HomeMy WebLinkAboutNOASCANNED
BY
MIAMI•DADE St. Lucie Count,
MIAMI-DADS COUNTY, FLORIDA
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
N.O_MIICE OF ACCEPTANCE (NOA) www,miamidade.aovleconomv
PGT-IndastriesA
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable riles 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 Comity) 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.
�DESCRIP'['i'OiV _Series "Z'1'L-.7R7L.720/_8$Oy.' A[ua►inun4.lFixeil Window'= L:1VI:Iy
APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation
Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product
Control Section Reneival 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.
REVISION 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 and renews NOA No. 11-1110.15 and consists of this page I and evidence pages E-I
and E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
IjOA•No. 13-05010
. lt xpiratfon Ua` te: February1920L9
� Ifl'i Approval Date: July18,1613$
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",
sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,
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 aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated
03/21/13, signed and sealed by Marlin D. Brinson, P. R
2. 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
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and
FTL-3850, dated-07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Submitted under previous NOA No. 03-1105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller,
P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jaime A Gasco , P. E.
Product Control Section Supervisor
NOA No.13-0502.03
Expiration Date: February 19, 2019
Approvai Date: July18, 2013
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiating on 12/11/16.
2. Notice of Acceptance No.11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlasB Interlayer" dated 08/25/11, expiring on 01/14/17.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomets—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, issued by manufacture,
dated 04129/13, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed
and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Report No. FTIr7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P. E.
4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E.
5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTLr3850, dated
07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Submitted underprevious NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No.11-1110.15, issued to PGT Industries for their Series "PW-
701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on .
02/19/14.
Jaime D. Gaston,
Product Control Section Supervisor
NOA No. 13-0502.03
Expiration Date: February 19, 2019
Approval Date: July18, 2013
E-2
GENERAL NOTES: SERIES 7201620
IMPACT -RESISTANT FIXED WINDOW
U THIS PRODUCTHAS BEEN DESIGNED& TESTED TO
COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA
BUILDING CODE, INCLUDING ME HIGH VELOCITY
HURRICANE SANE (HVHZ).
])SHUTTERS ARE NOT REQUIRED WREN USED IN
WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE WIN THE HVRZ, ME OUTBOARD
Lf 1E (CAP) MUST TEMPERED.
]) FOR MASONRY APPLICATIONS IN MIAMI WE COUNTY,
USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FORANCHOR EVALUATIONS
WERE SOUTHERN PINE. ASTM CS(I CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. FEW PERANCHOR TYPE.
4)ALL WOOD BUCKSLESS THAN 14MMMARE TO BE
CONSIDERED IX INSTALLATIONS. IXWOOU BUCKSARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.
WOOD SUCKS DEPICTED AS 2XARE 1-CWTHK:KOR
GREATER. IX AND 2X BUCKS(WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO WE
STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR S UOCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. NARROW JOINT SEAIAHT IS USED
ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEAINWI.ASHING STRATEGY FOR WATER RESISTANCE OF
WSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF MESS INSTRUCTIONS.
6) MAX V4' SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE ME PRODUCT IS NOT FLUSH TOME
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY ME WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON SMUCTURALICYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E13(XI
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E130000.
B) THE ANCHORAGE MEMODSSHOWW HAVE BEEN
DESIGNED TO RESIST ME WINOLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE THE 0 M%STRESS
INCREASE HAS NOT BEEN USED IN ME DESIGN OF THIS
PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMI A MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
B) REFERENCES: TEST REPORTS FTL-31G5, 3650 & 7212.
ELCO ULTRACON NOA ELCO CRETEFLEX NOA; ANSVAF&PA
NDS FOR WOOD CONSTRUCTION . (2005)AND ADM
ALUMINUM DESIGN MA UAL-(20(15)L
ID) THE 720SERIES USESA PYB INTERLAYER, THEM0
SERIES USESAN SG INTERLAYER.THE 720AND SM SERIES
MAY ALSO BE REFERRED AS ME 701 SERIES
48' TIP-MTIP WIDTH
- 41'BUCKWIDM
44. 1CMSIBM
LIGHTWIDTH�I
—B.SHEET0 �1 8'MAX
A -11r I 7I " e I or
/
IT MAX.
O.C.
VISIBLE 120J�L
LIGHT .G
/ HEIGHT BB _
TIP -TO —
i TIP
HEIGHT
MAX
SHEET MAX
ELEVATION(TESTED N�E,
FIGURE 1: 1.
IT D.C.
MAX
ELEVATIONS ....__...... ........... I
GLA]ING OETAKS_....—._.. 2.5
DESIGN PRESSURES ..... .------- 2.6
INSTALLATION, FLANGE............ B
INSTALLATION, EQUALLEG_._..7
INSTALATION. W.. FIN A.—......8
INSTALLATION, INT. FIN B.......... B
CORNER ASSEMBLY .................. 10
EXTRUSION PROFILES....._._..... 10
PARTS UST..._ — HI
4WBUCKWIDTH
45W'VISISLE
UGHTWIDW
DESIGN PRESSURE RATING
I IMPACT RATING
ES
RATED FOR URGE&SMAL
SEEBHEVARIETS 2-5
MISSILE IMPACT RESISTANCE
WIDT
9UGHT
IDTHAl—
sum
HEIGHT -- RX 14'
W
_I—_ _— 1 I .—_� SISLE
GL1R' Jl___ LIGHTVISIBLE wMAX. HEIGHT
LIGHT O.C.
/ HEIGHT I / Sir
1 BELSE
UC
'-+D IT MAX D G 2 � T F, SHEET S
SHEET? J H. SHEETB I_-
5' MAt O.G
TYP• EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNR)
TYP°
DevcOPtbn
SAeel
1
]R6'Leml 3l18'An •.040'PVB-Ylfi'HB
2
2
]It6'lnM Y18'H9•A90'FVB•Y18'H9
2
5
1-1116'Leml.ro 16'T-THB'A0-Y16'An-.090'PVB-3/IC H9
3
A
1-tlffi'LBmLro 16'T-7f18'Ain Y18'HS-.090'PVB•Y18'N9
3
6
]IIB'14m1 10'AO-.09D SG •Y1B'M
4
8
]/16'laml YIB'1S-.OBV 5G-Y16'HS
4
I
1-1118'LVM.iG 18'T-1I18'AB-Y18'M-.O80'8G-Y18'M
6
0
1-0I18'LemI. KI I16'T-i/18'Aln YiB'HS+OBO'SG-Y15'HS
fi
'SO'-TUPONT- SENTRYGLAS INTERLAYEW BY E.I. UUPONT
OENEMOURS&CO.,INC.
SIAPESAS SHOWN BELOW OR SINOIAR MAYBE USED BY INSCIUBINGTHE SHAFEINASLOCK
AND OBTAINING DESIGN PRESSURES FORMAT BLOCK SUEE FROMTHETABLES ON SHEETS 2d.
ANCHOR SPACING TO BE B' MAX. FROM CORNERS AND IT O.G AWL FORALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
-.—WmiH - f-- WIDTH --I �—NDM---i I- MTH —I
r oitul
I I � E--)Jjll
11I1
I+—WDTH WIDTH''i Imo- WIDTH +'I ) -WIDTH +I
ill
g �11r , 1 1 1L—D
1L J
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om-
TTi --- Ti - i T�---
1�
LIM if,
iT � ND. Tfl705 ,,
STATE ;
i�i0(C � , ATOR10Pla(�`
Window Design Pressure (+/., pet) for Glass Type 1
67-716 72i� . - - ]5 . , 0.. ......M
T? elin
... 68 -..
_. @
N
HE
IN
105,112
30
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1 +14r
7PIPLAMNATED
GLASS STACK
WIT ANNEALED GLASS
O
USEDATCURVED
FRAME MEMBERS ONLY 29
Lilt ii- /B' O.C. MAX
13
EM_ EPIOH
TjY'• 20
NOTES;
1) BUCK DIMENSIONS SHOWN. FOR FIANGED WINDOWS SUBTRACT 1' MOM ME TP-7C-TP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN, ROUND RETO THE sl M AVAILABLE SHORTOR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIM IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
Window DesignPressure (+b, psf) forGiass Type 3
gamali
W-716
72 1
7B I
Bo 1N
68
@ I
N
HIS
10/
10Su2
SO
Mto
+It0
.40
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•1.80
.680
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♦
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38
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•l49.0
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69
1
Elms
1 .1.74.9
PVB INTERLAYER
6/B' +- LONGSIDE
GLASS BITE r Ire
P SHORT I
S1DE
L
L•ASS"fYPE-1
I- LONGSIDE
B
S1DE
I
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7116-LAMINATED
GLASS
STACK I v.l Ir- ASS STACK Ll
WI61HEAT I SHORT
118'TEMPERED GLASS B STRENOMENED GLASS '�I SIDE
a 3H6'ANNEALED GLA55 T
D16'AIR SPACE 09PPV0 }I 11-INIERIAYER
6 El
1LONG
USEDATCURVED �,SIDE
IMEME BERS ONLY 29 GLASS BRE
E MEMB'OKI. MAX.
13
2IT 2 21 83 SHORT
SIDE
NOTES,
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROMTME TIP-T6TIP DIMENSION TO DETERMINE THEBUCK DWENSION.
2) FORSIZES NOTSHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONOOIMENSION.
3)FORARCHITECTDRALWINDOWS,FNDTHESMALLESTWINDOWSIZEINTHETABLEABOVEW7 WC EOVERALLDIMENSIONSCOMP ELYRTWITHIN.
GLASS TYPE 3
Window Design Pressure (Ht, psq for Glass Types 2 e 4
ara Oe Tn)
87-718
n
TB
0
(PP
92
80
100
104
1W-12
112
I/O
120
124
ire
132
138
1b
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H40
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.1.81
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32
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fit
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A
8T-T18
HAo
NOTES:
7)BUCK DIMENSIONSSHOWN, FORFLANGED WINDOWS, SUBTRACT 1' FROM THETUP- TIP DIMENSIONTODETERMINETHE BUCK DIMENSION
2) FOR SIZES NOT SHOWN. ROUND UPTO THE NEKTAVAM LE SHOWOR LONGDIWNSION.
3) FORARCHITECTURAL WINDOWS. FIND THESMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
7/18'LAMINATED �1
GLASS STACK I
PVBINTERLAYER
WIVIJEATSTR4E"IR
STRENGTHENED GLASS
USEDATWRVFRAME
MEMBERS ON818'
Ff
11.71W O.C. NGLASS
BITE
13
GLASS
TYPE
i•1116-NOM.
GLASSSTACK I T/tO•LAMWATEp
--r�l �•-- GLA33 STACK
3/18'TEMPEREO GLASS • �-3/IB' HEATSTRENGTHENEOGLASs
3/18' HEAT STRENGTHENED GLASS
W
GLASSBITE
GLASS TYPE 4
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY ORI j I
HORIZONTALLY AS SHOWN.
LONG
SIDE
f` LONG SIDE
1 SHORT
SIDE
L � sHGRr
SB)E
Imo- LONOSIDE
SNORT
SIDE
L
I
LONG
SIDE
1
SHORT
�-I SIOE
z
P
Window Design Piedmont, (+1-, psQ for Glass Type 5
m9side (in
W-I/8
72
18
s0
BI
Be
92 1
98
100
104
109-12
30
-901
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7116'LAMINATED
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RSONLY 29
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518'
ff
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13
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20
�Y
13
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WINDOWS. SUBTRACT V FROMTHE TIP.TO-TIP DIMENSION TO DETERMINE THE BUCKDViSISION.
NEXT AVAILABLE SHORT OR LONG DIMENSION
SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS CONPLETELY FIT WMi1N.
. cn��ni �e�un.�nnurc nn un. �ceu.N n,.•ceeumunrunnwe
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Ir+�- LONG SIM
9HORT I
SIDE III '®_\
I-�-- LONG SIDE --�
� S
RTDE
J-
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLYAS SHOWN. p!�
Y
1-V7&'NOM.
GLASS STACK I I GLASS STACK
GLASS STACK
SNORT
4PA��-k.
6' NEALEDGL 910E
09 ANNEALED GLASS
]/10905G INTETKAYER
LONG
AT CURVED�, SIDE
W O.C.NLYSSBRE'RIERS.MAXEXTESHORT
SIDE
GLASS TYPE 7
on ]es:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THETIP-TO-TIP DIMENSION TO DETERMINE IMBUCK DIMENSION.
2)FOR SRES NOTSHOWN ROUND _MTOTHE NEXTAVARABLE SHORTOR LONODIMENSION.
3)FOR ARCHITECNRAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THEOVER7LLL DIMENSIONS COMPLETELY FIT WITHIN.
4) THI9 SHEETAPPLIES ONLYTO FLANGE AND EOUAL-LEG WINDOW&DO NOTUSE WITH FIN -FRAMED WNDOW&
LYNN Ao/7e ]4�:
N8•: ............
.F.p
'• No. 58705 '*
A Y��'
�O�• STATE r•40
Window Design Pressure (H1 p9l) for Glass TYPM 6 & 8
Lag s a -Lb
67d18
72
76
80
84
Ba
92
BB I
1p0
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I 10Blm
I 112 1
110 1
120
124
123
132
138
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SUBTRACT 1' FROM THEIWP7 TIP DII/ENSIGN TO DETERMNETHE BUCK DIMENSION,
(LAME SHORTOR LONG DWENS10N.
wlNnnw RIPF IN THE TARLF AHf3UE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN,
THIS SHEETAPPUE6 ONLY TO FLANGE AND EQUAL -LEG WINDOWS.
T110'LAMINATED
GUM STACK
1
EAT
VIM HEAT STRNOUSED
4090'SGINIEF
AT
S ONFRAME MEMBERSON16'®11-T/8'0.0
*�S-
MSBTTE
E%IGLASS
TYPES
14RV NOK
GLASS STACK
3R6'TEMPEREDGIASS
VIVAIRSPAC
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY ORI
HORIZONTALLYAS SHOWN.
7118' LAMINATED
LONG
GLASS STACK
Jj
SIDE
LONGSWE
1
. HEAT STRENGTHENED GLASS r-
e'HEATSTRENGllrWNEDGLIkM r
1
380'SGINTERLAYER SHORT
SIDE
SHORT
! I-
-�
we
GLASSIA E
GLASS TYPE 8
-LONG SIDE
SHORT
SIDE
LYNN 4f, ,"',
VOENSS"•., .
* • No. 50705 '*
O iT
a LVNN WLLER P£
EDGE
DISTANCE
DGE
INSTALLATION
TYPE A
4
WINDOW EQERIOR
BUCK
HEIGHT
I
WINDOW I '
HEIGHT VISIBLE
L
2XWOOD BUCKSTRIP
ORFRAMING.SEE
TEMBED
ENT
L114'MAX
1 SHIM
DISTANCE PER SUBSTRATE,
SEE TABLE 5, THIS MEET
INSTALLATION INSTALLATION
TYPE C TYPE 8
EMBEDMENT - IXWCOUBUOCSTRIP.
1/4• MAX BEE NOTE 2, THIS SHEET
SEAM
TYP.ANCHORTYPE.EMBEDMENTAND
EDGE DISTANCE PER SUBSTRATE,
EDGE ..O SEETABLEB,THISSHEET
DISTANCE
114-MAX.SHIM
Y12STEEL
SELF-DRJUJNGSMS
(05),SEETASLE S.
THIS SHEET
L 1�
PERANOHOR
REQUIREMENT
11
Pen�
ORCONCETEICMU 4 11
� VISISLEUWTWIDTH- �I
WINDOW BUCK WIDTH-23b
Yf FlDOW DUCK WIDTH
TIP-T4TIP WINDOW WIDTN
HORIZONTAL SECTION A -A
INSTALLATION
METHOD D
INSTALLATIONANCHOR
UNDERNEATHTHE
BEADING 11 MEEERIIOR
MIAMI-0AOE APPROVED MIALION 15
(SEE SEPERATE NOA), ALUNJNUM.
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE ILIS MEET
---J rVTMAXSHIM
1 lX WOOD SUCKSTRIP,
SEE NOTE 2.THISSHEET
EMBEDMENT' e�I% CONCRETE PER
ANCHOR
REQUIREMENT
INSTALLATION EDGE •TYP.ANCHORTYPE,EMBEOMENT
DISTANCE AND EDGE DISTANCE PER
TYPE B SUBSTRATE, SEETABLE S. THIS SHEET
VERTICAL SECTION B-B
Teal a u
PER ANCHOR
REQUIREMENT
EMBEDMENT
EDGE
DISTANCE
Molroe
9ubetmb
Mle. E4po
MM.Emb96mam
Mn O.C.
D
BpIr
P.T. ScOMm Plnp(SD'
wir
15'
148
12'
Aluminum 6053T5 min.
913 or p19915888croW
A0881ee1
&e'
OAW'
12•
SIaeI81W Or.W n
S'B'
0.045' f o •
1T
P.T. BWm . Flo. (50-0.65)
S116'
1d1-
12•
912.0198mel ecrow (05)
Aluminum, 5053.116 m18
JIB•
D.OW'•
IF
A358tccl
3'B•
0.090'•
IY
Steel SON Or. W min.
JIB'
0.046' IB GO .
12'
UnproNe9 CMU, (ASTM "0
2-fIY
1-1/4'
1 .
fir 91069 QolaFlu
C,.mlo (mh 3.35 keB
t_-
��JI4'
12'
If�TAnFmW m"I' k41�1JICC[�.1"
II1i Con:rotajmla2 S5 b11>e
ax4M"
1JI6'• :
11512'
itf Sleal U6meon
Llnrvo! ed U;ASTM )1
®-1lYa
�1]Id•�e
w12'
M
- Omor CMU' ASTM f:90
—2-1/Y
WIT 91col Ullmoon
C000ml0 I. J.S kel
1-V4'
1-0m'
1T
GrouW CMU A91M C-00
2-1IY
1-L4'
1T
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTANO EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IV, ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-IW.1%WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'21PARE 1-1/ THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAMS
JURISDICTION.
S. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDDW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
"/IIIIItI"-
A.LYNNMILLER.PE
EDGE
DISTANCE
INSTALLATION
TYPE E
O
WINDOW
BUCK
HEIGNT
NPIDOW
BUCK
IEIGHT-
24N'
2X WOOD SUCKSTRIP
EMBEDMENT
1 1 EGGE
DISTANCE
1/4'MAX T
SUBSTRATE,
iISSHEET
1M-MAX.SMIM
012 STEEL
SELF DRILUNG SMS
(05), SEE TABLE S.
THIS SHEET
INSTALLATION
TYPE H
,2.
OONCREMCMU
PERANCHOR
REQUIREMENT
INSTALLATION
TYPE G
EMBEDMENT
IM'MAX
SHIM
1LJllliLl E ��
MIAMI-DADE APPROVED MULUON
(SEE SEPERATE NOAL ALUMINUM,
SEE SUBSTRATE STEELOR STEELSTUD.
PROPERTIES,
TABLE S,THIS SHEET
�WMAXSHIM
L 1XWOOD BUCKSRBP,
SEE NOTE 2,THISSHEET
..•r: CONCRETE PER
EMBEDMENT . ANCHOR
'.�., ..� REQUIREMENT
INSTALLATION I - EDGE
TYPE F DISTANCE ,AND EDGE DISTANCE
EMBEDMEM
AND EDGE DISTANCE PER
SlBSTRATE, SEE TABLE B, TNIS SI
VERTICAL SECTION D-D
SEENOTE2,
TYP.ANCHORTYPF,EMBEDMENTAND
EDGE DISTANCE PERSUBSTRATE,
SEE TABLE 8. THIS SHEET
EXTERIOR
4 V
VISIBLE LIGHT WIDTH =
WINDOW BUIXWIDTH-2JM'
WINDOWBUCKWIDTH —
HORIZONTAL SECTION C-C
TART F a
INSTALLATION
TYPE F
EMBEDMENT
:K6iRIP,
SSHEET
EDGE
DISTANCE
CONCRETMMU
PERANCHOR
REQUIREMENT
Anchor
SOOeh2te
M10. E490
DII
Min EmeedmeRl
M-O.C.
6pecOp
S12 erHtd 440 Se Scrow
Boom. o C=0.6
I-
1 8'
12•
AINIUnOm EOBYID mm.
AS8
BIB'
TOM
YB'
2
atwor
BteeIroroP[ BSO-0
SM'
0.0dsI iw
y(la
13'
P.T. SONhemProl3(A0.65
0115'
14lB'
12'
Aroo'um...1. m1n.
BR'
0.08B•`
12•
Bit or 04 StI Smw(05)
3081ea
98'
0.010.
12'
stool StW OR 9m1ry
w
O.OdY IS Ge •
t2•
IIV 41088 Cn1eFH2
ROnNe um . IAST C4
2- fT
1-1 •
12'
Concrete(mkk 3.85 hs)
1'
14'4'
1T
f4'
1elwl NUecon
ConcnM (mb.2B5 keD
1'
134-
1T
Con<2te (mN.20B kel
2-VT
14w
1T
URIXaule4 CMµ (A6TN C90)
2AIT
1-0Id'
12'
GroCMU TM C80
2-VI'
W/P
12'
5/1Y SM¢I Ull2c4n
Canncnb
1.1/d•
14c
H '
ASTAST Ntl)
OroU20 CMU, (M 0410
2-11T
1414"
I 1Y
- MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON IRS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS IX'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN i-12'. 1X MOD BUCKS ME
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS CEPICTEO AS-2VARE I-Iw THICKOR GREATER.
INSTALLATION TO THESUBSTHATE OF WOOD BUCHSTO BE E AIEERED BY OTIIERSCRASAPPROVEO BYAUTHORITY HAYING
JURISDICTION.
S FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIRE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW ORMULLIONNOAAPPLIES TOWHCLE SYSTEM.
TYP.ANCHORTYPE,
2XW000BUCKSTRIP
EMBEDMENT AND EDGE
EMBEDMENT ORFRAMING,SEE
INSTALLATION
INSTALLATION
DISTANCE PER SUBSTRATE,
NOTE 2,THIS SHEET
TYPE J
TYPE K
SEE TABLE 10. THIS SHEET
EDGE EDGE
INSTALLATION
o D19THNCE PISTANCE
I _ SIH MAX
r
EDGE DISTANCE
TYPE I
2X
WOOD BUCKSTRIP
2X BUCKSTRIP
OR FRAMING. SEE O
FRAM
OR FRAMIN0,9EE
NOTE 2. THIS SHEET
NOTE2, THIS SHEET
11A' MAXTYP.
ANCHOR TYPE, EMSEDMEMAND
3 SHIM
EDGE DISTANCE PERSUBSTRATE,
4
----
11
B
SEE TABLE 10, THIS SHEET
EMBEDMENT
ti I
3
EEM
USEDAT CURVED
—
EXTERIOR
28 FRAME MBERSO
SONLY
11 -TV O.C.M
t1
EXTEERIIOR
WINDOW
A
11 �/
BUCK
I I�
MSIBLELIGHTWDTH-
O
HEIGHT
1/4'MA%. SHIM —�{
WINDOW BUCKWIDTH-23I
�I
�
III
WWOOWBUCK WIDTH
MSHIL
INSTALLATION
HORIZONTAL SECTION E-E
.
LIGM
TYPE L
DLIGM
HEI
WINDOW
Bum
e10STEEL
INSTALLATION
TYPE
Etlga
Ma%.O,C
A—c--L
Anchor
Sabstrele
nM
S al
2.1R'%.1i3'Bo%Nall
P.T. SOplhem Pine SO=O.Cb
WIFIn.
6M6'
Y
2./R'%.t3t'Common Nall
P.am Pna SG-0.69
b'
2-1R'%.1A6' RmOn Nall
P.LSmIlIw PM S0-0.S3
31T
6'
�j
P.T. Bwtham Plna SO=0.65
Iw
6'
2XWOODBUCKSTRIP
EXTERIOR
0093" 3-l6 mlR
Y
ORFPAMINOSEE
NOTE2.THISSHEET
n
V
010%r Steal Snell
iIIW 36StM.
&ITViv
BilC
P
18 Ga SITRATE. Gr. 39
sM Sl..I St
&i6`
6'
•MN.OF3TNREADS BEYOND THE METAL SUBSTRATE.
THE
�iM'MAXSHIM
MNUM,
(SEES ERATE OAJAU)MMIM
(SEEBEPERAN
SSEE ORSTEE
SUBSTRATE
SEE SUBSTRATE PROPERTIES,
PROPERTIES.
TABLE 1p,THIS SHEET
�.� EDGE DISTANCE
—L
NSTALLAnONNOM!
EMBEDMENT
1. USE ONLYANCHORS LISTED ON THISSHEET. FOLLOWEMSEDMENT AND EDGE DISTANCE LIMITS.
EMBEDMENTTYRANCHORTYPE
pND EOOE DISTANCE PER
SUBSTRATE, SEE TABLE 10. THIS SHEET
2, WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN IX WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUM DEPICTED AS RX• ARE 14w THICK OR GREATER
VERTICAL SECTION F-F
N ALLARCN TO THE SUBSTRATE OF WOOD BUM TO BE ENGINEERED BY OTHERS OR AS APPROWiD BYAUTHORITY IAANG
JURISDICTION.
3. FOR ATTACHMENT TO METAL• THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROMDE FULL SUPPORT TO THE WINDOW FRAME.
a.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
INSTALLATION TYPE M
EDGE OP FRAMIN0, 9EE
DISTANCE NOTE 2, THIS SHEET
FORTH( INSTALLATION
HODONLY,
1
�
ANCHORS
� EMBED�
• MORE THAN B'O.C.
�
— —
a
MAX
3 SHIM
4
TYP.ANCHORTYPE,
EMBEDMENTANDEDGE
DISTANCE PER SUBSRYTTE,
11 SEE TABLE II, THIS SHEET
EDGE
EXTERIOR
USEDATCURVED DISTANCE
2B FRAME MENDERS ONLY
Q 11-7v Do. MAX
CONCRETEICMU
PER ANCHOR
WINDOW
REQUIREMENT
BUCK
HEIGHT
114-MAX.SHIM
VIiIBLL
INSTALLATION TYPE O
LIGHT
MIGHT =
FORTHISINVALLATION
NWDOW
' METHODONLY,
BUCK
ANCHORS MAY BE NO
1EIGHT-
• MORE THAN e'O.C.
M4'
((((LLLL
EEL
SIN STEEL
SELF -DRILLING
(GS),SEETABLEI0, -.-zz;?
THISSHEET
21 TYP.ANCHORTYPEE,
INSTALLATION
TYPE N
Jnl EMBEDMENT AND EDGE
`/DISTANCE PER SUBSTRATE,
SISTANCE E THISSHEET
�9P MAX SHIM
EDGE
DLSTANCE
VERTICAL SECTION H-H
INSTALLATION TYPE M
F0—R— IS INSTANAMC—N
- EMBEDMENT METHODONLY,
114'MAX ANCHORB MAY Be NO
114 • MORETHAN B'O.C.
NOTE 2.
EXTERIOR
v
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 11,THIS SHEET
ixW0006UCKSTIIIE
SEE NOD SUCKS IIEET
INSTALLATION
TYPE N
IX WOOD BUCKSTRIP, SEE
NOTE2.THISSHEET
11
O
VISIBLE LIGHT' NOTH
H
NODW OWBBUCK WIDTH -2. -2.314'
WINDOW BUCK1VmTH —
HORIZONTAL SECTION G-G
TABLE II:
EMBEDMENT
ElL.
WOE
DISTANCE
CONCRET
PEHOR
REQUIREMENT
EXTERIOR
V
AINNo!
SULSMw
MIL gelwdw
Mn. EmWment
MBu.0.C.
012 orN14410 SSScww
P.T. soot 0.97TY
1.T18'
6
AIMm 808 U.h
3I8•
(.oB9'•
S'
A38SIeel
WB-
0.088
B'
Stew Stud. Gl. 33 min.
SIB'
O.Nd 18Ge •
S'
91201014StcelSar w GS)
P.T. SSUII=Pine G 55
Bll6
Wff
B-
AluMnum NWLTS min,
31B•
dA03-•
B•
A55 SIeeI
YB'
0.085•
B'
Steel Stud Dr. 33 min.
3v
OA4S 10Ga •
S•
V4. 41033 Ow1eFlex
U routed CM ASIM C00
2-11I
1-0l4'
tI
Co.IV.(mh. 3.35 ke1)
1•
1014'
1I
114•St4M Ul8 .n
Lonemw mN.2.83 ku1
1'
134-
12
Conewle N.28kT1 .8
2-III
1-318'
fI
U TM C90
cured CM
2-UI
1- W
12•
GloNed GM A51M G90
2-VI
vue
f2
6118' Slael Nlwwn
Corowb m1n 3.6 ke1
1-Ud'
M4'
tI
OMWMCMV 51MC83
2-VY
1J16'
fI
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS
2. WOOD WOKE DEPICTED ON THIS SHEET AS'IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1R•. IX WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED OIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTEOAS'TPARE 14WTHICKORGREATER.
INSTALLATIONTO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORASAPPROVEDSYAt1THORITYHPVING
JURISDICDON.
3. FOR ATTACHMENTTOMETAL: THE STRUCTURAL MEMBER SMALL BE OF A S12ETO PROVIDE FULL SUPPORTTOTHE W NDOW FRAME
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM
g'(1LYNN Aek J,�•:
*' No. 5BT05
ASSEMBLY DETAILS FOR
FLANGE S EQUAL -LEG FRAMES
ANGLED/CURVED
FRAMEASSEMBLY
' III III I FRAMEA55 MBLY
�JI ( nTO1-,
10ALL WRNE
USEGASKET 1
AND/OR SEALMre,'EQUAL-LEG FRAME
IL FLANGE FRAME
I /
EQUAL-LEGFNAME MITERED FRAME WITH INTERIOR
AN EXTERIOR FRAME WELDS
FLANGE FRAME (SHOWN) ORCORNER KEYS AT
30 SCREW B059E5. SEPIANIATALLCORNER9
A3
Item
a
PGTParta
DeacRpA011
Material
1
4263C
Flanged Frame
Alum. 8083-75
2
4285
Equal4eg Frame
Am. 606345
3
4266
Integral Fin Frame
Alum. 6063-TS
4
4265
WISP Lams. Glace Beading
Alum. 606375
6
4264
IG. Glass Beading
Alum. 6063-76
0a
4270
in,h9Oan Fastener Caer
Alum. 606345
6b
4224
Mstoletim Fastener Cover
Rigid PVC
10
70589C
Gasket(at W comarjcints)
Pdyethylene
11
TP24718
Vinyl Bulb Wealheraldp
Flex PVC, Dun 65+f4
13
Dow 699, GE 7700 Sllcons or Equiv.
ZO
71652K
Setting Black, More. 311W x 7716" x 4'
Neogene, Dim. 851E-1
21
71704AK
Setting Block, I.G. 3116"x 1.3137 x 4"
Newene, Lim. 85 N-1
22
WRAK7167/16'D=Seal
Spacer
2D
66 x I4M' FH EMS
Stoinlaas Steel
30
7B1PQX
98x 1'Quad PH SMS
Stainless Steel
ASSEMBLY DETAILS
FOR FIN FRAMES
N-CORNER
FRAMEASSEMBLY
ANGLEOCURVM
FRAME ASSEMBLY
MITERED FRAME W 714INTERIOR
AND EXIERIORFRAME WELDS
(SHOWN) OR CORNER KEYSAT
SCREW BOSSES. SEALANT AT ALL CORNERS
0g4' 2•r.&..IL— ow 2�.�.J4r—
� L 1.37V1- r 1375-
1.875- —[ .500' .430' .439'
1.0ar n
60P.560"dID° T—y— .D6Rmmv
OFLANGE FRAME OEQUAL-LEG FRAME
94253C, 6083T5 IY4285, 8083-TS
Are,
1 _11— .050'
7116" LAM)
OGLASS BEADING
a4255, 6083•TS
L II�6F— .346'
876- II ry
~u)+IUI .050'
I.G. GLASS
6 BEADING
94254, 6083T5
A00'
.074- —.III+ r .062'
1.12E
L— mr
3 FIN FRAME
04256,606345
—I 1.D3r I—
.050+
INSTALLATION
Ba FASTENERC.OVER
94270, 6063-T5
LYNN
••nu un.
A LYNNMM1LER, P.E.
P.FJI6B>05