HomeMy WebLinkAboutNOASCANNED
BY
141�MMADE St. Lucie County MIANII-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w�.miarnldade.gov/eeonomv
1070 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 documentation submitted has been reviewed and accepted by Miami -Dade Co RER -
Product Control Section to be used in Miami Dade County and other areas where allo thority
Having Jurisdiction (AHJ). A2&
This NOA shall not be valid after the expiration date stated beloy a duct Control
Section (in Miami -Dade County) and/or the AHJ (in areas oth ia e reserve the right
to have this product or material tested for quality assurance 0 s product or material fails to
perform in the accepted manner, the manufacturer will incur th xpense of such testing and the AHJ may
immediately revoke, modily� 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.-
DEscRimoN0VV7UM%M�"eFxtru �ed—�m
APPROVAL DOCtMMNT- Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mianti-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dadc
County Product Control Section.
LABELING; Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement; "Mianti-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 perfbrmance 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 produc% 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# 14-1105.01 and consists of this page I and evidence pages B-1 and
E-2, as -well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819. 05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I
Ahrough 25 of 25, dated 08/29/11, with revision B dated 10110/14, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
B. TESTS
I Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A- I thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, PA.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5"' Edition (2014), prepared by manufacturer, dated 01/29115, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
-Nama90542
Marine F.
e
Product Cont 01 Piner
NOA NIP6-10218.03
Expiration Date. May 26,2021
Approval Date: April 14 2016
I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITIE D
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and scaled by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and scaled by Anthony Lynn NEller, P.B.
G. OTBERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
'TGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12A5 and expiring on 05/26/16.
Manuel 'PE.
Product Contr I E miner
NOA o. -0218.03
Expiration Date: May26,2021
Approval Date: April 14 2016
E-2
DETAILA:
MULLION TO 2X WOOD BUCK
ORWOODFRAMING
(OFFSET CLIP SHOWN)
EITPERIVE
STNiDVLOOR
owm�
4
4
4
EXTERIOR
FRONTVIEW
4
aMLLION
- SHEETS
EEE
2m"'FORHOLE
LMATIONS
ALL MUUJONG
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
4
4.
EXTERIOR
ENE
OflSTANCE
E 4
SIDEVIEW
ip , IT
WTAILED.
THISNETH
PERSUMIMTE. loll 11 F-5,
.R. STRAIE. SEETMUMI�IeU
EDGEE 0 W�BIP
.,__ S MD
.EET.
'IE. ATTAWMENT
M10B BY OTHERS,
ENBELNT" SEE NOTE 1.
SHEET i.
%
LIN2.7K81�0NETEOROPM
FRONT VIEW PRODUCTREVISED
SiDEVIEW ...,Iyifsm��Fkdft
D.H&ROW. " ,�— I/
INSTAULATtONNOTE&
I)ANCHOR EMBEDMENT TO BASE MATERIAL SHAUL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULUON SIZE SHOWN MOVE ARE MR PICTORIAL REPRESENTATION
ONLY. SMAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE
CORRECT QUA14TITYMD LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANCARO OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEOSICAD OR FLATHEAD.
4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY USE ONLY NUAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR FLCO iW S.S. AGOREGATOR MASONRY ANCHORS.
( LYNN mll . ""
. ......... ..
NO. 58705
16 L6 -
0 s
. ED
1W I
q. ........ .
FL REA SB705
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE It
MULTIPLE —OPENJNGWETHR)RVM�
MULLIONS
-WEE-E-M 2-3
SEE.ETALS
ATHAUI%'
SHECTS24 I
Ev
'HE
\� �11 SEE.
.mLN)HTffl- A.
L SREE
HCAUR
LENGTH,
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS
FOR
Hma.
HEIGHT MOGEH MULL
LH/ LID L
I
SINGLEMILLUON SNGLEVULUDN
-)SPECORRIESPONVINGDETMS
�- MOM EXPIRE I ABLE)VE.
MING FEES "0'
MING E(FBO3.5THEDITION
ITION
OANSUAFSPA N�2012 FOR WOOD CONSTRUCTION
-2014 FLORIDA BUIIMJIN IN 5==O'
FOrED '
GO
4 AEN_
.ALUMINUM DESIGN MANUAL, MW20117
I
-AISI-Sl00-07fS2-?DI0
GSKEFUALNOTM
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR M WOOD SUCKS IF USED.
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO;THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS'FREE-FLOATINGAND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS. BUT SHAL.
NOT HAVE A CAP OF MORE THAN llLf FROM WE CUP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 70 RESIST THE WNDLOADS OORRESPONDRIG TO THE REQUIRED
DESIGN PRESISURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 08D. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE REtSPONSIBUITY OF OTHERS AND IS BEYOND ME SCOPE OF THESE
INSTRUCTIONS.
COMBINED WIDTH
FENESTRA11ONPRODUCTSTO
PRESSURE OF MULTIPLE MILLIONS OR FENESTRATION PRODUGIS PHALZ.�FLT.
6) WHEN FINDING YOUR SIM IN THE MULLION TABLES, ALWAYS ROUND UP To ME N� SIM SHOWN ON THE TABLE(S).
7% —�L4^� �MRETILUHNT TCI RARE MATERIAL SHALL BE MONO WALL DRESSING OR SWCOO. WOOD BUCKS W OTHERR
AS F19QUIRM TO PREVENT
0) REFERENCE TEST REPORTS: RL�6443, SLOG LA-TRACONIAGGRE-GATORNONS
9) MULLIONS AND CLIPS RAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREEMENTS OF ME FLORIDA BUJILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PrT.AppRovED I'MESTRATION PRODUCTS HAVING CURRENT APPROVALS
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVIAZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPMiNG
WIDTWHEIGKT OF FACH INDIVIDUAL MURUON COMPLIES WITH THE REQUIREMENTS OF THIS NOk
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT IWWFP) FOR THE OPENING USING ME ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEIRT 25 TO DETERMIN E IF THE WIND LOADING IS -RECTANGUILAR- OR 7REANGULARETRAPEZOIDAV.
GENERALNOTES I
INSTRUCTIONS,* ......... . . . -, I
ELEVATLONS...... ....................... . I
MULLTOMWOOD .... ...... .. 2
MU"L To Ix & 2
INSTALLATION 2
MULL TO MkSONRY---- 3
VUU.TOSEEELSRJD . ..... ---.3
ANCHOR 3
I X 2 X.126 MULL SPECS .... --.6
I X 2 X.375 MULL SPIECS . . ........... 6
X176)(MMULLSPECS-1 7
X 2.75 X M MUMSP9CS 0
1 X 3 .1:5 x ax, NUAL.I. SFECS--9
IX4X.375 TUSE MULIL SPECS-- �il
IX4 X .31E � MUlLSPECS-
11 M"X'SIXMINNURS
4) FIND THE CHOSEN MILLION'S MULLION CAPACITY (LBSIM FROM TABLES 1A THROUGH IS& ON SHEETS 6 THROUGH 20 RESPECTIVELY. USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULMON IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LESEFT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REqUHReMFNE B-BSFP) FOR THE OPENING OBTAINED IN
STEP i).
5) FROM THE SAME TABLE USED INSTEP 4) ABOVF FINDTHE VALUE IN THE NEXT COLUMN ANCHOR CAPACI REQUIRED (UIS). THIS VALUE
REPRESENTS THE WUNDLOULD TRANS�RFHEO TO ME SUBSTRATE BYTHE ANCHORS AND MUST BE MET70 ATTAIN THE FULL MULLION CAPACITY.
ORENINGWIM �- 1
MVERTICAL
6) FROM ME ANCHOR CAPACITYB-BS) TABLE ON THE SAME SHEETAND USING YOUR ACTUALSUBSTRNTECONDMON (MULTIPLE
ANCHOEVSUBSTRATSIANCHORCUP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP FATTERNANDVIRiFy THATTIlE REQUIRED ANCHOR
0=GVEDTK
CAPACITY IS MET,
MULTIPLE MULLIONS
7) IFTHEMULLION CAPACTY(LB§MOBTAINEO INTHETABLEISHIGHEETRAINME DESIGN PRESSURE Rg&EMEW fl-�) FOR THE
OPENING, YOU MAY USE IKE "ANCHOR CAPACITY ADJUSTMENT FORMULA� TO OBTAIN THE LOWER ANCH ACITY KWUM.. W, IT 1 .1.
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
SIT IFY I DESIGN PRESSURE RATING (LBSfFr) FOR THE FFNESTR46TION PRODUCT TO BE USED AND OOMPARE WITH THE FINAL MULLION
C ACITY i�7ipi OUTMED FOR THE MULLION SYSTEM. THE MASR OF ME TWO SHALL APPLY FOR THE ENTIRE MLEJ-ED FENEISTFINTION
A _
MODUEET jEwLy.
9) HIGHLIGHT OP TIEN USED AND TABLE VALUES USED IN A SPECIFIC APPE-REATION MEN USING THIS NOA TO APPLY FOR A PERMIT.
N0.513705
J c
ZQA R,'P�.E.
FL P06�8705
DETAIL E:
MULLION TO MULLION
DETAIL C: INTERSECTION NOTU,
MULLION DIRECTLY ATTACHED TO (U-CLIP) 1) MAY BE INSTALLED IN 'TEE' OR �CROSS'
MASONRYSTRUCTURE INTERSECTIONS.
(STANDARD CLIP SHOWN) 2) MAY BE INSTALLED HORZONTAi-Ly
(SHOWN) ORVERTICALLY.
I PERSUBSTRATE. LIL 3) SEE U-CUP DRAWINGS. SHEETS 2t-23
SDBTABLE31�135 FOR CORRESPONDING MULLION. 0
0
OFM MUILL TOPVIEW z
CUPOW MULLION
I=AULED BY
;:5- ir
FORMASONRY VARIES
ANVORS #126TEELSC�,
6EUF�IUUNGORPRFDqlU-
M.L'ONAHo , uw&Z
4- DO GO
A MULLION
EXTERIOR 4 ar —
TNEOFFS �18 z
RECOMMENDED FDA
FOR�Y RN.FRAMED Z.1.
ANCHORS mm�.Rmwy U,C.� L
ALSO BE USED FOR EXTERIOR <
-OTHERFRAMETWEE.
z z
01 A
FRONTVIEW EUG E
SEE TABLES 0
3 z
013R li 15
SIDE Vil pall I Ii
MN2.?MWIVUVFBEORCMU 1&139
FRONTMEW SIDE VIEW
INSTA&LATION NOTES:
1) ANCHOR EMBEDMENT TO SAW MATERIAL SHAUL BE BEYOND WALLORESSING OR STUCCO.
2) QUM71TY OFANCHORS AND MULLION SU SHOWN ABOVEARE PORPICTORM REPRESENTATION
ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FDU-0WFD, REFER TO THE TABLES ON THE
FOULCWING SHEETS. FOR DETAILS A�D, EITHER THE STANDARDOR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANNEAD, HFXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C� SHUT a
5) FOR MASONRY APPLICATIONS IN MIAM�DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED
ELM ULTRACON OR ELCO JW S.S. AGGREGATOR MASONRY ANCHORS.
FRO VI
EXTERIOR
DETAIL D
MUU-H5N—ATrAcHEDT0
STEELSTUD
(STANDARD CLIP SH
7�-�
NOTES;
1) FOR U WOO�BACKED STEEL STUDS. WOOD
ANCHORVAI.UUMAYBEUSED.
2) SEE CORRESPONDING MULUON TABLES.
SHEETS 6.20, FOR QUANTITY OF SCREWS.
SIDE VIEW
FRODUCT
FL
DETAIL F!
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEEDETNIS�
L::;>
EXTERIOR
WAND� V"U.Im CLIP
MODIRED TO F17 FIELD
IWO�D.STEEL,
ALUM,MORKASOMY
EI01FLOR
(D
SIDEVIEW
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE RAY OR 126- X 2.1 V X.126' MUUJON.
2) SEE TABLES J�1313 FOR ANC14OR QUANTITIES AND SHISETS 21-23 FOR HOLE LOCATIONS.
3) THE M CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G; DETAIL H:
ANGLE MULLION CUP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
NOTES FOR INSTALLATION OFTION G & M
1) USE 2 ANGLE CLIPS PER MULLION END. alpS MUST BE INSIERTED INSIDE OF MILLION.
2) DETAIL G: SEE TABLES I B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES IM OR 163 FOR ANCHOR QUANTITIES AND SHIEIET n FOR HOLE
LOCATIONS.
.1
m
TABLE IA
M.1ft. Connolly T.1,19 (Ibsift)
Opening
(IN wrijNIIsparling
musions) of Opening HbIght
(IN ho�ea�c&r,,c
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law
140M
IOU
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L�v
London
-Ndv
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Albric.7obo
.MuMon
R
a
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me
40
1115.61
US
79.9 140
110
21
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405
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40
tol.0
310
no
40
IN.0
31,
31,44
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3"
4w
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319
L-111
H10
112
Nidlmm
W2
73A
262
NO
312
6 7.0
241)
41.0
12
312
61.3
.11.
M
M
37.5
312
OLO
ZH
M21
312
161.0
M
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SL
c IT
M
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20
31.9
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49.3
219
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US
�39
39A
103
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a.5
VT
36.1
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152.61
247
57.0
fl
207
�
432
UT
49.0
202
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44.5
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No
in
29.2
247
39.4
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1 200
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115
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IN
Anchor Clip Patients
FIGUREi: G
Is 1111 1 a 0 1111 0
FIGURE 3!
ANGLE CLIP MUST BE USED IN PAJRS.
FIGURE4.' FIGURE & FIGUREII:
me M�
SherOk.twoe. I 1rewmacco
1) SEE SHUT I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
--j
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS is ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALP FOR ExAcrDIMENSIONS, SEE SHEETS 21-23,
DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2. Nor
HUES TO BE DRILLED IN THE FIELD FOLLOWING
FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS.
12V
4) SUBSTRATES: CONCRETE SKALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROLTFILUED
CONFORM TO AsTM G-90. WOOD SHALL BE PRES�URE-TREATED
CONCRETE BLOCK UNIT (CMU) SHALL
YELLOW SOUTHERN PINE WITH AN SO OF 0.66. ALUMINUM SH� BE CN�T6 AND BE A MINIMUM OF.12V
GRADE 33 AND.045' THICK (18 CA,)GE). STRUCTURAL STEEL TO BE AT
i-xr)(Ammut-1-coll
TRICK STEEL STUDS TO BE A MINIMUM
UEAST.10' THICK AND A38. ALL ANCHORS INTO METAL SHALL MEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18.8 B.S. OR 410 S.S
� 1: 5BI05
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ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAJRS.
TABLENOTES'.
1) SEE SHEET I FOR INSTRUCTIONSI ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMJOR OPENING WIDTKS 13 ALLOWABLE.
3) MUR-LION AND MULLION CUPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M.
HOLES TO BE DRLUEO IN THE REUD FOLLOWING DWaSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM �90. WOOD SHALL BE PRESSUR11TREATED
YELLOW SOUTHERN PINEWITH AN SG OF 0.55. ALUMINUM SHALL BE WJI BEA MINIMUM OF.125'
THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045- THICK(IS GN.!GE). STRUCTUFIALSTEELTO BEAT
UFAST.12"HICK AND A31 ALLANCHORS INTO METAL SHALLEXTEND AT LEAST3 SC�UEWTHREACS BEYOND
THE MATERIAL. #IDA #12 ANCHORS INTO WOOD MAYBE STEEL. I"S.S, CR410 S.S.
, V's kcr
Vigo",
,5"
" 12T
STAN-Au' CLIP
STANDMO CLIP
F
............... ... ... Im"'no,
..
=
m—MLIM2,
3.121? CUTHERE70 376-
-CMATEFC-1P,SBE I F, MIN.
I 'DETKI-F5�9T4 I
L 7
STANC�D CLIP
6(*�TGA-Uk
TOWIM
ANCHORDC,
"MR - VIV.
-----------
------
DD
OFFSEETUIP
W�TBALUM.
TO�w
MIN. U-CUP
TOP�EW
BOUNDARY.SEE
SHEETEWFORTHE
ANCHORO.C.
DISTMCE.MAQMW
ANCHORHO�
DIAMETER: ANCHOR
DAMETER-1111P
An. . .
V X2.71V XAW MULLION
6063-TGALUM.
X�SECTION
2X6ANGLECL(P
Z000. XSECTJONI
125-
L
...........
MANGLECUP
605111E AUUM.
TOPVEW
PC
A
HOLE DMETER: MMOR DIAMETER - WIP.
Mull DIma nrAon (sheet 0)
FGT Part 0
Muillon
Sat. Clip
OffwtCllp
U-Clip lAngloCII01
V XZ' X.125- (5)
6M
Be6li3M
6861ililld
MU43M
66W11M
V X2" X.376' (6)
—j6-6jj4M
1110M
668244M
668512M
V X 2.75- X.37W (7)
666E?
6MI15M
66(HI20M
M45M
6(W13M
i'X2.76`X.650P(S)
SM
666li6M
6661121M
6662A6M
666514M
V X3.125- X.500' (9)
66637M
sselilSM
6MI114M
66VA2M
66SSi6M
1.261 XVW X.26W (12)
66641M
6681117M
660`1113M
BOMIM
654516M
l.2U'X2Al"XA2W(ls)
F-6W-70
, INA
. INA
VJA
366517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 520 MR SUGGESTED, APPROMMATE HOLE LOCATIONS & ANCHOR O.C, DISTANU.
3) SEE SHEETS 2.4 FOR 09NERAL INSTALLATION METHODS.
TABLIE A
DI.ond.niValue
Vn)j
F.1 Mullion:
A
X2' X.12V
Alumnum
TUbs MUIRD,
8
2. %
*
D895
*
0.740
A
T
1.1125
N
V X2- X.376'
Alw1man
TUbOML41ion
e
2.4.
0
0.635
EDE
D
0.490
A
1.676
V X2.715' X
.37amurnInum
TWO MUW.
B
3.000
0
D7s7
D
.".
E
.460 Min.
A
1.312
V X2.75' X
.65T
Aluminum
Tuba MUIRM
3
NNE
0 .78
D
1 0.836
A
$A
2.000
1- X3.125'X
.SW AI.T,
Tube Mull
8
2,631
:::�-0
883
D
1 137
I 1A37
2.025
1.25* X3.IW
X.205' Alum
Tubo Mail
8
M
3.262
E�
c
D
0.8 82
1.762
A
1.813
12(rX2.11.)
i2l'Alum
Tuba MUII
vXNN 4f�
No.
740*
miom
4 00 1210
062—
A3W-
0' .126' STMDARDCLIP
4.(w 2.625' 2.0w B�Tomm. Z126- 2.000* 2X5ANGLECUP
1 U4LIP L OWMTO AULIM.
ew�Tomm MSCTION
25- X,SECTION
—.1261 MECTION
.03 ME
H. pit
I . �"� . - -1.
.ULUON MULUON
6063-7BAUUM. 6mWeALUM.
X-SECTION X-SECTION
D
3250.
--i .82W
IIWX3.2VX.IW
MULLION
600�75AUUM.
X41ECTiON
i-xvx.3w
�AIULUON
af
sw�T ALUM
I..
X-SECTION
.37
MIN,
'1W
21
W
L
1.2WX3.2FX.82V l.2WX3.WX.62C
MULLION MIKILION
O�Tl$ALUM. 005-Tmum.
X�SECTION X-SECTION
CEWEROF�
WTHINTHEI
SHEETS �W
!2� 1 37W
I.STIM MIN..
'U"' N 2D
A25-
31 125" 45- Z25V
3.n
M-RAYMULUON M�ITIALUK
GW�TOAUJM. X-SECTION
X-SECTIONV I
.22WJ
NOTES:
i) HOLES TO DE DRILLED IN THE FIELD FOL.LOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-M FOR SUGGESTIEC. APPROMMATE HOM LOCATIONS.
3) SEE SNEETS 2� FOR �ERAL INSTALLATION METHODS,
� �1; �FIP 5 E E
DETALESH�4
.376
r ------- CENTER OF
0
MMUC97TURE"MTHIN
D.A
T S H
SHE
'YT.
'UN A EE
SI-EETS15-20FOR
.7118ANCHORO.C.
DISTANCE
MA'alhem
ANCHORHOUE
DIAMETI�:
=NOR
DIAMETER-1111P.
STANDARD CLIP U-CLIP
NCRHOLEMUSTUE
GW�TGALUK 8W-TfiAUUM+
TOPMV TOPVWf
HEDBOUND�.
EE
�,Uuu
DIAMMR,
OFF611TCLIP
6W�T(I&Um.
TOPAM
TARI 5 C. CONT�
Dimension
------
Value (1n)TF0r-�-1I1Q-W--1
-----
DMensI0nTVBIU8
------
QWROTMU1110aa
------ I
F
2LW7
TxqX
.1w
Nwfuu,,
M F
24-
1.
0.
1.
X.6
AIUMIUM
AM MAW
0
H
tow
56—W
-TA-W-
T20
IL1.1
I X4 A
.376-
Akogmun,
�&mr
F
o
W6
n
1.2W X3.9V
x.e2v
MmInm
Tua� momon
G
H
0.757
im
H
I
I.M
37�-
F
�w
X.1w
AlurnI.
Tu`a�
F
2qaI3
G
H
--Dw
L500
2.676
jEM
I
I am
PQTPadf
M-1 71u
sw Cup
- J- Xe X.12W (10)
a
Willas
M112M
le
im XC X637M (11)
SNIo
06112M
601123M
=42M
W519M
1- X4' XXV 'r 01)
OW3
2M
ONI12M
6136N12M
--
844519M
-iWl
—
121111 X 100 (13)
60
-gF-
--
�rtl=
W—
1124M
NOW
IBM
-iW16-M
TV 1-11 1 —94 (14)
-role,-
�81 —IM
WI—IM
—
0W4-11-M
ItZ4-1-M
—
121 X,, XM (JS)
-T--2-
OHI
WHT-
17M
W11M
—
W3i7M
95nm —0 a)
OWOF
—WA
—WA
MIA
—WA
SMHOM
-- —
4TD1. W)
CM--
—WA
—WA
M111M
Fte"
ON v,
Ems$
Q
Nu. 587
A E.
FL P. 58705
TABLEE
Mull blmonslon
(Gheot#)
PGT Pan#
MuIllon I Std.Cilp
U-Clip
Angle ClIp
2'X4-X.2S'(10)j
66602
1 666261M
60027IMP06-5-112m
jVXG-X.25'(i7)j
86604
1 666262M
I 668272M
I 6665113M
NOTESz
1) HOLES TO BE DRIUED IN THE FIELD FOLLOVANG
DIMENSIONAL RESTRICTIONS GPfiN ON THIS SHEET.
2)BEE gliEETS&20FORSUGGESM.APPROYJMAM
HOLE LOCATIONS.
3) SEE SHEETS 2� FOR GENERAL INSTALLATION mErHoDs.
20MV2.W0- 'W"
I MIN.
4.000-
.25WO' VX4'X.2V
MULUON
800346ALUM,
X4ECTION
�-2.1100-----j
rxo.x2r
MULLION
GW3-T6 ALUM.
X�EGTION
jSTANDARDOLIP U-CUP 20ANCLECLIP
OM-76 ALUM. 606�Te ALUM 00!�TB ALUM.
X4ECTION 2A2F X4ECTCN 2000, X-SECTCN
12Y L IJT .126 .126
.+ �-1.49,--IT L=f �
SHEET4 M
Ir -------- L -- ---------
a4l
-- --------
STANDARDCUUP
/IMTEROF ANCHOR HOLE MUST UE 001LI-WALUM.
TOMEW
37W -� r
MIN. —\ Y'.
r.—
.37F
MIN.
---
-------
4.688-
-----------
I ' -
STANDAR)CLIP
0003-TOALLIM.
TOP MEW
3
-T
3.43W
CENXR
DIAMET ANCHOROM - VIT.
276P
U CUP
606�TSAUUM.
USED FOR r X W MULLION. S� 17
Tomw
�5MGUECLP
608�TeAUUM.
TOMW
N.. 58705
.YNNM1t!ap,P.E-
FL P.E.9 687D5
Dal
EXAMPLE 1: SINGLE VERTICAL MULLION
EXAMPLE �. MULTIPLE MULLIONS
ME BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. ME WINDOW FRAME DEPTH IS 2-11r. THE OPENING REQUIRES A DESIGN PRESSURE OF 10.01-60.0 PSF.
1) INITIALLY ASSUMING THAT A i- WIDE MULLION IS SUITAKE,THE MULUON LENGTH IS 72' AND ME OPENING WIDTH IS 32'-32-1- �. REFERENCING SHEET 25. ME COLUMM USING
RECTANGULAR LOADING MUST BE USED. SCAN ME MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2�1W AND WILL MEET OR EXCEED ME REQUIRED
DESIGN PRESSURE OF .0.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIM, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE SA. SHEET 7. THE V X 2.7T X 376- MULLION (LENGTH - 72'. OPENING NOW . TV) MEETS THE DEPTH REQUIRED, HOWEVER WE DESIGN PRESSURE IS .1�8.3 POP AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION,
FROM TABLE 4& SHEET 8. THE V X 2.75- X.65V MULLION (LENGTH - 72, OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF -1-723 PEP WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 40 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND MIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP MIA (4) 912 ANCHORS AND THE M
ANGLE CLIPS NTH (4) 412 ANCHORS HAW A CAPACITY OF 885 US. THOUGH EITHER ONE COULD BE USED, THE STANOARD CUP IS EASIER TO INSTALL.
3) �RIFYNE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTH NIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE. OF MULLIONS OR KNESMAITON PRODUCTS. WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT ME BOTH ME MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANOEWTH WE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, ME DESIGN PRESSURE REQUIRED WAS .1-MO PER ME OVERALL MULLION SYSTEM WAS DElERtMED TO BE 72.7 PSF WIM AN ANCHOR CAPACITY OF 08 US ALTERNATIVELY.
ME ANCHOR CAPACITY ADJUSTMENT FORMULA MUM HAVE BEEN USED TO CALCULATE ME ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO MR
(60 PSF) X 636 USS - 524AUBS (MYBEUSWTOQUALI�010STEMSCRMSFROMTABM4B)
-T
( 17LP'SF)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAWS AND USES A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTIfIS 2-W. WE OPENING REQUIRES A
DESIGN PRESSURE OF t5O.O/-6SO PSF.
FOR THE VERTICAL MULLION,
1) NITIA-Ly ASSUMING THAT A 1 - WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 3T-7V-V-IOV AND ME OPENING NOW IS 36�36�1' -TY. REFERENCING SHEET 0,
THE OOLUMN USING RECTANGULAR LOADING SHAIJ. BE USED. SCAN ME MULLION TABLES FORA MILLION VAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-wr AND WILL
WET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -50.01-55.0 PSF. IF ME TAKE DOES NOT SHOW THE EXACT SIM, USE THE NEXT LARGER SIM AVAILABLE.
FROM TABLE 3A, SHEET 7. ME V X 2.76' X 27V MULLION (LENGTH - 108'. OPENING WIDTH . OF) MEETS ME DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS 0-15.1 PEP
AND WOULD NOT BE BUTTABLE MR THIS APPLUM110N.
FROM TABLE 12A. SHEET 16. THE V X 4- X.25W MULLION (LENGTH - IOW. OPENING NOW - Sn HAS ADESIGN PRESSURE OF.W.7 PEP WHICH EXCEEDS ME REQUUMMENTS
FOR THE OPENING AMID MY BE USED IN THIS APPLICATION. NOTE THEANCHOR MACITY REQUIRED OF 071 LOS.
BECAUSE IT IS NOW KNOWN MAT WE MULLJON WILL AGO r TO THE NDTH OF ME MULLED UNIT.THEADDSTED OPENING NOTH IS 317-3W�74. NOT n' AS PREVIOUSLY
ASSUMED. VEWY THAT ME DESIGN PRESSURE IS STILL APPLICABLE FOR THE AD.IUSTED OPENING. ALTERNATIVELY. THE WINDOW NONE MAY BE REDUCED TO MAINTAIN
ME 7X DIMENSION!
2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED
CONCRETE HEADER AND SIM ARE V NOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN TOE V, CARE MUST BE TAKEN TO MAINTAIN ME FASTENERS EDGE DISTANCE.
USING THE STANDARD CLIP NTH (6) SM W ULTRA0ON ANCHORS AT AN EDGE DISTANCE OF 2AW GIVES AN ANCHOR MAIATY OF IMO US MICH IS GREATER. AMID
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 US.
BECAUSE THE VERTICAL MULL WILL BE A r X 4' X MW MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND �RTICAL MULLIONS, ALTERNAMVELY. ANOTHER
MULLION TYPE COULD BE CHOSEN.
i) ME MULLION LENGTH IS W AND ME OPENING HEIGHT IS 32'-7r+r -IOV. REFERENCING SHEET 25, ME COLUMN USINGNAPEDOIDAUTRIANG" LOADING MAY BE
USED. MOM TABLE 12A. SHEET 16, THE 2- X 0 X � MULLION I@ LENGTH , 4r. OPENING HEIGHT , 12Or) HAS A DESIGN PRESSURE OF +M70.0 PSF MICH EXCEEDS THE
REQUIREMENTS FOR WE OPENING AMID MY BE USED IN THIS APPLICATION. NOTE ME ANCHOR WAUTY REQUIRED OF 91 LB&
2) USE TABLE iM TO FIND ME ANCHOR TYPE.ANCHOR QUANVY AND CLIP TYPE REQUIRED FOR ME WU SUBSTRATE. INNIS EXAMPLE. ASSUME ME CMLI JAWS ARE W
WIDE. IF ME MULLION CLIP WERE TO BE CENTERED WITHIN ME W, ME MUST BE TAKEN To MAINTAIN ME FASTENERS EDGE DISTANCE. USING ME 2X5 ANGLE CLIPS VMH
(4)Xi�ULTMCONMCHORSATMEDMDISTMMOFI-GrVESANMCHORWnITYOF50MSMICHISUWATM��nFORESUITASLF�FOR�EMOU�D
ANCHOR CAPACITY OF 521 LOS.
4) FOR ME U-CUP IN ME HORIZONTN. MULLION TO VERTICAL MULLION, USE THE GAME ANCHOR CAPACITY OF 521 LOS. TABLE 128 MR WE U�CUP SHOWS WE ANCHOR
CAPACITY IS 1074 US MEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SUITABLE. FOR ME REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS. ME
ANCHOR TYPE IS A #12 STEEL WREW.
FROM THE ABOVE STEPS. OUR MIJUJON DESIGN PRESSURE IS:
.1-64.7 PSF FROM THE VERTICAL MULLION:
-1-17CO PSF FROM THE 3T HORIZONTAL MULLION ATTACHING TO CMU:
.1-170.0 POP FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION QNTERSECTION�
THE LOWEST DESIGN PRESSURE IS +MN.7 PSF AND WOULD APPLY TO ALL OF ME MULUONS.
VERIFY THE DESIGN PRESSURE OF THE FENESMATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION
PRODUCTS. WILL "PLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AMID THE FENESTFATION PRODUCT BE INSTALLED IN
ACCORDANCE NTH ME INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUUJON-
No.53705
EXAMPLES OF RECTANGU�L=ING!
—1AA HSU Pogo—,iL-"
oil
I
LOADING OF VERTICAL MULLION
SILLOFWINDOWSNOTANCHOREO
Pwo
ill
LOADING OF WIRTIM MULLION
WITHINTERSECTINGHORIZONTALMULI IONS
LOADINGOFVERTICALMULUON LOADINGOFHORIZONTAI MULUON
SILL OF WINDOWS NOTANCAORED WITHINTERSECTING�TICALMI.IWOM
0001F
,ij
LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOTCAFlUREDORANCHORED
IN Pw
LOADING OF NERTICAL MULLIO
HORIZONTAI MtN
NTERSECTING 111 IONS
9MMESOFTRNIPEZOIDALTRIANGUI-ARLOADN�,
I
/ ::� I I <f/
- FIN
LOADING OF (2) HORIZONTAL MULLIBNS
ADING OF HORIZONTAL MUL
1111,11WIMMairl 1111
LOADINGOFNERII(CA.
mUI.LION
S
z
MUWON
NOTES,
mlaucrilawsm
..p4yw5,AmftF�
I) DRAWINGSARE
ftljdi,CW�
RERESENTATIONS OF TYPICAL
Ac=
c7
CONFIGURATIONS.
OONFIGURATIONSNOTSHOWN
J, M
MAY BE EXTRAPOLATED FROM
THOSE SHOWN,
2) IF THE LOADING TYPE CANNOT
I % 01, I:Y,4m
SEOETERMINED,USE
............
RECTANGULAR LOADING.
3) SEE PRODUCIV APPROVAL FOR
M, 6670r,
ACTUAL ANCHOR LOCATIONS.
SCANNED
By
MIAMODAMDE St. Lucie County ML4dVH-DAI)E COUNTY
Em PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree4 Room 208
BOARD AND CODE ADMEMTRA77ON DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) "w.miamidade.gavf�onomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations govem�mning the use construction
materials. The documentation submitted has been reviewed and accepted by Marni-Dade ounty RER I$%
of
C
Product Control Section to be used in Miami Dade County and other areas where allowed by he Auth
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. Ile Marni-Dade County Produ Con
Section (in Nflami-Dadc County) and/or the AHJ (in areas other than Nfiami-Dade County) e t
to have this product or material tested for quality assurance purposes If thi d ct r %�&fa a to
's proeu
perform in the accepted manner, the manufacturer will incur the expense of such te - " d may
immediately revoke, modify, or suspend the use of such product or material wi ' e* tion, RER
e d
d'!
reserves the right to revoke this acceptance, if it is determined by Miarni-Dade duct Control
Section that this product or material fails to meet the requirements of the applicable bui Wigeode.
g c
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
APPROVAL DOCUMENT: Drawing No. MID-SH200-01, titled "Single Hung Window Installation"
sheets I through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, 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.
NDSSILE 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 Approve0, 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. Nfisuse 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-
ADVERTISEIVRNT: The NOA number preceded by the words Nflarni-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 thejob site at the request of the Building Official.
This NOA revises and renews NOA# 15-0528.22 and consists of this page I and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by AUnuel Perez, P.E.
NOA No. 16-0505.02
Exp a
Lratian Date: Septem�er 01, 2021
ApprovalDate: June16,2016
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614. 01)
2. Drawing No. AID-SH200-01, titled "Single Hung Window Installation' 'sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing LaboratoM Inc., Test Report
No. FT1,6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-0614. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22)
2. Glazing complies with ASTM U1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying vAth FBC-5' Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
�$ -V�T", �
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.I., approved on 09/06/15 and expiring
on 09/01/16.
nnue, =P.E.
Product "'tr, iner
1 6- 5.02
NOANos
Expiration Date: September 01,2021
ApprovaI Date: June 16,2016
GENERAL NOTES: SERIES 200 Nu.�-WPACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
P-1/8— TII
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
52-1/8"1
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
NO ANCHORS 4
REQUIRED IN
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
V]SIB
FLANGE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6. SHEET 4 & 6.
FRAME HEAD
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6, SHEET 4. ALL WOOD BUCKS LESS THAN
A
1 -1 i2"TH ICK ARE TO BE CONSI DERrD 1X I NSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL I F UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.lrZ"THICK OR GREATER- 1 X AND 2X BUCKS
8* MAX FROM
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
CENTER OF
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
ME
5) ANCHOR EMBEDMENT TO BASF MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6. SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
8"MAX FROM
6)SHIMS ARE REQUIREDATEACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE
CENTER OFT i
SUBSTRATE. USE SHIMS CAPA13LE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
MEETING
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
RAIL
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTMI
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
9,
ANALYSIS AND GLASS PER ASTM E1300.
MAX.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
TYR FLANGE F
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
(TES -
ANCHORS THAT COME INTO CONTACT WITH OTH ER DISSIMILAR MATERIALS SHALL MEETTH E REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FFL.6479; ELCO ULTRACON NON ELCO CRETEFLEX NOA; ANSYAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
I
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
WIDTH WIDTH
HEIGHT HE HT
EQUAL� PROIAEWIOPJEL �CHTOPPROVIENIORIEL RADIUSTOPEGUAL=
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TABLE4:
Maximum
Whiclow
Heighe
Sash HeightF
(see Figure A, this sheet)
Design Pressure (lbefill?) fiDr Glass 7ype 6 - J, Fin & Flange Frame
Maximum Window Width'
19-1/8"
28-117
33"
3r
41
4
45'
49"
M"
11-9116" (Equal Ute)
+55.0
-90.0
+55.0
-90.0
+55.0
-90.
+55.0
-90.0
+55.0
-90.0
+55.0
5' *0
-90.0
+55.01
-90.1
under 11841/116"
+55.0
-%0
+55.0 I
--
90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-9D.0
+55.0
" _0
.84.3
+55.0
-78.
3T'
169118" (Equal Ute)
+55.0
.90.0
+55.0
-90.0
+65.0
-90.0
+55.0
-90.0
+55.0
M.0
+55.0
+ )5 _0
r
-90.0
+55.0
-81.,
over 18-9/16"
+65.0
-90.0
+55.0
-90.0
+55.0
-so.o
+55.o
-gD.o
+s5.o
-go.0
+55 _0
+55.0
-84.3
+55.0
-78.1
under 115-7fir
+55.0
.90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-88.5
+65 .0
+65.0
-81.8
+55.0
-75.1
15-7/8" thnu 19-3fl6"3
+55.0
-90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-M.0 1+55.0
.90.0
+55.0
-87.9
+65.0
-78.1
19-1/4" (Equal Lite)
+55.0.
-SOLD .+55.0
-90.0 1+55.01
490.0
+55.0
-M.0 1
+55.0.
-90.0
+55.01
-87.9
+55.0
-78.1
over 19-1/4"
+55.0
-00.0
+55.0
.90.0
+55.01
-90.0
+55.0
-90.0 1+55.0
.88.6
+55.01
-81.8
+55.0
-75.1
under 19-9116"
+55.0
-90.0
+55.0
490.0
+55.01
-90.0
+55.0
-86.5
+55.0
-80.2
+55.01
-73.2
+6&D
�613.:
19-Wlir thru 22-1173
+55.0
-90.0
+55.0
-90.0
+55.01
-90.0
+55.0
.90.0
+55.01
-89.1
+55.0
-78.5
+55.0
-70A
45-
22.9111W(Equal Lite)
+55.0
-90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-89.3
+55.0
-78.5
+55.0
-70.1
over 22-9/16"
+55.0
-90.0
+55.0
-90.0
+55.0
-00.0
+55.0
-86.5
+55.0
-80.2
+65.0
-73.2
+55.0
under 20-118"
+55.0
-GD.0
+65.0
-90.0
+55.0
.86.0
+55.0
-81.8
+55.0
-75.7
+55.0
-69.2
+55.0
.62.1
20-1/80 thru 244jr 3
+55.01
-90.0
1+55.01
-90.0
+55.0
-90.0
+55.0
-90.0
+55.0
-84.8
+55.0
-74.2
+55.0
-65.1
24-9/16" (Equa(Ute)
+55.0
-90.0
+55.01
.90.0
+55.0
-90.0
+55.0
-90.0
1+55.0
.84.8
+55.0
-74.2
455.0
o%er 24-9116'
+55.0
-90.0
+55.0
-90.0
+55.0
-86.0
+55.0
-81.8
+55.0
-75.7
1+55.01
-69.2
1+55.0
-611
under20-131116"
+55.0
-90.0
+65.0
-90.0
+11.1)
-79.1
+55.0
-74.0
+55.0
-67.3
+56.01
-61.1
2043/19' thru 25-5/1 g, 3
+55.0
-90.0
+55.0
-90.0
�2
0
_:�.5
.0
.90 0
0
+ 5. 0
+55 .0
-90.0
+55.0
-83.2
1+55.01.
-72.7
+55.0
-64.1
5OZ18"
254W (Equal Ute)
+65.01
-911.0
+55.0
�90.0
+SU
-90.0
+55.01
�W.D
+55.0
-83.2
1+55.01
-72.7
+55.0
-64A
ow 264V8"
+55.0
-90.0
+55.0
-90.0
+56.0
.83.5
+55.01
-79.1
+56.0
-74.0
1+55.01
-67.3
+55.0
-61.1
under 2445/16"
+55.0
.87.9
.+55.0
-75.6
+55.0
-85.7
+55.0
1 -62.3
+55.0
-60* 0
+55.01
-56.5
-;53.2
-53.:
344&116"thru 30-1JZ'3
+55.0
-87.9
1+55.0
-75.8
+W.0
-74.1
1+55.0
-74.1
+5 5. 0
�-7-4.1
+55.01
.65.5
+55.0
-571
61"
30-9/16" (Equal Ute)
+55.0
-87.9
+55.01
-75.8
+56.0
-74.1
+55.0
-74.1
+55.0
-74.1
+55.0
1 45.5
+55.0
-57.!
over 30-9/16"
+55.0
-8T9
+55.01
-75.8
+55.0
-74.1
+55.0
-74.1
+55.0
-74.0
+55.D
-65.6
under 25-314'
+55.0
.83,9
+55.01
-71.7
+55.0
-620
+55.0:
-W.9
+55.0
.67.8
+54.5
-54.5
+51.3
-51-t
25-3f4" thru 31412" 3
+55.0
-83,9
+55.01
-71.7
+55.0
-69.4
+55.0
j .69.4
1+55.0
-69.4
+56.0
-64.5
+55.0
-561
31-9/16" (Equal Ute)
+55.0
-819
+55.01
-71.7
-755-0
-�i.4
+55.0
1 -WA
+55.0
.69.4
+55.0
-64.5
+55.01
Z6.,
oxer3l-9/16'
+55.0
4U9
+55.0
-71.7
1+55.0
.69.4
+65.01
�MA
+55.0
.69.4
1+56.0
-64.5
+55.0
1%.
under29-31e
+55.0
-6113
1+55.01
-56.3
+52.1
-5Z1
+51.5
-51.5
+51.5
-51.5
+51.5
-51.5
+50.0
-50A
20Ze thru 36-1/20 3
+55.0
-8113
+55.0
1 -86.3
+52.1
-6Z1
+51 �5
1 -51.5
+51.5
-51.5
+51.51
-51.5
+51.5
-511-1
73"
36-9/16" (Equal Lite)
+55.0
-U.3
+55.0
.56.3
+52.11
.621
+51.5
-51.5
+51.5
-61.5
+51.51
-51.5
+51.5
41-1
oxe r 3 8,9116"
+55.0
-6&3
+55.0
-56.3
+52.1
1
+51.5
-51.6
+51.5
-51.5
7Z0-
+51.51
-61.5
+51.5
-511,
under 31-3/4r
+55.0
Z25
+50.8
-50.8
+46.3
46.3
+45.2
45.2
+45.0
0
+45.01
.45.0
+45.0
-451
7V'
31-3/4" thru 3gr' 3
+55.0
-625
+50.8
-60.8
+46.3
-46.3
+45.2
-45.2
+45.0
.0
lAiO
+45.01
45.0
+45.0
45A
39-111&'(Equal Ute)
+55.0
-625
+50.8
-50.8
46.3
+M
-46.3
+45.2
45.2
1 +46.0f
Tip -to -Up dimensions brilange windows shown. Fortin windows orbuck dimensions, subtract 1".
?06erall sash height. For clear daylight height, subtract 3-9119'.
3 Sizerange includes the standard Pro -View (34ner-2configuration) fbrthegiwn Window Height.
For o%erall sash Width, subtract 2-15116' from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53.
INSTALLATION DETAILS F( ,,'.-IN FRAMES
INSTALLATION
OPTION 5 1
WOOD, SEE NOTE 2, THIS SHEET
— -EMBEDMENT
CURVED HEADER E E
INSTALLATION DI E
ST C�
ANCHOR (SCREW)
THROUGH THE FIN EDGE
DISTANCE
1A66'
VISIBLE
LIGHT
HEIGHT
EXTERIOR
2.751" <�D
BUCK I
HEIGHT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,'
SEE TABLE 6, THIS SHEET.
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
T S EDGE
YP. ANCHOR TYPE, EMBEDMENT AND DI TANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
2X WOOD.
EMBEDMENT SEE NOTE 2,
THIS SHEET
EDGE
2X WOOD,
SEE NOTE 2,
DISTANCE
THIS SHEET
EDGE
DISTANCE
_r_
I EMBEDMENT
1/4"MAXSHIM-S
T L_J 1/4" MAX SHIM
TYP. ANCHOR TYPE,
9
EMSEDMENTAND
EDGE DISTANCE
4 TYP. ANCHOR TYPE,
4.
PER SUBSTRATE,
EMBEDMENT AND EDGE
36
SEETABLE6.THIS
DISTANCE PER SUBSTRATE,
INSTA
I
SHEET.
SEE TABLE 6, THIS SHEET.
STAI I AT
INSTALLATION
OF
36
I
OPTION E
INSTI
11 61
30
STRAIGHTHEADER
ANCHC
INSTALLATION ANCHOR
THROU
29
(SCREW) THROUGH THE FIN
mu
DADE API
8
INSTALLATIO7N
VERTIC,
1/4"'
USE EITHER
OPTION 7
PROPERI
LATCH (# 29) OR
INSTALLATION
BOTTOM LOCK
ANCHOR (SCREW) 114"MAX SHIM
32-35 (#11).TESTED
THROUGH THE FIN
UNITLOCATION:
6-5/8"FROM
64 VENT END.
#10 STEEL
SELF-DRILUNG
TABLE 6:
VISIBLE
11
7
SMS (G5)
LIGHT
HEIGHT
36
E>CrERIOR
2-1/21
2-112" x
20
ALUMINUM/STEEL FRAMING OR STEEL
#10 Ste
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS SHEET.
EMBEDMENT
114"MAXSHIM
EDGE
I DA.TrE
EDGE
DISTANCE
--f
2X WOOD, SEE NOTE 2. THIS SHEET
VERTICAL SECTION D-D
NOTES
1) USE ONLY SUBSTRATE
APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE
WINDOW.
2) 2X WOOD FRAMING OR BUCK,
1-1/2"THICK OR GREATER.
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
I I I m7y .......
No. 58705
'�s
P.r.
REA 58705
I
BLE 7:
Anchor Quantities Required, Flange Frame
M"Imurn
Window
Holgirt,
Snh Hew
F1;MlZ "'
�"hrs 6h-1)
(stre Flapuro A. thiss sh
Mmimum Window Width'
is-val
26-112'
33"
37'
41-
Group A
Group 6 1
Group C
Group Al
Group B
Gro pCjGraupAGro
BjGroupCGrraupAGro
BGmupCGmupAGmupS
Group C
Group A
G,
M
M
ME
A
MM12M
E
in
1%
o'
o'
'2
IM
I
I
in -
M
a
a
23'
IS (Equol Lit.)
11-9116'(Equallfte)
2
2
2
2
2T2
2
2
2 1
2
2
2
2
2
2
2
2
21
2
2
2
2
2
2
2
2
21
2
2
2
2
2
2
2
2
2
212
2
2
3
2
3
2
2
2
3
2
3
212
2
3
2
3
2
3
2
4
2
3
37'
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 1
2
2
3
3
2
2
2
2
3
3
3
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
312
2
2
3
2
3
2
3
2
4
2
1 under 15-71V
2
2
.2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3 1
21
3
2
4
2
3
2
3
2
4
2
3
11L70 al 16'3
—
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
2
3
2
3
212
2
3
2
2
2
3
2
3
38-W
19_11it
�EqrI Lit.)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
2
21
2
2
3
3
2
2
2
2
3
3
3
owr 19-IW
2
2
2
2
2
2
2
3
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
—2
2
4
2
3
2
3
2
4
2
undar I9-9fl6'
2
2
2
2
2
2
2
3
2
1 3
2
2
1 2
4
4
2
3
1 2
3
2
4
2
3
2
3
4
2
4
2
3
2
1 4
2
4
IMIG- thn, 22-1jr 3
2
2
2
2
2
2
2
2
2
2
2
2
1 2
3
3
2
3
1 2
2
2
3
2
2
3
2
3
2
4
3
3
2
3
2
3
3
3
45"
22-9116- (Equal Uto)
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
2
2
3
3
3-
3
3
2
2
3
3
3
3
2
2
3
3
-3
owr22-9116'
2
2
2
2
2
2
2
2
3
2
3
2
2
2
2
4
4
2
3
2
3
2
4
4
2
3
2
3
2
4
2
4
2
3
2
4
2
under20-1/8'
2
2
2
2
2
2
2
[
3
2
3
2
3
2
2
4
4
2
3
2
3
2
1 4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2o-vs- thru 24-irr 3
2
712
2
--
-WT-
2
2
2
2
3
2
2
2
2
2
2
3
3
2
2[]::2
[2
2
214
3
3
2
3
2
4
3
3
2
3
2
4
3
3
49"
24-9/16' (Eqml Lite)
—2
:J2
2
2-41
2
2
2
2
2
2
2
2
E2
2
2
3
3
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
owr24-8flg'
2
2
2
2
2
2
2
2
3
2
3
2
3
3
2
2
4
4
2
3
2
3
2
4
2
4
2.
3
2
4
2
4
2
3
2
4
2
under20-13116'
3
2
2
2
2
2
3
2
3
2
3
2
2
4
2
2
4
2
3
2
4
1 2
1 4
2
2
4
2
4
2
3
2
4
2
4
2o-ivur thru 25-VIS" 3
2
2
2
2
2
2
3
2
2
2
2
2
2
3
2
2
3
�3
2
3
2
4
1 3
3
2
3
2
4
3
3
2
3
2
4
3
3
25,W (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
over 25-318l
2
3
2
2
2
2
2
3
2
3
2
1 3
2
4
2
4
3
2
4
2
4
2
3
2
4
2
2
3
2
4
2
urder24-15116-
—
3
3
3
3
3
3
4
3
3
3
3
3
4
3
4
7
3
'—
F33
3
4
—
il'4
--r
3
3
3
4
3
4
3
5
3
3
4
4
34-15ile- thm 3D.117'3
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
3
�3
2
—
3
2
—
4
—
3
3
—
2
3
2
4
3
4
3
3
2
4
3
3
all
30-9/16' (Equril Uto)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
�2
2
3
:fll
3
3
2
2
3
3
3
3
3
3
3
3
3
3
ovor38-9111sl
2
3
2
2
2
2
2
3
1 2
3
2
2
2
4
2
3
3
2
2
3
2
3
3
4
2
4
4
2
3
3
4
2
undor-25-314"
3
2
3
1 2
1 3
2
4
2
; 3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
1 4
2
2
3
2
5
2
4
25Z/4' th, 31-1/2! 3
2
2
2
2
2
2
3
2
2
2
2
2
2
3
2
3
2
2
1 2
4
3
3
3
2
3
2
4
3
1 3
3
3
3
2
4
3
4
31-9116-(Equall.ftv)
2
2
2
2
2
2
2
2
2
2
2
3
31
3
1 3
2
1 2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
a" 31-9/16'
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
1 3
2
1 3
2
4
2
3
2
3
3
4
1 2
4
2
3
3
4
2
91
undar28-W4"
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
1 2
3
1 2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
29-3/4'thm 3&lfr
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
�2�3
2
2
3
2
3
2
3
2
3
2
4
3
3
73"
315-9118' (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
3
3
2
2
3
3
2
2
2
2
2
2
2
21
2
2
2
2
2
3
—
2
2
2
2
3
3
--
2
3rT
2
3
3
3
3
--
2
2
77
3
3
1 3
31-3W
M37
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
213
2
4
2
f33
3
2
3
2
4
2
r4
78'
1 31-314' thru 39- 3
3
2
3
2
3
2
3
2
3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
1 3
213
2
3
2
3
2
3
3
3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
-
---
-
-
-
-
1 Tip -to -tip dimensions for flange vAndova shom. For buck climenslons. subtract 1".
2 Overall sash height. For clear daylight height, subtract "IIS".
3 SIZO range includes the standard Pro -View (3-oner-2 configuration) for the ghien Window Height. ----4�FR�OM
"Mir refers to "Meeting Rair. SEAM
For overall sash Width. subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 63". W1
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, SEE MAIL PATTERN ON SHEET 1. R
TH
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T
OR HEIGHT DIMENSION SHOWN ON THE TABLE. 0
4) REFER TO TABLE 5. SHEET 4 FOR ANCHOR GROUP DESCPiPTIONS.
Item
9
PGT
Dwg. #
PGT Part #
Description
1
2703E
62703EW
Flange Frame Head
2
27518
62751BW
Flange Frame Sill
3
2781
62781W
Flange Frame Jamb
4
2713
82713BW
Integral Fin Frame Head
5
2714E
62714EW
Integral Fin Frame Sill
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62785W
Sash Stop
13
134
66615
lAddon Flange
20
1226
61226DW
IVinyl Bulb, Flex PVC 70
21
1662C
71662CW
Head/Sill Gasket, Pol7ethelyne
22
1270
7PAD118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
4066
64066G
Wstp., 187 X.230 Fin Seal
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Vad per Size
Palance
28
2711
4280OW
Sash Cam, Nylon
29
1096
71096W
Sweep Latch, Zinc
30
10116
7858WW
#5 X.625 Ph. Fl. SIVIS Latch Screws
31
1267
71267N
Setting Block 1/8" x 112" x 1", EPDM
32
-See
Sheet
7 fbr
Materials
Kommeding 4SG
TPS Spacer System
33
Quanex Super Spacer nXr with Hot Melt Butyl
Quanex Duraseal
-6-a—rdinal)(L Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61825B
Glass Bead (1/8" Glass)
41
2719
5271 9B
Glass Bead (3/16" Glass)
42
1263
61263B
Glass Bead (1/4" Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781POA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X I- Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPQA
N-15 x 1 LH Twintst Screw Zinc
53
1186
781LHPQX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78XlPFTFUA
#8 X In Ph FI ulcut S IVIS
55
78XI FPAX
#8 X I" Ph FI - Stainless Steel
60
11W Annealed or Tempered Glass
61
3116" Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
IN'- 114" Air - 1/8m An. or Temp. I.G.
64
1/8"- 3116" Air - 3/16" An. or Temp. I.G.
2.000-
.0627 .500"
.869'
.062,
.062- 062,
FLANGE FRAME HEA
6063-TB ALUMINUM
2.056'
050"
1
3.225'
- ' k. - -
.975'
4 25"
— - 050,
2.056-
INTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.062"
1.582"
.062' —W
1-010.
FIXED MEETING RAIL
6063-T6 ALUMINUM
.050,
C2
2.000" cj�
0 n
5
�n
0""
.050"
.062' ,
.050" —r
J .926-
SASH SIP
6063-T6 A
'XIN
OF
LY�Ntmfd:iiR, RE
RE.# SB705
SCANNED
BY
MIAMI-MDADE St. Lucie County MIAMI-DAIM COUNTY
MG PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree� Room 209
BOARD AND CODE ADMINISTRATIONDIVISION T (786) 315-2590 F (786) 315-2599
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. 'ne documentation submitted has been reviewed and accepted by Miarni-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-Dadc County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fiij� to
perform in the accepted manner, the manufacturer will incur the expense of such te i and th ay
immediately revoke, modify, or suspend the use of such product or mnateriial within c . j i o R
reserves the right to revoke this acceptance, if it is determined by Mfiami-Dadle ol
Section that this product or material fitils to meet the requirements of the applica e in
This product is approved as described herein, and has been designed to cc da Building
Code, including the High Velocity Hurricane Zone.- �;&X -
APPROVAL DOCUMENT: Drawing No. MD-PW220-ol titied'%xeeWindow installation Guidelines",
sheets I through 8 of 8, dated 04/0 1/11, with revision C dated 04/22/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., hearing 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 INwAcT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturces 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 NOAN 15-0609.08 and consists of this page 1 and evidence pages E-1 and F,2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.03
Expiration Date: August 18, 2021
Approval Date: June 16,2016
F6119116 Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturers die drawings and sections.
(Submitted under NOA No. 11-0509.02)
2. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets
through 8 of 8, dated 04/01/11, with revision C dated 04/22/16, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing LaboratoM Inc., Test Report No.
FTL-6482, dated 03/24/11, signed and scaled 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-5'h
Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted underprevious NOA No. 15-0609.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Mami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL
1. None.
E-1
Al , 14 6Q,- -
Manuel er E.
P PYT
Product Control I er
NOA No. ZUK�;
Expiration ]late: August 18, 2021
Approval Date: June 16, 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no fmancial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn I�Uler, P�E.
3. Laboratory compliance letter for Test Report No. FT1,6482, issued by Fenestration
Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11 -0509.02)
G. OTBERS
1. Notice of Acceptance No. 15-0609.08, issued to PGT 1ndustries, Inc. for their Series
'TW-220" Aluminum Fixed Window - N.I., approved on 08/13/15 and expiring on
08118/16.
A X.
ProduJ4Cauutrol xa ner
NOA No. 1 5.03
Expiration Date: August 18, 2021
Approval Date: June 16, 2016
U-2
GENERAL NOTES: SERIES 220 NON14MPACT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAUI-DADE COUNTY APPROVED MASONRY ANCHORS.
MATERIALS USED FOR ANCHOR EVALUA-17IONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 3.
4) MASONRY ANCHORS MAYBE USED INTO WOOD ASPER TABLE 1. SHEET6. ALL WOOD BUCKS LESS THAN I-=' THICK ARE TO
BE CONSIDERED 1X INSTALLAtONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT Is INSTALLED DIREcTLYTO SUBsTRATE.WoOD
BUCKS DEPICTED AS 2XARE 1-li2THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
LENGTH AS SPECIFIED ON TABLE 3 & 4. SHEET 3 & 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DOME BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) SHIMS A -RE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS
IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13GO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM E1300.
8) THE AN CH ORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WI NDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD
DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT NTH
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6482: ULTRACON NOA; ELCO CRETEFLEX NO& ANSI/AF&PA NOS FOR WOOD CONSTRUCTION
AND ADM ALUMINUM DESIGN MANUAL-
10) THE 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES (FLANGE FRAME) OR 6001 SERIES (FIN FRAME)
9HAPESA HOWN I ELOW OR SIMILAR. MAYBE USED BY INSCRIBING THE SHAPE INA 13LOCK
OBT r
'AND A SIN'91 N . DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2 .
WIDTH WIDTH ---I WIDTH --i I-- WIDTH
m aw
0
w Ej
as z:
I = I L
WIDTH
----I WIDTH �—
I I _'0111
:c
I
WIDTH
T4
WIDTH I
0
WIDTH ---I WIDTH
i- Lo-i
WIDTH k
aw
WIDTH
6'
MAX.
T
16* M
i
61
MAX.
—i
TYRFLAN,
GUIDETC
WIND-
SHAI
SQUAF
RECTAN
SQUAF
RECTAN
ARCHITE-
SHA
ARCHITE
I SHP
STANDAR
F2�1�IMFL
. E�
&ANSI/AF
I-ALUMIN
I *AISI-81
0 fl�lo' -
07 ': 4 .,/
7'
lw Q�
A. 1 iR. P.E.
PEN 58705
TABLE 1:
Design Pressure (psf) for all Frame Types Glass 311 B" or 114eAnnealed Glass, Monolithic or Insulated Frame: AN Frame She
Lwg Side (in)
53.665
65
67
1 60
62
1 66
68
72
75
1 80
84
90
1 96
102
110
120
130
144
19
-2
+1-738
+/-73.3
+1-72.6
7 2
-/-72.1
+/-71.6
+/-71.0
+1-70.4
+1-09.9
+1-69.3
+1- 6&9
+1-68.3
+1� 67.8
+ - 7.
-TV-T
+1-66.9
9
+1-6s.3
+ .9
A
+1-65.
20
+1.71.3
+1-70,9
+/- 70A
+1.69.6
6
+/-69.2
+1-68.6
+1-68.0
-/-67.4
+/-67.0
+1-66.3
+1-6&9
+/-65.3
+1-64.8
+f- 64.3
+1-63.8
-s
+1- 63.3
+1- 62.9
62.9
-/- 62.4
22
+/.65.4
a
+1. a5.a
6
+f- 66.4
+1-64.6
W-64.1
+/.63.5
+/-62.9
+/-62.3
W-61.0
+1.611
+1-60.7
+/-60.1
+1. .6
59
-;1-
69.1
- K 6
71 -6
+ - S.
f 57. 6
24
+1- 62- 3
+1-61.9
6
+/-61.3
+1-60.6
6 0
+/-60.0
+1-59.3
+/-58.7
+1-58.0
+1-57.6
+1.56.9
+/-66.4
+/-56.8
+/- 55..3
+1- 54.8
+1. .1
+1-62.7
20
+1-58.9
+1-58.5
5r 5
+1-57.8
+1-57.0
'7 .0
+/-55.5
+1-65.8
+f-65.2
+1-53.4
-/-62.6
+1-50.9
+/-49.9
+/-48.4
+1-47.5
+/-46.7
+/-45A
6
20;
+1.66.1
+/-55.8
8
+f. 54.9
+1- 54 1
+1-54.1
+/-53.5
+1-61.5
+/-49.5
+1-47.6
+1-46.6
+/-44.4
+1-4.1,2
+/-41.5
+/-40.5
+1-39.9
s
w
+1-53.7
-1-53.2
+1- SZ6
+1-51.6 +1-50.6 +1-47.8 +/-45.6 +1-42.7 +1-41.6 +/-39.9 +P M8 +/-37.1 +1-35.9
+/.49.5, +1-48.7 +1-45.9 +/- 42.8, +/- 40A +1-39.2 +1-37.0 +/- 36.4, +1- 33.2
+1.47.6 +/-47.0 +1.44.6 +1.41.6 +/-39.3 +1-37.7 +A 34.91 +1.32-91
+1-46.1 +1-45.4 +1- 44.2. +/- 41,2 +1.38,8. +1- 37.0 +/-M71
+1. .7 -44.0 35.61
447 -;7- .411
4/ .5 42.8 +1-411�fl
- 43 -;7-
5
+1-4 5 -41.8 *1' 40.41
- 4 _5 -;7- -q- 40.01
+1� 41.6 -40.9 0-39.9
1.6 17-
+1-40.9 +/-40.1
+1-40.3
+1_ 03
32
+1.61.7
+/-51.2
+1-50.4
34
+1-60.0
+1-49.4
+1.48.6
1
35
+1.48.5
+J-47.9
+1.47.1
38
+1-47,3
+/- 46J
+1-45.8
40
+1-46.3
+1.45.61
6
+/- 44.7
42
+1-45.4
+/-44.7
+1-43.8
44
+/-44.7
_ 0
+1-44-0
+/-43.0
46
+1-44.2
+/-43.41
+1- 42 3
48
43.7
_ 4 9
+1 2
so
+1-43.5
+1- 42.61
+1-41.3
62
+1-43.3
+/- 42.3
53.685
+1- 43.�
TABLE 2:
Design PrOSSUM (PSQ for 20 Frame Types Glass: 3MS" or 114" Tempered Glass, Monolithic or Insulated Frame; All Frame
Ung Side On)
75.894
80
82
87
90
92
96
99
102
106
1 110
1 115
120
125
130
13 7
'3
=7
313
+t- 85.4
+1-85.0
+1-83.9
+1- 13.3
+1- 82k
+1- 81.6
[--1- 81.0
+1-80.5
+1-79.6
-1-79.0
+/-78.5
+1-77.6
+1- 7.
- 6.
-T-76T
+- .
+-7
1 6
+1- 0
1-74.0
+f+
f
40
+1-64.0
+1-83.6
+1- Me
+1-81.8
+1.81.2
-1-90.3
+1-79.5
+1-79.1
+1-762
+1-77.5
+1-77.0
+1-76.3
+1-75.6
-144.9
+1- 741
1
;+1j-724
+1
42
+1-81.5
+1-81.0
+1-79.9
+1-79.2
0-78.0
+1-77.7
+1-70.9
+1- T6-4
+I- 75A
+1-74.8
+ 4�.2
35
+I- Z
+1-72.1
+1-
+1-71.4
P 70. a
+I- T0131
+1_ 69,5
+ P 6 9 Z
44
+1-79.2
+1-78.7
+1- 77.0
+1-76.9
+1-762
41-75.3
+1- 74A
+1-73.9
+.L 730
+1-72-3
+771.7
- 7
t 1-71.0
-1- 70:83
+1-69.6
6 6
-68.9
+1-77.2
+1-76.7
+1-75.5
+1-74.6
+1-74.1
.1-73.1
.1-72-3
+1-71.7
+1-70.8
+1-70.1
+1.69.5
+1--U.7
(
+1-68.0
672"
+1
+/-67.2
+1-68.6
+1-65.91
48
+1-75.4
+/-'f4.9
+1-73.7
+1-72.9
+1-72,2
+1-71.2
+1-70-3
+1-69.8
+1-68.7
+1-68.1
+1- 67A
+1-66.5
J172
+1-66.9
-1- 65.2
+1-64.4
50
-;1-- 73-8
71- 7-3.3
71" 72-0 -+1�71.2 +1-70.5 +1-69.5 +1-68.5 +1-68.0 -�R- _W9 -7176-8.2 71- 7SAS -r1- 6-4. 8 +1-64.1 +1-83.2
+1-70.5 +1-69.7 +1- 613.9 +1-67.9 +1- wD +I- W.3 +1-65.3 +1-64.5 +/-63.9 +1-63.1 +1-62.3
+1-69.2 +/-68.3 -/-67.5 -1-66.6 +1- +1- 63.8 +1-63.Di +1-62.31 +1-61.5
+1-65-0 +/-67.1 +/-66.3 +1-65.2 +/- S42 I +I- W.51 +I- UA +,- U1.0 I +/- W21
+1- 66.9, �1- 66.0 +/-65.2 +1-64.0 +1-63.01-
+1 -60.0 +/- 65.0 1 +1- 642 +1- W.0 +I- GIR I -1- 6121 +1- W.0 I
-1-65.2 +1- 64.21 +/- 63.31 GZO +I- 6U.9 1 +1- W� I
.1-64.4 '-2 U...
+1-63.8 '- '-;!L
+1_63.3
+I- Sz.9 +1-51.71
+1-65.5
52
+/-72-4
+1-71.9
54
+/-71.1
+/-70.6
56
+/- MO
+1-69.4
58
+/-69.1
+1-68.4
60
!L!!!
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-
62
+1-67.6
+/-6
64
+1-65.9
+1-65
66
+/-65.3
+1.65.6
68
-/-65.9
+1-65.2
70
+1-85.6
/-�x
T2
41-65.4
+1-64.6
- S5 3111.4
T11�4
ii.ii
1"NOM. GLASS STA(
3116"OR 11,V ANNEALED (2) 3116- OR 114r ANNE
OR TEMPERED GLASS OR TEMPERED GLAS
30 NOM.
GLASS BITE
MONOLITHIC GLAZING DETAIL
FLANGE OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
3/8" NOM.
GLASS BITE
SHEETS
1" I.G. GLAZING
DETAIL FLANGE OR
INTEGRAL FIN FRAME
(INTEGRAL FIN FRAME SHO�
INSTALLATION DETAILS FC,1,,'-LANGE FRAMES
EDGE DISTANCE
TYR ANCHOR TYPE. EMBEDMENT EMBEDMENT 114" MAX
2X WOOD BUCKSTRIP
AND EDGE DISTANCE PER SHIM
OR FRAMING, SEE
SUBSTRATE. SEE TABLE 3, THIS SHEET
NOTE 2, THIS SHEET
EXTERIOR
EDGE
INSTALLATION
DISTANCE
OPTION A
EMBEDMENT
INSTALLATION
CONCRETE/CMU PER
ANCHOR -L—
ANCHOR
REQUIREMENT
THROUGHTHE
FRAME
TYP. ANCHOR TYPE,
=Pk44j�
1/4"MAX
'*,� EMBEDMENT AND EDGE
1 SHIM DISTANCE PER SUBSTRATE,
Lki
SEE TABLE 3, THIS SHEET
INSTALLATION
OPTION C E)(TERIOR
INSTALLATION
ANCHOR ON TOP OF
17 THE BEADING
WINDOW
BUCK
HEIGHT
1/4" MAX. SHIM
TIP -TO -TIP
#12 STEEL
WINDOW
SELF -DRILLING
HEIGHT VISIBLE
19 SIMS (G5) SEE
LIGHT
TABLE 3, THIS
HEIGHT=
SHEET
WINDOW
BUCK
INSTALLATION 16
HEIGHT-
1-11116"
METHOD E nil
INSTALLATION
ANCHOR
11 UNDERNEATH
INSTALLATION
//a THE BEADING
OPTION B
1/4" MAX SHIM MLAMI-DADE APPROVED MULLION
INSTALLATION
(SEE SEPERATE NOA), ALUMINUM, EXTERIOR
STEEL FRAMING OR STEEL STUD.
ANCHOR
UNDERNEATH
SEE SU13STRATE PROPERTIES .
TABLE 3,THIS SHEET
THE BEADING
2X WOOD BUCKSTRIP,
SEE NOTE 2. THIS SHEET
CONCRETEPER
EMBEDMENT ANCHOR
REQUIREMENT
EDGE TYP. ANCHOR TYPE. EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, THIS SHEET
NOTES VERTICAL SECTION B-B
1) USE ONLY SUBSTRATE —APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET. FOLLOW EMBEDMENTAND EDGE
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2) MASONRY ANCHORS MAYBE USED INTO WOOD ASPER TABLE 3, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-IX THICK
ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD SUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITYOF THE
ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING 70 BEADING.
I rep'�
A. LYNN MILLdR. P.r.
P.E.# 58705
INSTALLATION DETAILS-FC,.,'.-'lN FRAMES
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE.
SEE TABLE 4, THIS SHEET
EXTERIOR
<�D
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT -
1.11116"
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 4, THIS SHEET
INSTALLATION
OPTION E
INSTALLATION
ANCHOR (NAIL)
THROUGH THE FIN
2XWOOD BUCKSTRIP OR FRAMING,
SEE NOTE ZSUBSTRATE-APPROPRIATE
m 1 EMBEDMENT
EDGE
DISTANCE
I 2X WOOD BUCKSTRIP OR
EDGE FRAMING, SEE NOTE 2,
DISTANCE THIS SHEET
W--r
--l-j
EDGE INSTALLATION
DISTANCE OPTION D
INSTALLATION EMBEDMEN1
ANCHOR (SCREW)
-�1/4MAX THROUGH THE FIN
yp - AN
r =M13T DME
0 ANCE PER
IS9TEE T ABLE 4
#10 STEEL
SELF -DRILLING
SMS (G5)
Q(TEI
1/4" MAX
SHIM
,EDGE
.0
A '.
j
[- EMBEDMENT -::4
VERTICAL SECTION D-D
EDGE DISTANCE
ALUMINUM/STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 4, THIS SHEET.
NOTES
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 4 OF THIS SHEET- FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING-
EDGI
DIST.
11,
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