HomeMy WebLinkAboutNOASCANNED
BY
= M AMI. St. Lucie County
•
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE NOA
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T(786)315-2590 F(786)315-2599
www.miamidnde gov/ueraJ
PGT Industries I?
1070 Technology Drive
North Venice, FL 34275�
SCOPE:
This NOA is being issued under the applica �lations governing the use of construction
materials. The documentation submitted h'asn lbviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AM).
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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-200" Aluminum Single Hung Window —N L
APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05/11/1I with revision A dated 10/10/11, prepared by manufacturer, signed
and Sealed by Anthony Lynn Miller, 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: None
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 revises NOA # 11-0614.01 and consists of this page 1 and evidence page E• 1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
ST. U UIIDiGDION NOANo.11-1013.12
Expiration Date: September 01, 2016
REVD F CO LIANCE Approval Date: December 08, 201I
� Y Page l
DATE
PLANS D PERMIT MUST BE IMPT ON JOB
OR NO INSPECTION WILL BE MADE,
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NO CHANGE
J ROSOWSKI
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SINGLE HUNG WINDOW INSTALL. -:N
o
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samy,se. sm� soe Dmyrrs w A>,,:
INSTALLATION DETAILS FOR FLANGE. FRAMES
INSTALLATION
OPTION 1
CURVED HEADER
INSTALLATIONINTOWOOD
2X. SEE NOTE 2, THIS SHEET.
EMBEDMENT
114• MM
IAN'
VISIBLE
LIGHT
HEIGHT
F41
EXT R — U I I USE EITHER
U LATSE EITHER
BOTTOM LOCK
32 (611).TE1D
L UNIT LOCATION!
36 ITLOFROM
B4 VENTEND.
VISIBLE 7
LIGHT
HEIGHT 34
CONCRETEICMU CONCRETEICMU
OPTIONALADOON 13 EMBEDMENT PER
NCHOR PER ANCHOR
FLANGE 0 HEAD, REQUIREMENT
SILLS JAMBS T 3
1L4-MAX 41 27
EDGE SHIM 12 81
'" 70 '•SY '.
DISTANCEI' `
A
1
TYRANCHOR
TYPE.
EMBEDMENT
MAX
SHIM
ANDEDGE
DISTANCE PER
1
BATE,
SEEEETAE.
SHEET.
THIS SXEET.
INSTALLATION
OPTION 1
INSTALLATION
STRAIGHT HEADER
OPTION
INSTALLATIONONTO
INSTALLATION
WOOD 2X. NO ANCHORS
ANCHORS DIRECTLI
REQUIRED AT HEADER.
INTO MASONRY.
1/4` MAX SHIM
INSTALLATION
OPTION 4
INSTALLATION
ANCHORS
OIRECTLYINM
METAL.
DARE APPROVED MULLION,
ALUMINUM, STEEL FRAMING OR E TOR
STEELSTUD.SEE.... ATE n
43v S4 EXTERIOR
MSISLE LIGHT WIDTH ill v
SUCK WIDTH
TIP-TO-TIPWIDTIH
HORIZONTAL SECTION A -A
TABLE 5:
Anchor
Group
Anchor
SuhmAte
Min. Edge
OletAna
MID.
Emhetlment
A
1/4' 10 SS CMt6Fle%
Un3roIRe CMU, (A51M 0
1"
1.1/4"
B
512 Steel SM6
SCMW (ON
P.T Southern Pme(SO -.66)
B71B'
iS/S"
1141410 SS CmteFleX
Comrate (min 3.36 kel)
1"
1"
UnoWed CMU, IASTM C90)
I.V4"
1-114"
C
1/4" Bleel UiDeeSn
P.T. Southern Plne 8 I =.66
i"
13'6"
Conerete (min 2.7 kep
1"
1310"
Ungrculed CMU, (ASTM C-SO)
T.
1.114"
• MIMIMUM
OF 3 THREADS BEYOND
THE METAL SUBSTRATE.
AlLnnlnum, 8083-78 min.
3/B"
1/8"•
Steel ewa, or. 33 min
s/B^
o.os4e RD 09)'
A98 Steel
9/B'
1/8"•
P.T Batham'P.ine (SG R.66)
1"
1318"
v PROPERTIES. TABLE 6, THIS SHEET.
NOTES
43 1) USE ONLY SUBSTMTE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2264"
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6. THIS SHEET. ALL WOOD SUCKS LESS THAN I-0/2`THI,
NOANCHORS
REQUIRED IN
FLANGE
FRAME SILL
SHEET. -.._....._.._ .................... ..-....,....
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO 1 t I I I I 111
REFERRED TO AS DAYLIGHT OPENING) 18 11y CN'�,,,,,N4q •I,�
MEASURED FROM BEADINGM BEADING. 1�."'.. .." I
T 114-MAXSHIM •,.*
*' No.58705
!. ) CONCRETE PER Q
ANCHOR
.•a.'t ��'•' ,,r•'• REQUIREMENT A'•, dOfO 11 44
....... • '. �SS gORIDP..�G\2�
VERTICAL SECTION B-B ZO/NAL111E,
A LYN IkILI ER,PE
Cil OF AVIH. #20206
TYP.ANCHOR
TYPE,
EMBEOMENTAN
SEETABLES,
THISSHEET.
E
DISTANOG2CE
INSTALLATION
OPTIOr.
INSTALLATION, IS
THROUGH 1XII IF
INTO MASONRY.
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH:TIRTO-TIPWIOTH-4•
HEIGHTTIP-T0MP WIDTHR-"I8-
VISIBLE IG T FORMULAS
(EQUAL-LITE)
WIDTH (BASH): TIP-TC-nP WIDTH-6-VU
WIDTH (FIXEDp TIP-M-TIP WIDTH-4•
HEIGHT RIP -TO -TIP HEIGHT-74110y2
TARO TO BE CONSIDERED IX INSTALLATIONS.
THICK OR GREATER. 1 X AN 0 2X BUCKS
ILLATION ISTHE RESPONSIBILITY OF THE PRODUCTRBWSED
M complyin�gG T40 t1m101adda
Bail41'vq Qodv
AmopmnaP Pb I. 01
lud 4. paM: R.,tem 8 Im6en Dam G
JJ 10/10/11 1 NO CHANGE By
brtl Wy: ce. I Revmlaal M4m1 Pro o<I
ANGE FRAME INSTALLATION DETAILS I J ROSOWSKI
OGLE HUNG WINDOW INSTALLATION 05/11/11
r-VINM Seats: S e�i Omwmp Na.SHRev:A SH-200 NTS 4 OF 8 MD-2O0-01
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
OPTION 6
L
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR(SCREW)
THROUGH THE FIN
EDGE
DISTANCE
S
1ABe° l
VISIBLE
1_ L
LIGHT
HEIGHT
41
EXTERIOR
2.T61' a
2X WOOD, BEE NOTE 2, THIS SHEET
j I EMBEDMENT
3S �
L
VISIBLE
LIGHT
HEIGHT
43
2.264' 31
INSTALLATION
OPTION 6
INSTALLATIONANCHOR
(NAIL) THROUGH THE FIN
11.—T
YP.ANCHORTYPE
EDGE
TYP. ANCHOR TYPE, EMBEDMENTANO
EDGE
DISTANCE EDGE DISTANCE
114-MMSHIM
EDGE
DISTANCE
EDGE DISTANCE PER SUBSTRATE, BEE
I+— 1/4'MAX SHIM TYP. ANCHOR TYPE,
DISTANCE
TABLE B,THISSHEET
EMBEDMENT AND EDGE
2X WOOD, SEI
2XWOOD.
DISTANCE PER SUBSTRATE,
O
NOTE 2, THIS
EMBEDMENT SEENOTE2,
SEE TABLE B, THIS SHEET.
SHEET
-� THIS SHEET
HORIZONTAL SECTION C-C
EDGE 2XWOOD,
BEE NOTE 2,
0
DISTANCE THIS SHEET
28 41 27
O
EDGE
DISTANCE
12 B1 10
EMBEDMENT
EMBEDMENT
EDGE DISTANCE
U U
TYPE,
PER SUBSTRATE,
EMBEDMENTANO EDGE
EMBEDMENTAND
BEE TABLE B,THIS
DISTANCE PER SUBSTRATE,
BNEET.
SEE TABLE 6, THIS SHEET.
INSTALLATION
OPTION E
STNNGHTHEADER
INSTALLATION ANCHOR
(SCREW) THROUGH THE FIN
INSTALLATION
USE EITHER
OPTION
ATCH(e20)OR
INSTALLATION
BOTTOM LOOK
ANCHOR(SCREW)
114°MAX SHIM
Nf LOCATION:
THROUGH THE FIN
1I
B-SW FROM
VENT END.
R10STEEL
SELF•ORILLINO
—4N
SMS(G6)
/ v
EXTERIOR U II
��.JullL
ALUMINUMISTEELFRAMINO OR
STEEL
20
STUD. SEE SUBSTRATE PROPERTIES,
5
TABLE 0, THIS SHEET.
NOTES�
114'MAK SHIM
1) USE ONLY SUBSTRATE
r
1
APPROPRIATE ANCHORS LISTED
ON TABLE S OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
EDGE
DISTANCE LIMITS.ANY
DISTANCE
INSTALLATION OPTION SHOWN
T)
MAYBEUSEDONANYSIDEOFTHE
—
EDGE
WINDOW
—
DISTANCE
�.0
T-
2)WOOO FRAMING OR BUCK
2X
— EMBEDMENT 1
1-ifYTHICKOR G0.EATER
2X WOOD, SEE NOTE 2, THIS SHEET
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYUGHT
:RTICAL SECTION D-D
OPENING) IS MEASURED FROM
BEADINGTOONONG.
INSTALLATION
OPTION 6
INSTALLATION
ANCHOR(SCREW)
THROUGH THE FIN
VISIBLE LIGHT WIDTH
— BUCKWIDTH —
MULLION SECTION
OR OMJZONTAMAY
OADEVER
VERTICAL HO
(CAL MAX. ,
SUBSTRATEL.
il4' SHIM. BEE SUBSTRATE
PROPERTIES,' & THI9 SHEET.
EXTERIOR
WITH FIN
REMOVED
TAar a a•
INSTALLATION
Jllvrtzy OPTIONS ,
INSTALLATIONANCHOI.' -
EXTERIOR (NAIL)THROUGHTHEFIN
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: BUCKWIDTH-3'
HEIGHT: BUCK HEIG14TT2.6.13/1W
VISIBLE LIGHT FORMULAS
(EQUAL-LITE)
WIDTH (BASH): BUCK WIDTH - 4-111 W
WIDTH (FIXED): BUCKWIDTH-W
HEIGHT: (BUCK HEIGHT-P1/18-)12
Anchor
Substrate
Min. Edge
DIVAnee
Min,
Embedment
2.112" x A1W Box Neil
P.T. SOUlhem Pine (SG • .55)
112,
2.71M'
2.1/2" x .131' Common Nail
P.T. Southern Pine (SO - .65)
9/18'
2-7116'
2412" x G45" Roofing Noll
P.T. Southern Pine (80 - .55)
0178"
2.7/16"
010 Steel SMS Screw (GO)
P.T. Southern Pine (50 0 ,55)
3/4'
1.318°
Aluminum, BDS3.76 min.
3/B"
118'
Steel Stud, Or. 33 min.
3/8"
0.038
A38 Steel
318"
1/9"
r I I I I I MIMIMUM Of 3 THREADS BEYOND THE METAL SUESTRAT
LGENS 1/ / I Rr •'• * NxtlJJ
No. 58705
A.4J'-T.. X Z= I U i�� n°•.cdp.
M I CERT. OF AUTH. #29200
INSTALLATION DETAILS
HUNG WINDOW INSTALLATION
NTS 1 5 OF 8
J ROSOWSKI
05/11/11
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2 Owmll sash halght. For clear daylight helght. subtract 3-0/16°.
3 Size range Includes the standard PmViw (3mer-2 eonflgumtlon) for the given Window Height
°MR' rafers to "Meeting Rail".
Far Moral such w1dih, subtract 2.1 WISP darn the buck dhnen3lon.
NOTES
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP.
2) FOR FIN FRAMED WINDOWS. BEE NAIL PATTERN ON SHEET 1.
3)FORSIMSNOTSHOWN,ROUND UPTOTHENE AVMLABLEWIDTH
OR HEIGHT DIMENSION SHOWN ONTNE TABLE.
4) REFER TO TABLE a, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
SEV FROM
AM
/
S. Mm
FOR ALL
1
FLANGED
WINDOWS WITH
I.
D
EADEFL AN
ADDITIONAL
IS
REQUIRED AT
THECENTS
THE HEADER.
VIEW
HI
SAW
FIGURE A: SASH CRON
SECTION(WITH
MONOLITHIC GLASS)
PRODUCTROVISED
ra.VIskGvR6tie Eladds
Daildiha Oada
Accepmrco No
apirellp Dal, Ifs
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ASSEMBLY DETAILS FOR
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3M8'ANNEALED OR
TEMPERED GLASS
ANGLEDICURVED
FRAME
ASSEMBLY
VVIEEP
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EAONEND
114'ANNEAI2D OR
TEMPEREOGLA88
90" CORNER
FRAME
ASSEM-
ASSEMBLY DETAILS FOR
FIN FRAME CORNERS
118-ANNEALEDOR
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ASSEMBLY
m.wK,.
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m mmPlyi d c`'IN N"Plaf Lde
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i
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UWANNEALEDOR TEMPEREDGLASS
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Il
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tl
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1/8" GLAZING DETAIL
3/16" GLAZING DETAIL
1/4" GLAZING DETAIL
1/2" I.G. GLAZING DETAIL
1/2" I.G. GLAZING DETAIL
•
CO
GLASSTYPESASB
GLASSTESC&D
YP
GLASS TYPE8 E BF
GLASS TYPES 081
GLABSTYPESHBJ
=�Z:W
d cy`s
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nI.QF
Item
#
POT
Dwg. #
POT Part#
Description
1
2703E
02703EW
Flange Frame Head
2
2761B
62751BW
Flange Frame Sill
3
2781
02781W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Heed
5
2714E
6Z714EW
Integral Fin Frame SIII
0
2782
62782W
Integral Fin Frame Jamb
7
2708
62708DW
Sash Bottom Rail
6
j 2707
j 62707CW
gash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
6Z709CW
Sash Side Roll
11
27408
742740AW
Sash Bottom Look
12
2785
62785W
Sash Stop
13
134
68615
Addon Flange
20
1228
61220DW
Vinyl Bulb, Flax PVC 70
21
10020
71662CW
HBad1SI11 Gasket, Polyethelyne
22
1270
TPAD116
Open Call Foam Pad
23
2772
72772SHK
Fixed Meeting Sell Plug Gasket, Rigld PVC
24
4086
1 640660
Wstp.,187 X.230 Fin Seal
26
—2-75-47
72784W
Sash Side Rell Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
'27
Vedes per Slz6
Balance
28
2711
4260OW
Sash Cam, Nylon
'29
logs
7109OW
Sweep Latch, Zinc
30
1016
7855M
#8 X.625 Ph. FI, SMS Latch Soren
31
1207
71267N
Setting Block 118'x 112' x V, EPDM
32
ODURAK318
Dumeeal-3116"
33
6DURAK14
Dumeeal-tl4'
34
Sash Bottom Look Spring
35
Screen Cloth, Fiberglass
3e
Dow Coming BBB Silicone Glazing Sealant
40
1025
016258
Glass Beed (118" Glass)
41
2719
02719E
Glass Bead (3116" Glass)
42
12B3
61283E
Glass Bead (114" Glass)
43
1253
SVT48B
Glass Bead (I.G.)
50
781POA
#8 X V QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn TWln Fast SMS -410 S.S.
52
1184
781LHPQA
#8.16 x 1 LH T AInfest Screw Ono
53
1186
781LHPQX
#8.16 x 1 LH Unfast Screw Zinc (S.SJ
64
78X1PFTFUA
#8 X 1" Ph Fl ulcul SMS
55
78X1 FPAX
#8 X 1" Ph FI - Stainless Steel
80
118" Annealed or Tempered Glass
81
'Annealed or Tempered Glass
82
114" Annealed or Tampered Glass
63
118"-114" Air-118" An. or Temp. I.G.
64
118'- 3116" Air - 3118" An. or Temp. I.G.
�— 2.0DO'
,oe1^ .ww
see
.062• .DB2• 1
OFLANGE FRAME HEAD
6061TB ALUMINUM
2.oBB° a.2xB^
.060" 1
,970' 1 080'+{
1.116'
L O30"
2005•
OINTEGRAL FIN FRAME BILL
6003•TOAU14NUM
�(F•t— A02'
mar
.Der
A
OFIXED MEETINGRAL
6083Ra ALUMINUM
F=i'-"�;
O2 FLANGE FRAME BILL
OOS"BALUMINUM
AB1'
2400' 1
Caw T
.wa• I .as? J
.057 i
OINTEGRAL FIN FRAMEJAMS
6003-TO ALUMINUM
'.238' .060" -
.Dez^
2.000• I
L600, I+— T71 A02"
.06D'
OFLANGEFRAMEJAMB
6003.TO ALUMINUM
r I
1A07'
1.220'
T osz•
062-
7 SASH BOTTOM RAIL
6063d6 ALUMINUM
2.000'
BB2• T
1U26'
.082' ---4"--
OINTEGRAL FIN FRAME HEAD
8083-TSALUMINUM
.052'rI'I1I.�AITJS—Bye'-1IIIi
I�IJ �Be
a60• F✓--
OBASH TOP RAIL
BOBB•TBAUMINUM
oar
t.teT•
A50' .03r .628-
074" 1
SAS
10 50 3SBALUMINUM tt 0346A UMNUM NPAIL 12 60 3-TOTOP ALUMINUM
,,Ili
Il NNNBFM14"1e•.Q *s% I������' �����-�\1 (�/\��,�jy1����� ep D`
C.f00/11 RONNeroOJ 1w
Jn,
ReMNm:
No. 68104i.
y�,a Rolloo.Mo
LS&
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. Box 152E
NOXOMIS.' FL 34274
CERT. OF AU711. p12205
000•
.050• T
8ADDON FLANGE
13 6D63•76ALUMINUM
PRODUCTREVISED
m romplyln2 w11N tlm FIaHd�
Dmamscoee
pcuaAAwmNo
BwolleliOB Dam 16
Ir
HUNG WINDOW INSTALLATION
NTS 1 8 OF 8
J
SCANNED
BY
mu►�t� St. Lucie County
E COUt71Y, PiARIDA
OLSRMON
D® OF PIt$Mrr1Ta1G, EMMONM6Nr, AND RIMLAIM 11 Sw 20 Stral, Roam =
AFFAIRS(PE1tA) Miaml,Plmtda33I7S-7A74.
BOARD AND CODE ADMMS17AMON DIVIS 1% (786) 315-M F (796) 315—ZS99
NOTICE OF ACCEPTANCE (NO,www.mtamldade movAera/
10" Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The docwnentation submitted has been reviewed and accepted by Miami -Dade County PERA
Product Control Section to be used in Miami -Dade County and other areas where allowed by the
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The M iiamf)ade County Product
Control Section (In Mlismi-Dade County) and/ ort w AHI (in areas other than h iarni-Dade County) reserve
the night to have this product or material tasted for quality assurance purposes. If this product or materiel
fails to perform in the accepted manner, the manufacturer will incur the a qmn of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this aceeptattce, if it is determined by Miami -Dad=• County Product
Control Section that this product or material fails to meet the requirements ofthe applicable building coda.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DFSCRIPHON: Series "PW 220 Picture;* Aluminum Find Window -NZ
APPROVAL DOCUMENT: Drawing No. MD-PW22 l titled "Pored window Instal A
Guidelines^, sheets 1 through 8 of 8, prepared by manufacture, dated 04101111 with the latest revision "A"
dated 10/19/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miner, P. E., bearing
the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and
13xpiration date by the M mmt-Dade County Product Control Section.
Aftmn :1MPACT RATING: Norte.
WEUNG.. Each unit shall bear a permanent label with tic marrahcmaces name or logo, city, state,
modelf series and following statement: "MEami-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 data 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 ofNOA.
ADVERTTSEblENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration data may be displayed in advertising literature. N any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official..
This NOA revises NOA No.11-0509.02 and consists of this page 1, evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gaacon, P. E.
.��n Date: NOA Na 11-1114.14
Expirationg b 0 Approval Dater Feb 16, 2012
Pap 1
_A
PGT Indushim Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITPED
.. W'i t, ' bRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted raider NOArs Na 11-0509.02)
2. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets
1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision
"A" dated 10/19/11, prepared by POT Industries, Inc., signed and sealed by Anthony
Lynn Miller, P: E.
B. TESTS
I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 %
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, Type "D" window, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 588-07
Along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6482, dated 03/24/11, signed and sealed by Marlin D. Brinson, P. E.
(Submitted under NOA No. 11-0509.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by POT Industries, Inc., dated 05/03/11, signed, sealed and dated 08/05/11
by Anthony Lynn Miller, P. E.
(Submitted underprtevdousNOANa 11-0509.02)
2. Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. • MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement left of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/26/11, signed and sealed by Anthony Lynn
Miller, P. E.
C��.�-
Jahn D. Gas6on, P. E.
Product Control Section Supervisor
NOA Na 11 1114.14
KwIradon Dates Auput 18, 2016
Approval Date: February 16, 2012
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Statement letter of no financial interest and independence, dated IW26/11, signed and
sealed by Anthony Lynn Miller, P. E.
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller, P. E.
4. Statement letter of no financial interest,conformance and compliance with the FBC-
2007, dated 04/24/08, signed and sealed by Anthony Lynn Miller, P. E.
(Subm1W seder prepioees NOA Na 11-0509 02)
S. Laboratory compliance letter for Test Report No. FI'L--6482, issued by Fenestration
Testing Laboratory, Inc., dated 03R4/11, signed and sealed by Marlin D. Brinson,
P. E.
(Submided under previous NOANo.11-0509.02)
G. OTHERS
1. Notice of Acceptance No.11-0509.02, issued to POT Industries, Inc, for their Series
"PW-220 Aluminum Fixed Window - Non -Impact", approved on 08/18/11 and
expiring on 08/18/16.
Jame D. Cawoq P E.
Peodaet Coetrot 3eetlon Supervisor
NOA No.11-1114.14
E:piraUon Data August 18, 2016
Approval Data February 16, 2012
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A
SCANNED
BY
_ St. Lucie County
MIAMI•DADE WAMI-DARE COUNTY, FLORIDA
o PRODUCT CONTROL SECTION
DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208
/ BOARD AND CODE ADMINISTRATIONDIVISION T ( 6 I5-2590 F (7W 315-2599
NOTICE OF ACCEPTANCE(NOA) A. vcv.miamidade. ov/econom
PGT Industries, Inc.
1070 Technology Drive 1�
North Venice, Fl. 34275 "
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may, immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product
Control Section that this product or material fails to meet the requirements ofthe applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion —L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 01 through 25 of25, prepared by manufacturer, dated 08129/1lwith the latest revision dated 01/29/15,
signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control
Revision Section 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,
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 manufachuer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No.14-1105.01
- MIAMI4DADECOUNTY / Iasi Expiration Date: M:iy26,2016
Approval Date: February 12, 2015
2� ri�tS Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturers die drawings and sections.
(Submitted underprepiousNOANo. 10-0819.05)
2.- Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01129115, signed, sealed and by Anthony Lynn Miller, P. E.
B. TEST_ S
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., "Pest Report No. FTL 6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105/11, signed
and sealed by Marlin D. Brinson, P. E.
(Submitted underprevious NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5fh 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.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5a' Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E.
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by
Jaime D. Gascon, P. E., Product Control Section Supervisor.
}!/
aime A Gasco
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: NIay 26, 2016
Approval Date: February 12, 2015
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CowmuED)
4. Laboratory addendum letter for Test Report No. FTL--6443, issued by Fenestration
Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E.
(Suubmftied underprevious NOA No. 11-0922. 01)
5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E.
(Subiniiied ander previous NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda, P. E., Product Control Examiner.
(Subtititted under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT
Series Aluminum Clipped Mullion — L.M.I.", approved on 11/31/13 and expiring on
05/26/16.
Jaime A Gascon, P E
Product Control Section Supervisor
NOA No.14-1105.Q1
Expiration Date: May26,2016
Approval Date: February 12, 2015
E-2
DETAILA:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EIIHFATNB I ' I I
BTNlGAB
I
OPFSEP MULL a
CLO MAYBE I;
INSTALLEOBY 4 ,
\ TxIBMETNoo.
a a
a
ex
EXTERIOR 4
DETAIL 0:
MuuloN
MULLION ATTACHED TO IX
SUCUTTRIP
TYP.ARWOR
WOODBUCKANDMASONRY
ANDCH
ATTACHMENT
SEEEE SEEEE TADUE,
(STANDARD CLIP SHOWN)
SEE NOTE I.
MALION I
SHEET i.
v
II
SEE MEETSMIN
I
2.7 BE] '•
EDGE
SMESFORHME O 16
CONCRErt ORCMU
�_��DISTANCE.
LOWTIONS I
SMEEETA
EDGE DISTANCE
1BAE3
EDGE
m m 1
PORMASONRY
STANCE
ANCHORS
i
SIDE VIEW
6m141Y9°0°'(/
, ,a
LlWMMFCR d
AUMULLION6
a,
EIIHERTHE
•
4
STAND DO
E•
ONNIST&ML
CUPNAYBE
INSTALLEO BY
EXTERIOR
4
THISPETWD.
a
EDGE 4
DISTANCE
G
FOR
m
MASONRY
THEOFFSETCLIPIS ANCHORS
RECOMMENDED FDA
FPHPPAMED
WINDOWS, BUT ANY
ALSO BE USED FOR
s
OTIERFRAAIETYPM
SUMIND
EMBE MEM AND
ATTACHMENT -
I B, i
• BEE
EE NOTE NOTE 1,
SHEET I. •
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL OREWING OR STUCCO.
2) QUANTITY CF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS 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 AQ, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED,
3) ANCHOR HEAD TYPE MAYBE PANHEAD, HEWEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEETS.
B) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELOO IlV S.S. AGGREGATOR MASONRY ANCHORS.
` TYP.pNCHOR
ERATE.
EEETMLETABLE3IB-0BB
BUCHSTNP
AND
ATTACHMENT
pYOTNER EMBE NE1.I M• 6lE NOTE I.
9HEEi 1.
MMEAK6ICCNCRETEORCMU
FRONT VIEW
rNO 5870,
FL
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
MULLION
(STANDARD CLIP SHOWN)
II
1 1tp.PNG10ft
ERHERTHE
9TANDMDOR
SEE TABBSIB-1
1 SEE TABLE9IB-1]B
DFPSETMULL
I
CLIP MAY BE
M
I EDDEDISTMJCE
II
Is METHOD
1HIS AETNW
1 FORMASONRY
II I
Ida
ANCHORS
e
EXTERIOR - °°
g
°
EDGE DISTANCE
FOR M^SONRY
a
ANCHORS
TyP.ANCHm
SIIIIRiPAiG.
'd
°
- . I Y .
MIN 2.T RSI CONCRETE OR C MU
FRONT VIEW
4—i
MIN2.INSI CONCRETE OR CMU
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SITE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS 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.
0) 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-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' B.S. AGGREGATOR MASONRYANCHORS.
FRONTVIEW
EXTERIOR
DETAIL Et
-1 QE•MM
T-
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOTES:
1) MAY BE INSTALLED IN'1EE' OR'CROSS'
INTERSECTIONS.
vAw s
HORIZONTALLY
OMAY WN) OR VERTICALLY.
(SHOWN) OR VERTICALLY,
L
3) SEE U-CLIP DRAWINGS, SHEETS 21-20
TOP VIEW
- n^ w
FOR CORRESPONDING MULLION.
L.IUCLIG acnon
R \V-
EXTERIOR
Illll�n-\JIIIII
SEESHM1821MMR
H0.ELOCRTION9
FRONT VIEW
EDGE
DISTANCE
BIETABLED
BASD
r:::�j
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
NOTES:
1) FOR 2X WOODBACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 620, FOR QUANTITY OF SCREWS,
SIDE VIEW
ILI
No, 58705
FL
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEEOETAHAA£.
SHEETS 2 AND 3 FOR INSTALIATON
X TOEPECIFIC SIIBCTMTES.
SIDE VIEW
SHOWNWTNH'X4'X.126'
MULLION
L;
EXTERIOR
INTOWOOD,STEEL.
ALUM,OIMONNASONRY
i) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2VX2.11' X.126' MULLION.
2) SEE TABLES 18-133 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS.
3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G: DETAIL H:
ANGLE MULLION CUP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
O D
t
O
TOP VIEW
NOTES FOR INSTALLATION OPTION 0 & H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL 0: SEETABLES 10.14B FORANCHOR QUANTITIESAND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 169 FOR ANCHOR QUANTITIESAND SHEET22 FOR HOLE
LOCATIONS.
ME
No.58705%.*
.YNN MILLER, P.E.
FL P.E.# 55705
TABLE to
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NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP.
e ANCHORCAP.,,,
THE'ANCHOR
PONDINGTOAN
ENT FOR THE
HAN THE MULLION
FIGURE I:
FIGURER:
TABLE NOTES:
CTABVISAD
- •
•
•
•
1)SEE SHEET FOR INSTRUCTIONSOLATINO THE TABLES AND R6 FOR INFORMATION ON LOADING.
aS411MO , lbl FIML
Butl011WN01
•
•
SEE SHEETS 2A FOR GENERAL INSTALLATION METHOO9.
I,000• )-
_
A46aPUTONo
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IB ALLOWABLE.
w
-
FIGURES :
3) MULLION AND MULLION SHOWN AM NOTFORTSEE SHEETS 21.23.
I I a OPro ud Conwl
•
•
• •
HOLES E DRILLEDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23
2.0'
111111//
ANGLE CLIP MUST
BE USED IN PAIRS.
FIGURES SHOW 9UOOESTED, APPROXIMATE HOLE LOCATIONS.
SHALL CONFORM TO ACI3O19PECIFICATIONS. HOLLOW AND GRT
t
n.
'I
LICENSE
4)SUBSTRATE9: CONCRETE
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 000. WOOD SHALL BE PRESSURE -TREATED -TREATED
FGURE4:
FIGURE&
FIGURER:
YELLOW SOUTHERN PINE WITH AN 9G OF 0.55. ALUMINUM SHALL BE 6053TSAND BEA MINIMUM OF.126-
Z ND.56705
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
ND 0. )NTOWOOD MAYBES LL ATLEASTS.S.SCREW THREADS BEYOND
LEAme
I'%TX.126'MULMON
•
•
THE MATERIALICK
EEL, I" B.
THE MATERIAL. p708 p12ANCHOR91NT0 W000 MAYBE STEEL, iBA 9S.OR410 S.
to ANCHOR INTO
S
A. LYNN'MILLER, P.E.
FL P.E.# 68705
TABLE 2A
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NOTE: FOR THE OFFSET CUP. USE THE
• GURE 1•
FIGURE 2'
TABLE NOTE6:
1
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3
3) MULLION AND MULLION CLIPS SHOWN ARE NOT T ENSION.FORE(ACTDIMENSIONS, 8EE9ETS 21-23.
RESTNCTIONS SHOWN ON SHEETS
2000'
•
HOLESTOH DRILLED IN ED, FIELD FOLLOWING HOLE
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
L
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Wo. WOOD SHALL BE PRESSURE -TREATED
FIGURE4: FIGURES:
FIGURES:
YELLOW SOUTHERN PINE WITH AN SO OF 0.86. ALUMINUM SHALL BE SM346 AND BE A MINIMUM OF.128'
1 K
THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125- THICK AND AX ALL ANCHORS INTO METALEMEND AT
INTO WOW MAY BE STEEL. LEAST CREW THREADS BEYOND
S.S.S. R410 SA.
THE MATERIAL,#10&912 ANCHORS
.ANCHORCAP...
THE 'ANCHOR
FOUNDING TO AN
ENT FOR THE
THE
*'• No. 58705 '*
P.E.
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ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DR-) % ( ANCHOR CAP,,.„„d) eANCHOR CAP.,„
MULLION CAP-
USETHISFORM ULA TO OBTAIN WE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. ITWILL YIEU) MINIMUMANCHOR
CAPACITY WHICH MAYBE USEDTO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACRY TABLC
h _.-,JURE1: FIGURE2: TABLE NOTES
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURES; FIGURE O:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OROPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WIT SPECIFICATIONS. HOLLOW AND GROUT' -FILLED
CONCRETE BLOCK UNIT(CMU) SHALL CON FORM TO ASTM 090, WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 61053-T3 AND BEA MINIMUM OF.125-
THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045' THICK(18 GAUGE)..STRUCTURAL STEELTO BEAT
LEAST.125• THICK AND A S. ALL ANCHORS INTO METAL SHAD. WENDAT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL, 910 L #12 ANCHORS INTO WOOD MAY BE STEEL, IS-8 S.S. OR 410 S.S.
V X2.7V XASW MULLION
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THE TABLES SAND SHEET 76 FOR INFORMATION ON LOADING.
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1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
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TABLE14A
Mullion Capacity Tabl0Ib0Rin
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TABLE NOTES;
1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 20 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE l; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING, WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.66. ALUMINUM SHALLSE 6063-T8 AND BE A MINIMUM OF.128'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL. STEELTO BEAT
LEAST.126' THICKAND A38. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST3 SCREW THREADS BEYOND
THE MATERIAL. C10 &N72 ANCHORS INTO WOOD MAY SESTEEL, 18-0 SS.OR410 S.S.
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?� ➢' m: _ -
m�D°y,,�'-'.- � y. s IMPACT42ESISTANTALUMINUM TUBE MULLIONS
g4 45 DEGREE BAY MULL SPECS
2� 2 roro }cnoaar ace
'" m ' �r ��EER .... tam• ` J ZSOWSKI M-29111 w� weB
unnptt w.
Q JRbSOWSKi 10/10M4 EW MULLS TO SHEETSE7 acetr. d=,wnu�s
i
iSTANDAROCUP
i
i
I
2.125'
ULMP
U-CUPUM.
8o6
XSECTION
A2W
^6
74V
F-
3.125' CUTHERETO 310'
.37S' �_ CREATE FLUP,9EE MIN.
MIN. DETAa F. SHEET4
333' MIN.
I I I I I A A I DOMP
U�-----U I-------� 6063-TBAW
TOPVIEW
..76'
MIN.
STANDARD CLIP
eW-RIALUM
TOPMEW
a IN.
MIN.
i
i
I
I
I
OFFSET CLIP
6063-TGALUM.
TOPVIEW
ZWINTER OF ANCHOR
LEMUSTUE
TMNTHEDA9HED
BOUNDARV.SEE
9HEETS617FOPTHE
ANCHORO.C.
DISTANCE.MAXIMUM
ANCHORHOLE
DIAMETER:ANCHOR
OMMETER • ill('.
TABLE B
1'X2.7VX.eSWMULUON.
6001Te ALUM
%SECTION
2%6ANGLECLIP
60)STOALUM
2.000- XSECTION
L 125'
F-6.000'—�i
I .376'MW. I--
F y 2X5 e0Ta UK 3-&
TO PLUM
OPNEW
CENTER OF ANCHOR HOLE MUST UE WITHIN THE
ONCHED BOUNDARY. DISTANCE.
CE. IMU ANCHOR
THE
ANCHORMET DISTANCE. DIAMETER I VOR
HOLE DIAMETER: ANCHOR DIAMETER r 1/18'.
Mull DlmonWon (eNoat 0)
POT Part#
Mulllan
Bid. Clip
loffat CUP
U-Clip Jangle
Clip
v X2'%.126'(6)
68605
668113M
6801116M
6WZ43M
666511M
1'XTX.376"(e)
66M
6MI14M
668/118M
ON244M
868512M
1°X2.76'X.31W(7)
6=1
658115M
W1120M
SW245M
M13M
1'X2.76"X.650'(e)
68608
CWIISM
M1121M
668248M
686814M
f X3.12W X.5W (9)
68837M
6661116M
601114M
SM242M
6WS15M
1.2S-X3.IS5'X•206°(I2)
68641M
8801117M
6681113M
688241M
668SIBM
1.2(F" %2.11" X.12W (18)
68370
WA
WA
WA
868617M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS S ANCHOR O.C. DISTANCE,
TABLE A
Diminution
Valuo (in)
For Mullion:
A
1.025
1-X2'X.126'
Aluminum
Tube Mullion
B
2,054
C
0.885
D
0.740
A
1426
V X2' X.375'
Aluminum
Tube Mullion
B
2.404
C
0.836
D
0.480
A
1.875
V X2.76" X
.375AIuMInunF
1Tube..",on
B
3.CDD
C
0.767
D
1.118
E
.450 Min.
A
1.312
1' X2.76X
M.
Alunnum
nto Mulilon
B
3.000
C
0
0.476
6.B30
A
2•00
1' X3.126' %
Sgp. Alum
Tubo MLII
e
C
2.837
0.863
D
1.137
A
2.526
1.R5`%3.188`
X.266'Alum
Tube Mull
B
3.202
C
O.S82
D
1.782
A
1.813
1.26' X2.11'
A21'Alum
Tube Mull
iT
No. G8705
-y 1.009' [--
F
MIT
l 1'X4-X.126'
MULLION
\ 00604EALUM.
X-SECTION
.260'
3.250•
.100`
00
-1 .620•
1.25'X3.25'X.Iff
MULLION
600}TS11M.
*SECTION
-y 1.000` I--
1'X4'X.376'
MULLION
6063-TOALUM.
X-SECTION
1'X4-X.9T6'
'P-MULLION
6003-T6 ALUM.
%SECTION
-1 .820` 1- -1 .820, 1--
1.25-X3.26'X424' 1.25'X3.94-X.624-
MULLION MULLION
SCSS•T6ALUM. 000&TSALUM.
%SECTION X-SECTION
.375'
MIN.
Fd26' STANDARDCLIP
2.000' 0063•YBALUM.
%SECTION
.125'
74D'
.126-
I
U
6TSA
LUM. SEC X3EC
r TION
.1R6'J
CENTEROFANCHORHOt
CASHED BOUNDARY. SE
-3.126'�_
CUTHERETO
OREATEMP3EE •376'
CETAILF,SHEET4
.376'
.______
_______ i CENTEROF
ANCHOR HOLE
I I 1 MUSTUEWITHIN
I
I THE DASHED
1
F BOVNOARY. SEE
I
SHEETS S."FOR
I THEANCHORO.C.
DISTANCE
ANCMAXIMUM
OLE
I
I DIAMETER:
ANCHOR
i-----'�
�- DIAMETER•UIB-.
STANDARD CLIP 041.1P
E
:ROFANCHORHOLEMUSTUE
6063-TSALUM. 6083•TS ALUM.
TOPVIEW TOPVIEW
41HE DASHED BOUNOMY.SEE
...,,,, ....,..,�..,,.,,..e....
tool c r
17 I I
I
.126'
45' 22
60'
30'
3.260' I
15'BAY MULLION I 70' i
380.SEC ON / 0X S C O M
148ECTION ii `LI/l T' I 1
.R2B'J-,981'-i .220 1�,981'.4
NO_�ES
I) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6.20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
OFFSETCLP
fiOfiSTSALUM.
TOPIEW
IIIr--11-.126'
2A00• MANOLECUP
1 6063LCALUM.
LkSECTION .126•
TAW P n T!nMT
Dlmanolon
VAlue an)l
P4T MUUIbn: I
Olmenalen
Value Fell
For Mulllon:
F
ME
.126'
Alwh 6n
The MuMm,
0
0,600
•X.B24'
Aluminum
Nbe Mullle
0
H
1
1.10
2.BBo
ILOOO
N
IJ.2
1.IJ0
F
9.107
1' X4' X
.376'
NMNwm
NbeAT
F
.028
1.28'%J.94'
Aluminum
NM Mulllon
0
H
I
0.761
2430
JA00
H
I.fi00
J.260
F
2A60
1.26'X3.26'
X.100'
Alwlnum
Tbo MJIon
F
.013
J9'Be
ull
D
0,7M
1.600
P
2.016
15'ee
Mu0
J.260
Mull Dimension
(Neel#)
PaTP0l1/
Mullion
Bid. Clip
OBeel 011p
UCIIP
Angle CUP
1' X4' X.126'(10)
6W64
6911IM
8661122M
866241M
686616M
1'X4'X.676'U1)
OWID
M112M
M112W
066242M
W510M
V X 4' X.37E'P III)
(IM
M112M
M112M
OW42M
SOMM
1.W X5.25-X.100'(13)
201W
M1127M
W1124M
OW410M
0005116M
L25' X S.M' X.024'(14)
20181
NOI128M
6WIMM
6562411M
aNS110M
1.25' X3.94' X.624-(15)
"Iel!
S8C1117M
M1128M
6N241M
fi80511M
3U Dgme(19)
86649
WA
WA
WA
8665110M
450epree (20)
1 66650
1 WA
WA
WA
6665111M
I
�1'• No. 58705 '*
zz
AFS u7' TE
�'%SS/ONA1- E�'��
A. LYNt41hOff.�14. P.E.
FL P.E.N 58705
Mull Dimeneton
(eh6ot P)
PGT Part
Mulllon
Std. Clip
U-Clip
Angle Clip
R'X4"X.RB"(18)
86S02
666201M
660271M
8865112M
R' XB" %.25" (17)
66604
686282M
B08272M
6085113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE
HOLELOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
.375'
MIN,
4.000'
MULLION
606386 ALUM.2A00" .
%SECTION
-^I �.125' �.115'
.125'
STANDAROCUP J49o4
U`CLIP 2X6ANOLE CLIP
e001TBALUM. .063d0ALUM. 808ST6ALUM.
%SECTION 2dII2S %SECTION 2.000' X-SECTION
.125' L.125' .125'I--1
CUTHERETO
3.600' CREATEF-CLN.
BEE DETAIL F.
SHEET4
F________
I
I
I
I
I
I
I
I
--- __
I
_______T
I
I
I
I
I
I
I
I
L-
STANDARDCUP
ENTEANCHOR HOLE MUST LIE00TOPMEWM
,250'
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 840 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER H/16'.
�--R.oeo•—y
2'X6'X.2V
MULLION
001) .TBALUM.
%SECTION
.376'
MIN.
q-
5.600" CUIHERETO
3.600'�i CREATE FAIP,
Q BEE DETAILF,
SHEET4
,376"
MIN.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
1
I
I
1
I
i
I
376'
3.435'
I
3.438'
I
T_____________________1
I I
I I
I I
I
.376
L_____________________3 MIN
2X6ANOLECUP
CENTER OFANCHOR HOLE MUST LIE 8033•TEALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPMEW
xi No. GY
_ B'/05
--
'
(D\•`�
260' 56003T6RALUM.
6%8 TOALUM.
260 3T6 AL UMP
(C S/FLNA%- /
O,S„�NA�
TOP VIEW
USED FOR 2' X 8' MULLION. SHEET IZ
TOPVIEW
TOPVIEW
A. L 0 P.E.
F.4
BB
FL P.E.0 68705
L P.
EXAMPLE 1: SINGLE VERTICAL MULLION
NOANCH_0_RS_W HEAD
2•
MULLION
LENGTH
�-SPE
SEE
FENESTRATION
PROORATI
[DUALS.HMS
HEETS
APPROVAL
2d
E SEE
DETAILS,
MSTS
fiX24
3�
NOMOH0RS
RI WINDOW SILL
32-
EXAMPLE 2' MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES, THE WINDOW FRAME DEPTH IS 2.119, THE OPENING REQUIRES DESIGN PRESSURE OF+60.IV.60.0 PER
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE BULLION LENGTH 13 72-AND THE OPENING WIDTH IS 32'+32+1'v65'. REFERENCING SHEET 25. THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABL S FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME OEM OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.OL-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE M, SHEET 7, THE V X 2.75' X.375-MULLION (LENGTH v 72', OPENING WIDTH v 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+A58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1' X 2.75' X.660' MULLION (LENGTH P 72', OPENING MOTH v TO') RASA DESIGN PRESSURE OF+A127 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 00 ES.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE R50U[RED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)912 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL,
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, Of MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUB37RATE9 A%FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/•BO.V PSF. TH� OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LEE. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(BO PEP) %( 636 L88).524.SLBS (MAYBEUSEDTOQUALIFYMIOS�EEL SCREWS FROM TABLE 40)
72.?PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USBS A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTH IS 2-3/6'. THE OPENING REQUIRES A
DESIGN PRESSURE OF-50.01-55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT 1' WIDE MULLION IS SUITABLE, THE THE COLUMN USING RECTMGULAR LOADING SHALL BE USI MULLION LENGTH IS 32'+72-WDTDS' AND THE OPENING WIDTH IS 36'+36'N1- 43. REFERENCING SHEET 26.
IS AT LEAST THE WINDOW PE DEPTH OF
MEET OR EXCEED THE REQUIRE DESIGN PRESSURE OFHKICI-5.dPFEE IF THE TABLE NOT SHOW THEMULLION TABLES FOR A MULLIONHAT EXACT SIZE,, USE THE NEXT LARGER SIZE AVAILAB318'ANO WILL
FROM TABLE 3A SHEET 7, THE 1' X 2.76' X.376' MULLION (LENGTH v IOB', OPENING WIDTH v SW) MEETS ME OEFTH REQUIRED, HOWEVER ME DESIGN PRESSURE IS+h15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TATTLE 12A, SHEET 16, THE 2-X 4' X.250' MULLION (LENGTH v.1005 OPENING WIDTH • SO') HAS ADESIGN PRESSURE OF.1.84.7 PSF MICH
POR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF 871 USE.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL I
THE 73' DIMENSION (354M'+36d12 +2'+13y.
USE TABLE 120 TO
BECAUSE THE VERTICAL MULL WILL SEA 2-X 4' X.260'
MULLION TYPE COULD BE CHOSEN.
1)THE MULLION LENGTH IS 36'AND THE OPENING HET(
USED. FROM TABLE 12A, SHEET 16, THE 2-X 4' X.25W I
REQUIREMENTS FOR THE OPENING AND MAY BE USED
WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+30'+2'=74', NOT 73-AS PREVIOUSLY
E FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED
�O F!f ATANCEBE EOF 2-0/2'NTHE S-. CAPE GIVESAN ANCHOR CAPACITY OF INC LES WHICH IS GREATER, AND N TO MAINTAIN THE FASTENER-$ EDGE DISTANCE,
WILL MATCH THE HORIZONTALAND VERTICAL MULUONS,ALTERNATIVELY, ANOTHER
SHEET 26,
FORTHE
IBE
THE
ANCHOR CAPACITY OF SIM LBS.
4) FOR THE LLCLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 12B FOR THE LLCLIP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS, THE
ANCHOR TYPE IS A Al 2 STEEL SCREW,
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION;
-1.170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PEP FROM THE 3W HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE M H-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
i6
No. 08705
A•'•�t f L1 IS
O ATE F
' ' C. '•. klOR10P.•' �j1:
NAL 0?:.
A. LYNN MIMI P.E.
FL P.E.N 56703
EXAMPLES OF RECTANGULAR LOADING!
I'll DI
II
001 tA.
rmm--F—A
1F
�_-
W�W-0.mw
WWI
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
PW
PW
ImI
10
ro
Ell'
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
Pw
LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOTCAPTURED ORANCHOREO
/
Pw
PW
DING OF
PW
EXAMPLES OF TRAPEZOIDAVIRIANGULAR WADING,
I�
I
00�
A
0
LOADING OF VERTICAL MULLION ' N 8 A & W
AGING OF HORIZONTAL MULLION
1� 0 5
II ~ lil�lll H
ram)/
--eel
LOADINGOFVERTICAL
MULLION
PW,
W
N
CO
�
vASHIDH
6�L0'
/
LOADING
OF HORIZONTAL
MULLION
NOTES;
RODUCTNIVI3ED
P�YI P IIh Ux PlodEe
,)DRAW W06 ARE
veN 1 •"1
RERESENTATION90F TYPICAL
CONFIGURATIONS.
mpm.w NP
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
N coam4
THOSE SHOWN.
Y) IF THE LOADING TYPE CANNOT
Mi rrq�
`J\ \AV LYNNBE
DETERMINED, USE
RECTANGULAR LOADING,
3) SEE PRODUCTS APPROVALFOR
_ No. 56705
ACTUAL ANCHOR LOCATIONS.
- C
S%0......ON
.YNO Wl IJIE i, I
FL P.E.# 58705