1189 NE 102 St (8)MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 3 -7- DZ Time
Type Insp'n q
Permit No. , ��jj ID O` D� - 3
Name
Address
Company
Approved
Correction
Re- Insp'n Fee
Phone # ( os .� (o l 3 ad
For Inspector: 3 Name & Date
3/b/
MIA M I•DADE
PRODUCT CONTROL NOTICE, OF ACCEPTANCE
PCT Industries
1070 Technology Drive
Nokomis ,I'L 34275
The expense of such testing will be incurred by the manufacturer.
APPROVED: 06/28/2001
Us0150001 \pc2000\\tempIa accepunce cover p2Ee.dot
Internet trail address: postmaster ®btiildingcodeonlinc.conl
MIAMI-DADE COUNTY. FLORIDA
IME RO -DAI)E FLAGLCR BUILDING
BUILDING CODE; c:o ii'LIANCF; OFFICE
hlliTRO- I)AI)li I'I.A(11.I R 131)11.1)1N(i
1411 WEST I LA(il.l ?R STltlilsl Sllrl•li 1603
huAAll. F1.ORIDA 33130.1563
(305) 375 -2901 FAN (305) 375 - 2905
( :os 1.10ENSIN(; SECTION
(305) 375.527 FAN (305)375-255N
CONTR. ENFORCENIKNT DIVISION
(305) 375.296(, FAN (305)375-290S
Your application for Notice of Acceptance (NOA) of:
1"x Std. Wall - Aluminum Tube Clipped Mullions
• under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade
County Building Code Compliance Office (I3CCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. 1 this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
ttsc of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by 13CC0 that this product or material fails to meet the requirements of the South Florida
Building Code.
I'It(Inl)( - r ((IN 1110!. 01VISl1)\
(305) 375 -2902 1 :AN (305) 372.6339
ACCEPTANCE NO.: 00- 0912.05
EXPIRES: 06/28/2006 Raul Rodrigues
Chief Product Control Division
THIS IS THE COVERS11EET, SEE A1)I)ITION,11, PAGES F012 SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEF.
This application for Product Approval has been reviewed by the I3CCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco .1. Quintana. R.A.
Director
Miami -Dade County
Building Code Compliance Office
11ontcp:%gc: http : / /www.buildingcodcuulinc.com
PCT Industries
ACCEPTANCE No.: 00- 0912.05
APPROvED . JUN 2 8 2001
i xiii 1;.5 JUN •2 8 2006
NOTICE OF ACCEPTANCE: SPEC1nC CONDITIONS
1. SCOPE
1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SF[3C), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFDC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The I "x Standard Wall - •Aluutinunt be Clipped Mullion and its components shall be
constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through
5 of 5, titled "I" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00,
signed and scaled by Robert L. Clark, 1'.L'., 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 Division. These documents shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as
shown in the approved drawings.
3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either 1 x2x.125 (2 anchors)
mullion or lx4x.125 (4 anchors) mullion, sec corresponding table in approved drawings.
3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced
above and also listed in the individual window's Notice of Acceptance.
4. INSTALLATION
4.1 The clipped mullion system and its components shall be installed in strict compliance with the
approved dra ngs.
4.2 This ntullioi can c installed as part of an impact resistant unit.
5. LABELIN
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dadc County Product Control Approved ".
6. BUILDING PERMIT REQUIREI\1EN'I'S
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance, with mullion option Indicated.
6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion.
6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.4 Any other documents required by the Building Official or the South Florida jBuilding Code
(SFI3C) in order to properly evaluate the installat• n of t)iis system
Manu Perez, P.E. Product Co� Examiner
Produ ontrol Division
2
PC"l' Industries
ACCEPTANCE No.: 00- 0912.05
APPROVED JUN 2 8 2001
EXPIRES JUN 2 8 2006
NOTICE OF ACCEPTANCE: Si'ANDARI) CONDITIONS
1. Renewal of this Acccptancc (approval) shall be considered tiller a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
arc no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturers name, city,
state, and the following statement: "Miami - Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acccptancc will not bc considered if:
a. There has been a change in thc South Florida Building Code affecting thc evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acccptancc holder has not complied with all thc requirements of this acceptance,
including the correct installation of the product.
d. The cnginccr who originally prepared, signed and scaled thc required documentation initially
submitted, is no longer practicing thc engineering profession.
4. Any revision or change in thc materials, use, and /or manufacture of the product or proccss shall
automatically be cause for termination of this Acccptancc, unless prior written approval has bccn
requested (through the filing of a revision application with appropriate fcc) and granted by this
office.
5. Any oldie following shall also bc grounds for removal of this Acccptancc:
a. Unsatisfactory performance adds product or process.
b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and
followed by thc expiration date may bc displayed in advertising literature. if any portion of the
Notice of Acccptancc is displayed, then it shall be done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies,
shall bc provided to thc user by the manufacturer or its distributors and shall bc available for
inspection at the job sitc at all time. The cnginccr needs not reseal the copies.
8. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of
Acceptance.
9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3.
ENI) OF TiIIS ACCEPTS \NCE
3
Manu Per 'z, P.E., Product Coptr l)Examiner
Produ ontrol Division
NOT CS:
3.
r.
ANCHORS:
BOTH i:N::S\
G:i.ai?
PRODUCT
•
TYP.
MULLION
GLAZING
PRODUCT
1 W2
(2) I V IND0'''MULLED TOGETHER
Tl- ER
FOR D` Lrf;'r'.'I,'JI'VG MAX ALLO /ABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
1,/4X 00E W UR W 1 +V/2
MULL LENGTH ; = H
/11°I1Q1 S:
T YP . "8
"0"
DOTH ENDS
H
•
1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION
REFER TO H :ETS 2, 3 AND 5
. S{ INDO /C' 1;'='"Y BE MULLED TOGETHER, TO A ,'AA;;. OF 5 UNiT5
MULLIONS ARE APPROVED FOR IMPACT 2: NON - -IMPACT
REFERENCE TEST REPORT • FTL -2902, 2903 AND 2975
V / - -1
GLAZ
Ii F ROD UCT
T 7 .
TYP.
MULL/011
GLA.'!t 10
PRODUCT
I I
H2
P1
/1 = 1-11 +H2
(1 WINDOW MULLED
Ii / /ONE AI0'/
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PACE 5 OF 5
',MAX OPENING = H 0;? H 1 +H2
Rob:;rt —
::i 1070 TECH; I0LOCY DRIVE
- i l 5 FL . 342 75
_Etta:
ANCHORS:
;PE. 't7 ,
"C OR "0"
BOTH ENDS
TYP.
MULLIOt.
GLAZING
PRODUCT
GL•1ZINC
PRODUCT
-W1 }'/2
},
}ti' = '; 1 +S','2
H = ,L'1+ H2
(2) WINDO,'iS MULLED
►;/ /Oii! c A DOVE
FOR DETER, ":MINING PAX ALLOWABLE
i)ESIGI J PR ESSJRE SEE TABLES
011 PAGE 5 OF 5
1';' 1) MAX OPENING = H OR I-I 1 +H2
MULL LENGTH = W OR 'Y1 +'V2
1':f2)',ff /:X OPENING =_ W OR N/1 +W2
MULL LENGTH = 1-11
w
GLAZING
PRODUCT
•
• •
• • • • •
ANCHORS:
▪ TYPE "a
« . b, .
• 'Coat ENDS.
• • ••• • • • •••
• • • • • • • • • • • • • •
• • • • • • • • • • • • • •
•
• • • • • ••• • • • • •
• • • • • • • • • • •
• • • • • ,t,;cs+cs • • • •
TYPE a
••
• ••
H1
•
• •• •
• • • • •
• • • • • • • •
•• • • •
• • • •
• • •
•
• • ••• ••
---- f: Ch :<d Hy: I %c :e:
I
Orrin L .':
71/2 ,- J
P. J.P. 8w
0,:5;r;26,:,!;: ---
A E' 'c )E TA IL
1 S; WALL MULLION
Series /.i ?orel: Sec1e: Sh eaf:
P.O. ao;< • 1342 MULLS NTS ( 1 of 5
110;;OMIS, FL
\ t
I w
TYP.
MULLION
GLAZING I
PRODUCT 1GLAZING
PRODUCT
r1
Pe':ision9:
GI 4 Z1;'IC
PRODUCT
GLAZ!NC
PRODUCT
1 -1V 1 -- -
W = } }'I + •i - S'!3
H = 1-11 +1•12
I Drr., wing 1;o.
P2
r! 1
1AULTIPL Ly WINDOWS V ED
1 ,Y/0 N E A `NONE
FOR DETERMINING MAX ALLO;MBLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR H 1+112
MULL LENGTH == W OR W11-.Y2 +W3
M4) MAX OPENING \1G = I �' 1 -,'+ i�i 2 OR W +
W3
IN irif n �� � � I 1I1 i J
„MULL LENGTH = 111
Aprp,ov :G S ! C.`di';.l'1•`lG V.1111 1i!E
SOUTH FLOfi;0.1 C 'CE
C.r ;r id1 i,,•!.
CC ;T OL CCdiSiON (J
U'.G ; iG CODE C� I,a'L1ANC _ O' F:Cii
F: •OS"
ACCEPTANCE 1 ::._ ..--- - -.----
6620
T?cv:
Y.G.T.
110N CLIP
IT FIANCES OP
LL CL;.' TO FORM A
I
INS TALL AS SHOW'.'
FOR 1" MULL. :',"
P.C.T. Ix IIULLION —\
fi
Ix M ULLI ON —`,.. ___ _ -
?.!U1.1_
P.C.T.
MULLION
TYPICAL MULLION TO MULLION INSTALLATION TYPE "A".
.e"
1 - 2" CR 4"-1
(Tyr-) , i :(,) r; 0
i 1k (iyp);
DOD (TYP) ; 0
EUCK 18 (I
) L.
4 (
1
INTITY Or ANCHORS SI A,RE. FOR A. PICTORIAL
) 1? Ea ONLY. F01? Corerdir T QUANTITY OF
1-1ORS PLEASE REFER TO CI-MITTS AND FIND THE
?RECT MULL SIZE AND PRESSURE REQ'D FOR YOUR
APPLICATION.
E;
OR MULL SIZE AND QUANTITY OF ANCHORS REOUIRED
EE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3.
);_ilitITITY ANCHOf?S FOR ML}.L—TO—CLIP IS THE Si 'E
THE OUANTTIY OF ANCHORS FROM CLIP—TO—OPENING.
TEFERENCE TEST REPORT FTL-2902, 2903 AND 2975
•
112 F.H. s..u.s.
ED ON
OPPOSITE S:OES
/— (SO A3 NOT TO
Y ltITER:- WITH
/ E.Ac."! OMER)
/12 I.S. E.N (199B
AU. FASTENERS S
M'ST P.E DADE COUNTY
PtigiED. SEE NOTE 11
—2" Of?
7 (PICA!. :',1/ ILLI1N TO STRUCTURE WiTH
W( BUCK TYPE "R".
/12 F.H.
STACCET-:ED ON
OPF0.;:; SIPIES
(SO AS NOT TO
INT E.9PPIT E '61171
EACH C77-IER)
SEEN
(1691)
pi• . 1 kJ@
WCOO ALL
MUST E7 CODE' cou,-;ri
,APP',ED. SEE NOTE /1
P.C.T. Ix MULLION
WOCO BUCK
R EA IOVED TO
CONCRETE
P.C.T. Ix MULLION —\
/: (,(
,— •
.5 / (
Robert: L. a(1:, P.E.
P.111 ;439712
• • • • • •
•• •• • • •
• • • • • •
• • • • • •
• • • • •
• • • • • • •
1070 TECHNOLOGY DRIVE
• • • • •
• • • • •
• •
•
14;1 4"—i
• • e e
• • • • • li my • • • •
•
0 • •
1 : '1° • • • •
• • .
• • • •
Mes
17-- BUC ...• ••(•TYPLI11,71r.7..
• • • • ot$ • • ,"
2:3 (TP)
•• • • I .
: • • • • •••• 3
• • 1 f . • 4 •
. .
TYPICAL MULLION TO STRUCTURE WITH WOOD
BUCK REMOVED FROM CONC. TYPE "C '1
/—
" • •
•
1
:!? MIN.— I—
—2" OR 4"-1
TYP!CAL ,Y( ILL ION TO STRUCTURE WITH
W000 r. AND CONC. TYPE "Cr.
Ef:
Ef:
J.
Date:
c!
1 .r)
P.O. BOX 1529
Chkd Ey: 10c te: Povision.17:
STD.
NOKOMIS, FL 3-1275 NOKOMIS, FL 34274
INS TA LLA
WALL. ML
Seri-WModel:
MULLS .
/12 FM.
STAGGERED ON
OPPOSITE S1DES
_ (:30 AS '107 TO
P.TERFERE yilni
EACH OTHER)
SEE NOTE I
14;1. 1 TAPCON (2461)
' . I Pt:WETRATION INTO
. , CONCRETE OR °LOOK
• S TRUC TURE. ALL FASTENERS
MUST 6E: D.41_:+ COUNTY
APPROVED. SEE NOTE 11
112 F.tt
STAGCE R ED ON
OPPOSITE SOES
(so AS NOT TO
/ TOW:ERE WITH
EACH OTHER)
,•/ S EE tI0 TE /1
!MN. -'co: T (24/3.9
\ PIN. 1; PE,'.';.. INTO
) P.L.CC:i.;
S ALL FS fENERS
• Z1 ..:UST SE 0.17E Fr'
• ' •• .A.PP.'70:ED. SEE /.OTC . 1 1
ILL/ON
710N DETAIL_
. ...i v: St)/': --) 0rowit.9 N.:,
[
C'D'!.PLI. OFFICE
/OS 2 ef 6620
TLIP LENGTH CHART
FOR lx I.'!ULL
Si7_ E
'A'
1
-11
Ilv
J I
1
I b
J I I T'1' OF
I O RS J! i•.i i,I
FOR A PICTORIAL
?FS ENTA N
FOR CORRECT
J TI TY OF
' -IOR S PLEASE
-R TO CI-/ARTS
FIND Ti
?ECT MULL SIZE
'0 FOR YOUR
;IFIC
JCATION.
5
— — —,
s l
r
A
2
0
G
1
1- MAX
1
1 " MULL CLIP
Tti;YO (2) ANCHOR LOCATIONS
ExTRUS10'i DWG !T 1099
NOTE:
1. REFERENCE TEST REPORT FTL AND 2975
8- MIN. FROM
ENDS (TYP)
13 4
r i'i.
1
Eb-
1 " MULL CLIP
ECU? (4) ANCHOR LOCATIONS
EXTRUSION DWG „ iOS9
• ..• • • • •••
•• •• • • • • • • • • •
• • • • • • • • • • • • • • •
•
• • • ••• • • • • •
• • • • • • • • •
•
• • ••• • • • • • • .••
• •
• • • ••
• • • •
• • • •
• • •
• •••
••••
•
••
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•
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i
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•
• '3 •• • • • •
4
r
(-' i n
! . v. r-.
D._cr.,•fio ..
`_rigs /A %O jel:
1070 TECHNOLOGY DRIVE P.0. OOX 1529
1dOK0!.!i:i, rt. 3:275 NOKO;.!IS, ri. 3.27; MULLS
r
MIN. FROM
END (TYP)
E _ J
1 �
8
1 " STD. WALL ✓IULLI01`.l
S:o �neef.
( NTS3 afJ
1 " /;MULL CLIP ;I,' /1 ;DS REMOVED
TWO (2 ANCHOR LOCATIONS
EXTRUSION. G'%iG a 1099
'.4Lfl ! (I I /T SS PF
_(.)1.il (4) /'`i.,` ;1-10R 1.. /, J " 1 �," j( '►S —
1099
/., IN. FROM
P7;0'i ;) AS r,+^.I; :1",, va f l : I I IE
, CJD
i‘.7/U1 LION .J CLIP A ,I Cf -I o n LOa l om
Draw to.
END (TYP) .
6620
3
3-7
1
1
( T YR )
VOTF.:
EFERENCE TEST REPORT [TL-2902, 2903 AND 2975
MA T ' L. 6063-7
/1
/;;;/
(- 7
Roly:n L. Clark, EE.
PE. 09712
Structural
2
STD. WALL. MULI S
.• ; ;'' ". • ,
.• - •• • , .- • . , . . „
. .
• -; ,
• • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • •
• • • • • • • •
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • • • •
• • • • • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• • • • • • • • • •
e • •••• • • 1
• • • 1 -•----•*"
• 1
_...,1_
r _
4 -
!
i.:);.vd ;;.:•••-:;•.::
P . P.
/26/ on
0-.3ter ,
r.' •
1)R01-/L ES
1 " STD. 1 ,4 1 ,41_1 . I LL I 0 N
(TYP)
' •
• • • •
• • •
• • •
• • • • • •
• • • • • •
--- 14OMIS, FL 34274 MULLS
—
- ------ --
P.O. POY 1529 Scries/P•i.:J•g:
—i
' ..S..:•:1:•• .• : Sir :',2 i :
N T514- 0 5 Car,ving No.
6620
10/0 TECI-VIOLOGY C.riKE
AP:"/E0 IS COM::;1:11;;G I i IE
C.;AH rr!r)4 11;:l
L'f,V:310;; ()
CC
() - c? 1 . 1)
50
— 60
60 I
70 I 80 90 f 100
110 120
130 160
129
115
107 f 104
103 f 103
103
103
103
103
_
83_
73
67 1 63
61
L 61
49
61
61
61
61
-
70
61
55 52
50
49
49
49
49
57
49
44 ( 41
39
38
38
38
38
38
41
35
30_
23
20- .._
35 ,
30
31
27
29
27
23
26
22
__25
21
25
20
25
20
25
20 —
24
26
23
21
19
18
18
17
17
17
-
_20
17
17
16
-
-
-
-
-
15
-
-
-
-
-
-
-
-
18
15
-
-
-
-
-
-
-
95
87
- 81
77
74
- _120
102
90
81
74
( 69
65
63
61
t !, I
I I I
I
_
111
94
83
74
63
{ 63
60
57
55
53
- _ — _88
75
65
59
53
1 49
46
44
1
42
40
7 2
59
41
60
50
53
47
43
1 39
37
35
125
chors
50
60 I
OPENING WIDTH
IN INCHES
1 100
1107
120 i
130
160
70
80
90
170
170
170
170
t
170
i 170
170
1
170
f
170
170
170
170
170
170
170
170
170_ _
170
170 __
•
170
170_
170
170
1 170
170
170
L _ 170
170
157
1
1
170
170
157
170
170
157
(
17b
70 _
1 170
• T■ : •••••■••■;
1 CO I
1.0 (.0 CO (a)
I •
•
; ! :
170
170
170
l
162
158
157
170
160
157
141
143
;
134
127
124
12.2
122
122
106
128
1
119
1 112
108
106
106
_14_5
120 -
127
— 105 -
115
i
106
100
96
93
92
72
92
71
_
142
95
87
- 81
77
74
- _120
102
90
81
74
( 69
65
63
61
59
_
111
94
83
74
63
{ 63
60
57
55
53
- _ — _88
75
65
59
53
1 49
46
44
1
42
40
7 2
59
41
60
50
53
47
43
1 39
37
35
1
33
31
43
38
35
i 32
30
1
28
27
18
24
35
30
27
24
i 22
20
1
19
1
16
38
32
28
24
22
1 20
19
1
17
16
-
- -17
-
-
-
-
( -
-
I
-
'
-
-
.2"x.125
,hchors
42
48
0.625
54
60
63
72
7.6
10 8
111
144
; 4x
An
NOTES:
MAXIMUM ALLOWABLE PRESSURE IN PSF.
DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A• TIME. SEE SHEET 1.
Robert L. Clark, P.E.
REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 P.F. 039712
Structural
ND1JS ic13 _S
• • ••• • • • •••
• • • • • • • •• •• •
• • • • ••••• • •
• • • ••• • • • •
•
•
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VerticalMull
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Title:
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1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS, FL 34275 NOKOMIS, FL 34274
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Mull
• •• •,• •• Length
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_ _Opening
Width
Horizontal Mull
Opening
Width
P�lultiple rviulle :i Units
Opening
, �•
b,iJ�n
Chid Cy:
Drawn 6/:
P.J.P. 1 Da
4j 25/00
aeseription: •
PRESSURE CHARTS
rrS
STD. WALL MULLION
Series /Modsl:
MULLS
J
I— Bbl a 11 -1
r Length
Mull
Length
f;e isio7ls:
Scala: Shot:
N7S S5 o/5
/.PPt13VED AS COMPLYIN3 ?AM THE
SOUTH F rh; A QUILD rnDE
1
. 5J I 2 NG. 8 2Q
PROD rC 3:iTROLDI' /ISI011
3U :LO!NG CODE COMPLIANCE OFFICE
:.0 „r: ... CE No 00 - 0`? o
Drawing tlo.
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Rcv:
6620
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