?A7
744.3
$
681n
170.0
874
170.0
789
170.0
1169
1 170-01
903
140.4
1180
763.7
B85
129.9
11.
147.8
945
115.4
1180
130.5
926
103.9
1180
--
C
Min
181.8
1010
16B.8
877
134.7
1010
1".6
&%
1{SA
1010
127.2
842
101.0
1010
114.7
828
89.6
1010
105.6
817
60.8
lato
88.0
J
781n
137.4
90B
143.E
782
114.5
908
1220
775
88.1
908
107.1
781
65.9
9W
962
749
78.3
90B
082
738
e8.7
90B
82.3
78 in
127-1
851
132.5
754
105.9
961
512.5
738
90.6
861
98.6
725
78.4
681
68.5
713
70.8
881
81.0
707
83,6
901n
a2.7
646
85.4
574
68.9
646
7 .1
564
59.1
846
62.9
564
51.7
648
56.1
545
46.0
B46
50.9
537
41.4
B46
47.D
g8 in
80.2
588
70.1
50a
58,8
5a
59.1
499
46.7
56B
St.4
411
42.8
668
45.6
483
17.9
588
41.4
478
34.1
568
3a.1
1081n
47.9
449
48.9
405
39.9
449
C.2
398
34.2
440
35.7
393
29.8
M9
31.7
387
25.8
44B
26.8
382
23.8
449
26.1
III In
44.1
425
45.0
385
38.8
425
37.9
370
31.5
425
32.8
373
27.8
425
29.1
387
24.5
425
28.2
382
221
425
24.0
12D In
34.0
364
35.5
33t
29.1
"'
29.8
32a
24.9
3&
25.8
321
21.8
3a4
226
317
19.4
384
Z0.5
313
17.5
3B4
18.7
1441n
20.2
253
20.4
233
1 15.11
1 253
11.1
1 230
IMULC IUf]
Anchor
Capacltv Table(be)
Subalmtc
23k Ca
fda
3.5k Conc. I
Houm CMU
Andw Type
Me' Meg Ullmcon
114-Eleo U tracen
5f16' Eke
IAtrwm
3116'Eko Ulbaocn
1/4'Elcollltracan
//4'SS Eko
Ag9mGalm
511E
Ull
Anchor Cllp PahemB
Edge Disknce Mx
1'
24R'
1'
2-Im
3.1/8"
r
z4rr
I'
2-1/Y
r
3
Embedment (blx
1.314'
1-XV
1-3f4'
1814'
Y
1.114"
1-tA'
t-174'
1-t14'
1-114'
1
2Ando 5' Min. O.G 1(2) 245 Angle CSps 1(Fig. 1x
3901bs
390Ibs
4501bs
8901bs
1700Ibs
270 ks
2aO Iba
3541bs
7401bs
314 HA
7i
4 Aoarpm ®3.5' Min O.C. ! (2) 2t5 Anpk Clips! (Flg. 2)
760 Da
780 Ibs
790Ibs
18701bs
2525 Ms
54016a
58016s
WA
MOMS
748 lbs
BE
a Arlchma a 2.71' Min. O.C. / (2111r5 Arlek Clips / (Fq. 3):
11201D,
112016s
958 Ws
224616s
2254 9is
WA
64016s
WA
10591bs
WA
13:
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FO
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTI
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. F
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALI
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5,
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGI
LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LE
THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR
.125'
2.D00°
Lr .,25•
I
1"X 2• X .125" MULLION
6063-T6 ALUM.
XSECTION
--� 1.000" f--
.125"
2.000'
L .375'
1' X 2" X .375" MULLION
6063-TO ALUM.
X-SECTION
-1-{ )--.125'
II STANDARD CLIP
6083-TBALUM.
X-SECTION
r•125"
5.500"
3125"—� CUT ERETOCREATE
.375'
.
.375" _CREATEFCLIP,SEE MIN.
MIN. r DETAILF,SHEET4
I I I I I A
/ STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+1116'.
5.500"------------- .375"
.375" MIN.
MIN.
-----------------�
1 1
1 I I
I I
I i B
I I I I I
I 1 1
I I 1 I
-1 1.000- 1--
2.
5"
1" X 2.75" X .66W MULLION
6083-TB ALUM.
X-SECTION
-'1 1--.125'
2.12W
1 I U-CLIP
606 -CLIPUM.
X-SECTION
--I .740' F�
.338" MIN.
U-CLIP
6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST UE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 6-17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116'.
CENTER C
DASHED S
ANCHOR<
HOLE DW
TABLE B
Mull Dimension (Sheen{)
Mullion
1" X2" X.125!' (5)
66605
1" X2" X.375" (6)
666006
1" X2.75" X.375" (7)
66607
1" X 2.75" X.6W' (8)
66608
1" X3.125" X.5W' (9)
66637M
1.25' X 3A88" X .265' (12)
66641141
1.26" X2.11" X.125" (18)
69370
OFFSET CLIP NOTES:
6063-TS ALUM.
TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENS16NA
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE HOLE LOC
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
-�j 1.000" f--
25'
1"X4"X.125"
MULLION
6063-T8 ALUM.
XSECTION
30"
100
--1 .820' h- }
1.25" X 3.25" X A00'
MULLION
6005-75 ALUM.
X-SECTION
1"X4"X.375'
MULLION
6063-T6 ALUM.
X-SECTION
1"X 4"X.375"
"P-MULLION
6063-T6 ALUM.
X-SECTION
---i .820" 1-- --1 .820. 1--
125"X325"X.624' 125'X3.94"X.824"
MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM.
XSECTION XSECTION
I
.125' STANDARD(
6063-TB ALI
X-SECTIO
I
I i r.1
5.500"
3.125" CUT HERE TO
.375" �_ CREATE F-CLIP, SE
MIN. I DETAIL F. SHEET
r_____-_- I r_______�
I 1 I 1 I
I I I I
I 1 I I
I I I I
1 I I I I
I l I I
2.875"� --- ---�
I I I I
I I I I
1 I I I I
1 1 I I
I 1 I I I
1 I I I
P I 1 I I
STANDARD
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 Al
WITHIN THE DASHED BOUNDARY. SEE TOPVIE
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER+
5.500•
.375"
MIN.
I I 1
I I I I
I 1 I 1
1 I I I
I I I I
2.250"
I I I 1 H I
I I I I
250" I I I I
L_ _-- I
L J I J
1 G OFFSET
.125" 6063-T6 i
TOPVII
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
rARI r r
Mull Dimension
(sheet*)
PGT Part*
Mullion
Std. Clip
U-Clip
Angle Clip
2" X4" X.2W (16)
68602
668261M
666271M
6MI12M
2" X6" X.25" (17) 66804 686282M 666272M 6665113M I I STANDARD CLIP
2.000° 606$-T6 ALUM.
X-SECTION
NOTES:
I
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125'
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET-
2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS. I--1.49V
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
5.500'
CUTHERETO
3.500' CREATE F-CLIP,
2-000" .375" _ SEE DETAIL F. -
—T MIN. _ I i SHEET4
—2.000"-- i
2"X4'X.25'
MULLION
6063-T6 ALUM.
X SECTION
2'X 6'X25'
MULLION
6063-T6 ALUM.
X-SECTION
.375'
MIN.'
4-
I
r-------- ------ --------�-
I I
I I I
I I
I I
I I
I I
I I
I I I
L_-____________ _______J
L- STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063 T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMET£R: ANCHOR DIAMETER+ 1116'.
MIN.
5.500"
CLITHERETO
F I-3.600'� CREATEF-CLIP.
_ SEE DETAIL F,
r SHEET4
.375'
MIN.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
4.688"
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
5.43
L
STANDARD CLIP
6063-T6 ALUM.
TOP VIEW
q
7
CENTER OF
—WITHIN THE
SHEETS 5.2
—DISTANCE 1
DIAMETER:
B.
USED F(
EXAMPLE 1, SINGLE VERTICAL MULL- THE BUILDING SUSSTPL —'15 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE N
NOANCHORS IN HEAD 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,THE MULLI
T
-RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES F(
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW 7
MU
LE
SEEDETAILS.SHEETS2-372,
LLION
MOTH
SEEoEraLs.SHEETS23IN
WINDOW SILL
32"1
MULL WIDTHr. wlorH
FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375' MULLION (LENGTH = 72'.
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1" X 2.75' X .65W MULLION (LENGTH = 72',
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR C
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND C
ANGLE CLIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 885 LBS. THO
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS U
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FE
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OV
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO
1:60 PSF)X( 636 LBS = 524.9 LBS (MAY BE USED TO QUALIFY# 10 STEEL
72.7 PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A•
DESIGN PRESSURE OF +50.01-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULL
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN TH
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF
EXAMPLE 2: MULTIPLE MULLIONS
FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375' MULLION (LENGTH = 108
MULL WIDTH- I [—
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A, SHEET 16, THE 2^ X 4' X 250- MULLION (LENGTH =108'
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE t
EE
3Y
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WI
gh
ASSUMED. VERIFY THATTHE DESIGN PRESSURE IS STILL APPLICABLE F
THE 73' DIMENSION (35-1YP+35.112-+2'=73').
2) USE TABLE 12B TO FIND THE ANCHORTYPE, ANCHOR QUANTITY AND
CONCRETE HEADER AND SILLARE 8' WIDE. IF THE MULLION CLIP WERE
VERTICAL -� L_
USING THE STANDARD CUP WITH (6) 3/16-ULTRACON ANCHORS AT AN I
MULLION
LENGTH � SEE SEE
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 9711
& DETAILS, DETAIL E.
SHEETS 23 SHEET3
FOR THE HORIZONTAL MULLIONS:
OPENING
HEIGHT
BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.250' MULLION, IN THI:
FOR
HORZ
MULLION TY
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36° AND THE OPENING HEIGHT 1S 32"+72^+2•
USED. FROM TABLE 12A, SHEET 16, THE Z" X 4' X .250- MULLION (Q LEN(
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICA
SEE
DETAILS.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND
SHEETS
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8-, CAI
/- 23
(4) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OFT GIVES AN A
r
ANCHOR CAPACITY OF 521 LBS.
36'. HORIZ. 3V, HORIL
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULUOF
MULL LENGTH MULLLENGTH
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, A
OPENING WIDTH FOR VERTICAL MULL
ANCHOR TYPE IS A #12 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTIC
THE LOWEST DESIGN PRESSURE IS +1.64.7 PSF AND WOULD APPLY TO ALL OF
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WI
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSL
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE;
EXAMPLES OF RECTANGULAR LOADING:
LOADING OF VE
MULLION
SCANNED
BY
MIAMIDDADE St. Lucie County
� MIAMI-DADE COUNTY
17 CJIA1�1 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
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
CGI Windows and Doors, Inc.
10100 NW 251° Street
Miami, FL 33172
SCOPE: This NOA is being issued under the applicable rules and re to s o n l� cons ction
materials. The documentation submitted has been reviewed and acc p e y tamt-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHD).
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
Code, including the High Velocity Hurricane Zone.
DESCRIPTIONWerres' "M$ umanum iiced►Vlindow—L.M.I.
APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Alumimmn Fixed Window
(L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al-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 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, 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.
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# 14-0903.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as.approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,-P.E.
NOA No.15-0512.16
Expiration Date: October 26, 2018
y�g� t5 Approval Date: September 17, 2015
Page 1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA Is No. 01-0918.01 and)
2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1
through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTIA 3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS, 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum fixed, casement
and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports
Ne IEM 08-3.143HET-108-3144, _ HETr�_07A''_, T�,-__� and—IIETI-47-429"ated
06/27/08 and 07/17108, all signed and sealed by. Candido F. Font, P.E.
(Submitted under NOANo. 08-1114.06)
U
Manuel erez;
Product Control Exa ine
NOA NO. 15-0 . 6
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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 TAS 202-94
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 series 238 aluminum
casement, project -out and fixed windows, prepared by Hurricane Test Laboratory,
Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated from
10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E.
(Submitted underNOA'sNo. 08--1114.06)
6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94
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 a series 238 aluminum
fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-
0080-0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99, HTL-
0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96,11110/98,12/23/98
and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S.
Marshall, P.E. (Submitted under NOANo. 01-0918.01)
7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94,
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum casement,
project -out and fixed windows, prepared by American Test Lab of South Florida, Inc.,
Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B.
Sullivan, P.E. (Submitted underNOA No. 01-0918.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 08/05/14, prepared by Al-Farooq Corporation,. signed and
crale.A hy Tavari Ahmart; A &mitted-under previous ZVQA Nn, 14-0 09�)
2. Glazing. complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel ereS
Product Control Exa
NOA No. 15-0
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-2
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their
"ButaciteO PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'b Edition (2014), and of no
financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0903.06)
2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07,
HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory,
Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P.E.
(Submitted underNOA No. 08-1114.06)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080-
0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99 and 111TL-
0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96,
12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E.
(Submitted underNOA No. 01-0919.01)
4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by
American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by
Gerard B. Sullivan, P.E. (Submitted underNOA No. 01-0918.01)
5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray
America, Inc. as well as DurasealO and Super Spacer® Standard warm -edge flexible
insulating glass spacers, dated December 16, 2014, issued by RER, Product Control
Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section.
1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their
"Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring
on 10/26/18.
Manuel re P.E.
Product Contro Ex finer
NOA No. - 512.16
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-3
GENERAL WINAC_ SECTIONS
FLANGE FRAME
a
O
K
a
w
!R
i
EXTERIOR
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
I I I I I Hid I I I VENT WID'
O
STEP 1
DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
- _----
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2
SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE/TYPE.
STEP 3
USING CHART ON SHEET 9 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
STEP 4
IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON
SHEETS 10 & 11 TO DETERMINE CAPACITY.
STEP 5
THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
SHALL APPLY TO ENTIRE SYSTEM.
WINDDW
FOR MULL
SEP
NOTES:
THIS PRODUCT HAS BEEN D
REQUIREMENTS OF THE FLOE
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, I
LOADS TO THE STRUCTURE,
ANCHORS SHALL BE AS LIST
EMBEDMENT TO BASE MATER
ANCHORING OR LOADING CO
NOT PART OF THIS APPROVI
A LOAD DURATION INCREASE
MATERIALS INCLUDING BUT p
COME INTO CONTACT WITH C
REQUIREMENTS OF THE FLOI
a
0
a
w
H
w
EXTERIOR
GENERAL WINDOW SECTIONS
EQUAL LEG FRAME
SHEETS 4 THRU 6
O
VENT WIDI
WINDDW
2
","I CORNER KEY
.060 THICK ST. STEEL
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
ITEM
PART g
gUANTITY
DESCRIPTION
1
CGI-373
4
FLANGE FRAME
IA
CGI-397
4
EQUAL LEG FRAME
2
COI-378
4
VENT (5/16" LAM. GLASS)
2B
CGI-381
4
VENT (INSUL. LAM. GLASS)
2C
CGI-385
4
VENT (7/16" LAM. GLASS)
3
CGI-375
4
OGEE GLAZING BEAD
3A
CGI-396
4
SQUARE GLAZING BFAD
4
-
4
.060 THICK CORNER KEY
5
-
8
.060 THICK CORNER KEY
6
AP-425
AS READ.
FRAME WEATHERSTRIPPING
7
0200 X190
AS READ.
VENT WEATHERSTRIPPING
B
-
AS REOD.
VENT SCREWS ® 20' O.C. I
9
-
2/ CORNER
FRAME AND VENT ASSEMBLY
10
-
2/ LITE
SErnNG BLOCKS
FRAME CORNER
ANN. GLASS
AN? 'lss
.075" Saflex CP With PET Core
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co:
.090" Butacite PVB
By 'Kuraray Americo, Inc.'
ANN. GLASS
SILICONE
GE-1200
now 995
BOW 699
AT 1/4 POINTS ON LITES
10 WIDER THAN 36"
5/16" NOMINAL
GLASS TYPE '2'
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
RS
.090" SenlryGlos
By 'Kuraray America, Inc.'
.090" Butacite PVB
By 'Kuraray America, Inc.'
6" ANN. GLASS
SILICONE
995
899
AT 1/4 POINTS ON LITES
10 WIDER THAN 36'
7/16" NOMINAL
GLASS TYPE 19'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSfALIATION DETAILS
WINDOM DIMS.
GLASS TYPE '2'
GLASS TYPE 'S'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
1NL (-)
EXT. (+)
1NT. (-)
19-1/8"
26-1/2"
37'
53-1/8'
26"
110.0
195.0
110.0
195.0
110.0
195.0
110.0
166.2
110.0
195.0
110.0
195.0
110.0
166.2
110.0
172.5
110.0
195.0
110.0
120.0
110.D
148.2
110.0
195.0
19-1/8"
26-1/2"
37'
53-1/8'
38-3/8"
110.0
195.0
110.0
195.0
110.0
195.0
110.0
163.0
110.0
167.7
110.0
195.0
110.0
116.8
110.0
151.9
101.8
180.5
84.1
84.1
108.8
118.7
108.8
118.7
19-1/8"
26-1/2"
37'
53-1/6'
50-5/8"
110.0
185.7
110.0
187.6
110.0
195.0
110.0
131.2
110.0
146.7
110.0
195.0
95.0
95.0
110.0
120.0
110.0
120.0
67.9
67.9
85.3
85.3
85.3
85.3
19-1/8"
26-1/2"
37"
53-1/8"
63"
110.0
177.5
110.0
179.4
110.0
195.0
102.7
102.7
110.0
120.0
110.0
120.0
70.5
70.5
102.1
111.3
102.1
111.3
57.7
57.7
81.3
81.3
81.3
81.3
19-1/8
"
110.0
120.0
110.0
174.6
110.0
195.0
37'
53-1/8'
74-1/4"
56.9
56.9
90.0
90.0
90.0
90.0
-
-
-
-1
70.0
70.0
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v
.IHP. GLASS
I SPACE
71/8" ANN. GLASS
.075" Saflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
i
.090" SentryGlas
By 'Kuroroy America, Inc.'
.090" Butocite PVB
By 'Kuroroy America. Inc.'
1/8" ANN. GLASS
XL EDGE SPACER
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
SILICONE ST. STEEL BY 'CARDINAL'
OR
GE-1200 OR
DURASEAL BY 'QUANEX'
DOW 995 DURASEAL BY 'QUANEX'
OR
- DOW 899 OR
SUPER SPACER BY 'QUANEX'
SUPER SPACER BY 'QUANEX'
AT 1/4 POINTS ALL SIZES
3/4" INSULATED
GLASS TYPE '2A'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION OEIAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '8A'
WIDTH
HEIGHT
EXL (+)
INT. (-)
EXT. (+)
1NT. (-)
24"
30'
36'
42'
48'
54'
57'
60"
63"
66"
69"
72'
75'
78'
81'
84'
87'
36"
110.0
180.0
110.0
180.0
110.0
144.0
110.0
144.0
110.0
120.0
110.0
120.0
110.0
120.0
110.0
120.0
110.0
111.3
110.0
120.0
93.8
93.8
110.0
120.0
87.0
87.0
110.0
116.9
81.7
81.7
120.0
114.3
77.0
77.0
120.0
112.0
72.7
72.7
90.0 1
90.0
68.5
68.5
90.0
90.0
64.7
64.7
90.0
90.0
61.4
61.4
90.0
90.0
58.4
58.4
90.0
90.0
53.4
53.4
90.0
90.0
51.6
51.6
90.0
90.0
49.9
49.9
90.0
90.0
24'
30'
36'
110.0
168.0
110.0
168.0
110.0
144.0
110.0
1 144.0
110.0
120.0
110.0
120.0
48'
54'
57'
60"
63'
66"
69"
72"
15"
78'
81"
42"
92.7
92.7
96.9
102.9
81.7
81.7
96.9
102.9
76.7
76.7
90.0
90.0
72.1
72.1
90.0
90.0
67.9
67.9
90.0
90.0
63.9
63.9
90.0
90.0
58.8
58.8
90.0
90.0
55.2
55.2
90.0
90.0
52.2
52.2
90.0
90.0
49.6
49.6
90.0
1 90.0
47.6
47.6
90.0
1 90.0
TEMP. GLASS
AIR SPACE
T-1/8" TEMP
3/4" INSULATEI
GLASS TYPE '3A
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES
REFER TO SNEER 7 THRU II FOR INSTALLATION DLTAILS REFER TO SHEETS 7
WINDOW DIMS. GLASS TYPE 12110 1 GLASS TYPE 'SA' WINDOW DIMS. G
j WIDTH HEIGHT M. (+) 1NT. (-) IM. (+) INT. (-) WIDTH HEIGHT EX
24' 110.0 160.0 110.0 160.0 24' 1
30" 110.0 120.0 110.0 120.0 W. 1
36" 110.0 111.3 110.0 120.0 36' 72' I
42' 92.7 92.7 96.9 102.9 42"
48' 82.1 82.1 84.8 90.0 48'
54" 48" 74.2 74.2 90.0 90.0 24' 1
57" 70.4 70.4 90.0 90.0 30'
60' 69.0 69.0 90.0 90.0 36' 78"
63' 64.6 64.6 90.0 90.0 40
66' 60.5 60.5 90.0 90.0 24' 1
69" 57.0 57.0 90.0 90.0 30" 84' 1
72' 1 53.7 53.7 1 90.0 90.0 36"
24" 110.0 151.0 110.0 154.3 24'
30' 109.7 109.7 110.0 120.0 30' 96' 1
36' 93.8 93.8 110.0 120.0 36'
42' 81.7 81.7 96.9 102.9 24" 108'
48' 54' 742 74.2 90.0 90.0 30' 11
54' 71.6 71.6 80.0 80.0 24' 120' 1
57' 67.6 67.6 80.0 80.0 24' 132.
60" 64.0 64.0 1 80.0 80.0 24" 144'
24' 110.0 120.0 11o.0 120.0
30' 96.9 96.9 110.0 120.0
36" 81.7 81.7 110.0 114.3
42' 60' 72.1 72A 90.0 90.0
" 6.0 6.0 0.0 0.0 � W'IN00WINDOWL
54
54' 644.0 64488
.0 80.0 80.0
57' 1 1 61.2 1 61.2 1 75.8 75.6
24' 110.0 120.0 110.0 120.0
30' 86.9 86.9 110.0 120.0
36" 6672.7 73.9 90.o 90.0
42' 63.9 63.9 90.0 80.0
48' 60.5 60.5 1 90.0 90.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
NOTE:
WIDTH AND
VERTICALLY
INSTALLATION - ' NDITIONS FLANGE FRAME
FOR ANCHOR PERFORMANCE VALUE
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
SEALANT
!C
°
n.
.1' MIN
ival
INSTALLATION TYPE "I WOOD BUCK TYPE '1'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
L
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
a•
SUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3'
WOOD BUCK TYPE '3'
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
INSTALLATION TYPE '2
TYPICAL I�
ON ALL FOUf
INSTALLATION TYPE '4'
TYPICAL INST�
ON ALL FOUR S
INSTALLATION C � ,DITIONS EQUAL LEG FRAM
I FOR ANCHOR PERFORMANCE VALUi
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
X
Q
1MIN.
2-1/2
INSTALLATION TYPE "I
WOOD BUCK TYPE "I
MA. TERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEEP 9 FOR DESCRIPTION
a'
p q d 9
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3'
WOOD BUCK TYPE '3'
E IAL: PRESSURE. TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDEVUSING WOOD
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
i oil
TYPICAL IP
ON ALL FOUL
BUCK INS
INSTALLATION TYPE '4'
TYPICAL INSTa
ON ALL FOUR SI
PERFORMANCE VALUES PERFORMANCE VALUES
OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS
REFER TO SHEETS 7 & 5 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS
PEI 'IKANCE VALUES
OF IN'', .,., LATION ANCHORS
REFER TO SHEER 7 & 8 FOR DETAILS
PERFORMANCE V
OF INSTALLATION I
REFER TO SHEETS 7 & 8
WINDOW DIMS.
EXr. (+)
INT. (-)
WIND08
DIMS.
E%T (+)
INT. (-)
WINDOW
DIMS.
EXf, (4)
INT. (-)
WINDOW
DIMS.
1
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
24'
30'
36"
42'
48'
54"
57'
60"
63'
66"
69"
72'
75'
78'
81"
84"
87'
36'
195.0
24'
30'
367
42"
45"
54"
57'
60'
63'
66'
69'
72"
75'
78"
81"
84"
87"
S4"
195.0
24'
30"
36'
42'
48'
54'
57'
60'
63'
66"
69"
72"
75"
78'
81'
84'
57'
70
195.0
24"
30"
36'
42'
48"
54"
57"
60'
108'
195.0
195.0
195.0
195.0
195.0
179.3
195.0
195.0
162.7
193.6
181.5
151.3
195.0
191.2
143.4
195.0
172.1
140.5
184.4
156.4
138.3
172.1
143.4
136.6
24"
30'
36"
42'
4g"
54"
120'
161.3
132.4
128.0
109.8
153.7
134.7
179.3
143.4
134.4
169.8
134.4
124.1
161.3
126.5
115.2
153.7
119.5
107.6
24"
30"
36'
132"
146.7
113.2
100.8
168.3
129.1
113.9
24'
30"
36"
42"
48'
54"
67'
60"
63"
66"
69"
72
75'
78"
81"
84'
87'
42'
195.0
24"
30"
36"
42'
48'
54"
57"
60"
63'
66'
69'
72"
75"
78"
81"
84'
87'
60'
195.0
24"
30"
36'
42'
48'
54'
57'
60"
63"
66"
W.
72"
75'
78"
81.
7a"
195.0
42"
48"
195.0
195.0
184.4
195.0
184.4
161.3
24"
30"
36'
42'
144'
195.0
170.2
145.6
184.4
161.3
134.4
195.0
156.4
126.5
184.4
155.3
123.5
24"
30'
36"
156'
170.2
154.9
121.0
158.0
140.8
119.0
147.5
129.1
117.3
TYPICAL ANC.
172.9
148.9
116.1
162.7
138.3
115.2
153.7
129A
114.7
145.6
121.0
114.6
114" DIA. KWIK-(
138.3
113.9
106.4
1/4" DIA ULTRA
131.7
107.6
24'
30'
36'
42'
48'
54'
57'
60"
195.0
INTO 2BY WOOD 1
1-1/2" MIN. PEN
THRU 1 BY BUCKS
1-1/4" MIN. EME
DIRECTLY INTO CC
1-3/4" MIN. EME
150.9
122.3
168.3
24"
30"
36'
42'
48"
54'
195.0
24"
30"
36'
1 42'
"
5454'
195.0
146.7
195.0
182.2
131.7
193.6
161.3
121.0
184.4
147.5
113.2
181.5
13.
107.6
181.5
132.4
107.6
60'
63"
66"
ss'
72'
75'
78"
81"
a4'
87'
48"
60"
83"
68'
ss'
72"
75"
78'
81"
84"
87'
66'
66"
69'
72'
75'
161.3
129.1
103.5
INTO MIAMI-DADE
INTO METAL STRU
STEEL 12 GA. p
ALUMINUM : 1/8"
(STEEL IN CONTAC
TYPICAL D DIS
148.9
128.3
102.0
138.3
128.0
100.6
161.3
128.0
as.s
151.3
128.0
24'
30'
36'
42'
48'
54'
57"
60'
6
666" '
96"
195,0
142.4
125.7
172.1
134.4
1i7.3
148.9
127.4
t1o.o
132.8
INTO CONCRETE A
INTO WOOD STRU(
INTO METAL STRUI
WOOD AT HEAD, SIL
CONCRETE AT HEAD
C-90 HOLLOW/FILL
12l.0
103.5
121.0
138.3
117.3
112.2
NOTE:
INTERPOLATION BETWEEN SIZES ALL0WE0.
106.7
105.6
102,9
100.6
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SCANNED
BY
St. Lucie County
MIAMI. MIAMI-DADE COUNTY
- 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
_NOTICE OF ACCEPTANCE (NOA) w w.miamidade.eov/economy
CGI Windows and Doors, Inc.
10100 NW 25" Street
Miami, FL 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed ieffothokrit�
materi tControl Section at be used itt Miami Dade County t ar h a { y�e�
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
Code, including the High Velocity Hurricane Zone.
APPROVAL DOCUMENT: rawing o. WOS-04, title Series "360" Alum Single Hung Wdw. (L.M.I.),
sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15,
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 expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellseries, 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.
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# 12-0822.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
fem)
NOA No.15-0512.07
MAMbDADE COUNTY '� ExpirationDate: May05,2020
Approval Date: September03,2015
Page 1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOANo. 05-0215.02)
2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1,
IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated
05/05/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. Test reports on:, 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03103/15, signed and sealed by Ramesh C. Patel, P.E.
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
M aue ere , P.E.
Product Cont of Ex miner
NOA N . -0512.07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNT1N0ED)
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) Small Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA
1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted underNOANo. 08-1208.06)
5. 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) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04,
AAMA 1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04,
signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 05-0215.02)
C. CALCULATIONS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no
financial interest, dated July 16, 2014, issued by AI-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No.14-0822.11)
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
Mauuel Pere
Product Control Ex min
NOA No. 15-0 .07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 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.14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 12/11/18.
3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'" Edition (2014), and of no
financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOANo.14-0822.11)
2. Laboratory compliance letters for Test Report No. HTI.-0080-0402-08, specimens 1,
2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted under NOANo. 08-1208.06)
3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1,
2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed
and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 05-0215.02)
4. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as
well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass
spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by
Jaime Gascon, Supervisor,
G. OTB ERS
1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their
Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and
expiring on 05/05/20.
a
Mmutei Per , P..
Product Control E mi r
NOA No.15-0512.07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-3
ag
ALFARQ QC R"O MC
womuxse rxaouno wnrrnwr
iZi9SW.H�RVE
R
A
5&1-6591
Stondard 12 Psf Sill
in
IR A
Glazing of Insulated Laminated
Optional 15 PSF Water kr Moptor
Q. -t w .am ... mu tree
(110.l ton saes
(S. 6. Io .feel.
.pacing mforma4on)
3. 3 ♦ ONO r
IIE VAIN 1116E
Bill of Materials
ITEM
PART B
QUANTITY
DESCRIPTION
MANF./SUPPLIER
REMARKS
1
W23201NG
AS REDD.
WOOL PILE WRH CENTER SOFT FIN (GRAY)
ULTRAFAB/SCHLEGEL
2
CC)-612P
AS REOD.
PVSNC BUMPER GUIDE
PROTOI PLASTIC EXTRUSIONS
CONTINUOUS AT INTERLOCK
3
4
5
9146-4
2
WEEP HOLE COVER
GLAZING
BUILDERS PIASDC COMPANY
N/A
N/A
AS REOD.
VARIES
CUSTOM CRESTING
1
COMPLETE SCREEN
rZINC
6MI-6150
& 616C
1 OR 2
COMBNNTION EGRESS LOCK AND UFf/PULL
ATTACHED W/(2) 98 X 5/8' FH SMS
1 O WOWS. 28' WIDE & SMALLER
2 O WPNS. OVER 28' WLDE
>A30>DO
8
9 _
10
&
L30T05
1 OR 2
CPRONR. SWEEP LOCK & KEEPER (replpcn
item 6) ATTACHED W/(4) Q6 X 5/8' FH SIRS
ZINC
TRUTH HARDWARE Oft EOUN.
TRUTH HARDWARE OF EQUIV.
1 O WOWS. 28' WIDE & SMALLER
2 O WDWS. CVER 28' WIDE
18-11-XX-100
CGI-614C
1 OR 2
1 O WDWS. 28' WIDE & SMM.ER
2 O WOWS OVER 28' WIDE
2
TIE DOWN BLOCK
ZINC
CUSTOM CASTING
VARIES
VARIES
2
2
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VARIES
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11
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COVPR
PVC
PROTOTPE PVSRC EXTRUSIONS
LOCATED AT TOP HM OF EACH JAMB
12
CGI-6181,
2
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VENT STOP
PVC
PVC
PROTOTYPE PLASTIC EXTRUSIONS
PROTOTYPE PVSNC EXTRUSIONS
LOCATED AT TOP OF JAMBS
LOCATED AT TOP OF MED VENT
14
CGI-613P
2
RXED VENT SHIM
15
16
COI-619P
CGI-602N
2
TOP GUIDE AT OPERABLE VENT
NYLON
CUSTOM CASTING
CUSTOM CASTING
2
BODOM GUIDE/OUP AT OPERABLE VENT
NYLON
17
CGI-e] C
2
CARRIER SySIQd
VERT ASSEMBLY SCREWS
ZINC
CUSTOM CASING
OPTGWP - &VAVGE ATTACHES TO IT
18
N/A
16
S/S
VARIES
I VARIES
/10 X 1 1/4' PH SMS (2 FOR CORNER)
19
N/A
CGI-382V
12
AS REOD.
FRAME ASSEMBLY SCAM
S/S
1010 X 1 1/4' PH SNS (2 PEST CDRN
20
VINYL BULB
PVC
PROTOTYPE PLUTO EXTRUSIONS
21
VARIES
AS REOD.
STUCNRAL S JCONE
SILICONE
I GE-1200. GE-2000. & DOA 995
22
23
CGI-632
1 OR 2
COMBIN4DON EGRESS WB LOCK & UFT/PALL
ATTACHED W/(2) ®8 X 5/5' FH SMS
ZINC
CUSTOM CASTING
(FOR USE WITH WATER&W)
1 1 O WDWS. 28' WIOE & SMALLCR
2 O WOWS. OVER 28' WIDE
2/ LRE
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Test Type and Method
Results
Air mnuefia. Teel (ASDI-E203)
O 1.57 last peamliol e 041
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VALUES FOR EXIE)LOR LOADS(f) SHOWN ME
FOR SILL GTH vm1ERRM ADAPTER
FOR WINDOWS WRRaUT MUABAA PDMTER
UNIT EX(ERIQR(i) LOADS M 50.0 PSF
width
a� M
IL 11 iaa lLile {I/
0
�p
U a
o F:g
C �3g
jLLzg�¢
Q W:133F
51
0
0
A, gg
_9
gig
Of Am 2 DO
H 2
120' MM.
Pig
I
pup
gg4 -2
Ji
IN.�j G (L" 0 lft=COQ CORPMMON
4 D
'IND' 7IR
.W' 25M MM
33172
I.W 11-112
nstollation Type
W..d 8
B.Uk bed 1.
... rest (UP)
1/4' Dia.
at
Flat Htecd
0, (hp)
carol)
L U
I x 4 Beveled P.T.
Wood Sure (ty,$)
IMPORTANT NOTE:
Wood Bucks must sustain
loads imposed by glazing
,.W. and transfer
them to the building
structure.
OpD.rw
N, �.Icd
be
W do
S.I.ot cod Buck
(dotted)
_2p�and P,—Cls' Sill
WPICAT, ANCHORS, — CAN. now —o
1/4' DIX ULjrRACDH BY -Q-CO' �Izz M Fz�hss can
I dkif DUL HIJI Keffll Or -he M `�"n scur
,,, 2W WOOD BUCKS OR WOOD STRUCTURES
1-1/2- MAI PENETRATION WTO WOW
WRU I W BUCKS DhOr CONC. OR MASONRY
1-1/4' VIA. EMBED IWO CONC. OR MA5ONW
DIRECTLY IWO CONCRETE OR H= BROOKS
1_3/4. MIN. NEED ,r CONCRETE OR TTU[jDD BLOCK
losses Is )
Inn, MAIMI-DADE W,,, Pp,,,l WUMONS (MIN. WK. 1/8)
two MUM- STRuChURES
S� : 12 GA. MIN. (IFY - W ch
,,,MlNUA ; 1/13' WK. MIN. (IND0-TS MIN)
IN CONTACT P, AUUMNUM TO BE PUATED OR PAINTED)
�IUT ESCE DISTANCE
= CONCRIM AND MASONRY . 2-Ile MIN.
Wo WOOD STRUCTURE - I' MA-
,,, NEE, P,,MWE - 3/4' MIN.
w,W AT NEAD. Su OR JAMSS So - 0� MIN,
CONCRETE AT ,I, suj� OR UAuss Inc - zEW M MIN
C-M � ELOCs AT UAfES V. - Wou M M
Values for lawallolion Type �A� apply to the following installation types. with
m.hirmun him space 1/4� '
I - Using 1by p.T_ sued hookc, min. 3/4� thick.
2- Directly into mccon, Without the use of wood bucks.
3- Directly into a steel or aluminum structure
Min' 1/8- flick and using #14 Taus or !ieff drilling screws.
Structure rn.� be designed by otho,. to suawl. the loado imp.�ad
by the Vndow.
21115
BN
0
W05-04
[251clll I �onT,,p6 ' �B
_,as Bock
Sock bad ii
ocolont (ty,
4
Fiat Hood
(typ)
0
Optilool P,b-C..t Sig
3 1 2-
77�
2 3/4-
2 . 4 B..Ibd P.T.
Wood Buck (typ)
FLn - StOIV—t..—nTyp—. "C"
b
-.-.d, o -d a.,rj
8 ck tood n
000lank (t,,)
rt
Sc�k
lm Dio. riot Head kh")
a 0,
Ujo. thlracor,`Kwlk-�n
'Is.c's
T1 4 P.T. Wood Buck (typ)
Sea hotell.tkor
Typel A I
for x 4 A, 2 . 4
P.T. Wood Buck Styles
L
VJPORTN� Rom
Wood Sucks Must socein
loads treased by glazing
system and transfer
them to the bultding
structure.
1 1/2' the.
Told Wood
Penetrates
0
d
7
T
T--�tz .rm
g gig
.0
-
- - - - - - -
- - - - -
4 9
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-
- - - - - - -
- - - - - - -
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TU
IMES
r
N
2 u
9 9
(�)jl � AL�AROOQ CGHPDM�lc
DOORS
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f
c
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IN
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10IN N.W 25W �W
MMI. � �3172 ��M. FM�=� c