HomeMy WebLinkAboutNOAR. GCMG F_
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SCANNED PER:JIITT1P1G
. 1i
my St. Lucie Count}, r_
MIAM6� Si• LuC E? Coanty
hIIAMI-DADS 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) rnnvmismidade.eovleennomv
PGT Industries, Inc.
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 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 AHD (in areas other than Nfiami—Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID
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. -
DESCRIPTION. Series "ER-710" Aluminum Horizontal Rolling Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, hnpace',
sheets 1 through I I of 11, dated 02=106, with revision dated 05/05/16, 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 expiation date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact ResistanL
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state,
modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product
TERI4IINATION of this NOA will occur after the expiation 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 tire request of the Building Official.
This NOA revises NOAR 15-0519.09 and consists of this page I and evidence pages E-1, E-2 and E 3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.16-0714.13
MBA%toAOE COuNr7 Expiration Date: December21,2021
�Approval Date: September 01,2016
re�16 Page I
POT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SMOAMED
A. DRAWINGS
1. Mam&cft&s die drawings and sections.
(Skbmi*d rmderNOA'sNa 07-0815.09and 064405.6@
2. Drawing No. 4127-10, titled "Alma Horizontal Roller Window, Impacr, sheets 1
though I of 11. dated 02QV06, with revision O dated 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAB 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pau= Loading per FBC. TAS 203-94
along with mmW-up drawings and installation diem of a PVC sliding glass door,
a PVC faced window and an aluminum sliding glass door, using: Kodispace 4SO TPS
spacer system. Dumse& spacer system. Super Spacero NXTTr spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FIT.496ti and F11-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idatmis Ortega, P.E.
2. Test reports on: 1) Large Mrssile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. F17r5330, dated 07118/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted rmderNOANa 07-0815 09)
3. Test reports on: 1) Air In5(tration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per PBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Mrssile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with nmadm"p drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FPL-4858, dated 03/09/06, sigaed and sealed by l dmundo Largaespade,
P.E.
(Submitted rmderNOA Na0"405.06)
Manuel Per &
ProdactCentral E er
NOA Na 16-0714.13
EiplrattonDate: Dmember21,2021
Approval Date: September 0I, 2016
E-1
PGT IndnaMee.Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (corrrm m)
4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pnwme Test, Loading per FBC TAS 202-94
3) Water Resistance Teat, per FBC, TAS 202-94
-4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Press= Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal shdmg window. Prepared by Fenestration Testing Laboratory, Inc., Test
ReportNo. FTL.4859, dated 03108106. signed and sealed by Edmundo Lergeespada,
P.E.
(Sub midedwwderNOAN& M4405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,"
Edition (2014 dated 05/14/15. prepared by manufacturer, signed and sealed by
AnthonyLynnMdler, P.E.
(Subnaried w derprevlostsNOAN& IS-0519.09)
2. Glazing complies with ASTM E1300609
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14.0423.17 issued to Eastman Chemical Company (MA)
fnrtheir "Sailex Clear and Color Glass Interlayers^ dated 06/19/14, expiring on
05111/16.
2. Notice ofAcceptance No.1"916.10 issued to Xuaway America, Inc for their
"Snraray Brtacita PVB Glass Interlayee dated 04/25/15, expiring on 12111116.
1lfaaser ,
Prodaet Control
NOA No, 1 3
FapbudoaDow. December21,2021
2-2 Approver Date: September 01, 2016
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SOBMITTF.D
F. STATEN1b:NTS
1. Statement letter of conformance, complying with FBC-56 Edition (2014, dated May
16, 2015, issued bymmufsdtuer, signed ad sealed by A. Lynn Miller, P.E.
(SrrbmAVed w dapre&wNOANa 15-0519.09)
L Statement letter of no financial interest, dated May 16, 2015, issued by manuf t uer,
signed and sealed by A. Lynn &Tiller, P.E.
(SnW:&ed w derpmvious NOAN& 15-0519 09)
3. Laboratory compliance letter for Test ReportNo. FTiA5330, issued by Feneshation
Testing Laboratory, Inc., dated 07/18/07, signed and sear by Carlos S. Rionda, PR
(SabmLW rmderNOANa 07-0815.09)
4. Laboratory compliance letter for Test Reports No. FTL 48S8 and FTLA859, issued
beneskation Teshng paP Eo�y, �' dated 03/08/06, signed and sealed by
ym
(Submitted rmderNOANo. 06.040.£06)
S. Proposal o.1 pumas, ied by the Product Control Section, dated March 09, 2016,
signed by
G. OTHERS
L Notice ofAcceptanceNo.154519.09,issued to PGT hidust ies ford Wr Series
"HR-710" Aluminum Horizontal Rolling Window - LXL, approved on 07/09/15 and
expidog on 1221121.
Pradaet Control Ps
NOA No. WORM
EtpbatbaDate Deember21,2021
E-3 ApproratDate: September01,"16
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP.
A 5116- LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A.OW-P%V INTERLAYER.
S. 6116' LAMI CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF UW HEAT STRENGTHENED GLASS WITH A.OSW-PVB' INTERLAYER.
C. Si8' LAN CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH A.OW-PVB- INTERLAYER.
D. 7116- LAMI CONSISTING OF (2) LITES OF 118• ANNEALED GLASS WITH A.000' RVB' INTERLAYER
E. 7110- LAMI CONSISTING OF (1) LITE OF 116' ANNEALED GLASS AND (1) LITE OF 116• HEAT STRENGTHENED GLASS WITH A.W'PVB' INTERLAYER.
F. 7116' LAMI CONSISTING OF (2) LIIES OF 116' HEAT STRENGTHENED GLASS WITH A.080• TVB' INTERLAYER.
G. 1116' LAMI 10: (1) LITE OF IV OR 110' ANNEALED (MIN.) GLASS, 6110'CR3S'AIR SPACE AND Sib' LAN
CONSISTING OF (2) LITES OF IVANNEALED GLASS WITH A AW-PVB- INTERLAYER.
STANOAPDS BED
PASIU EI
.AFVAD1A1 BIIILDI2NOFOCRODWOOD
E TFBCCOA NIRM1EDCR1I1d0N
*ALU4MM DESIGN MANUAL. D10
eN3131454010 I
H. 13MV LAMI 10: (1) LITE OF IV OR 3118• ANNEALED (MIN.) GLASS, 6176- OR 3V AIR SPACE AND 6178' LASH CONSISTING OF (1) LITE OF 10ANNEALED GLASS AND (1) LITE
OF IV HEAT STRENGTHENED GLASS WITH A.090' YVB• INTERLAYER.
I. 13MB• LAM[ IS: (1) LITE OF IV OR SRO' ANNEALED (MIN.) GLASS, Sf16'OR 318'AIR SPACE AND Sib' LAMI
CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH A.080''PVB' INTERLAVER.
J. 1118' LAMI 10: (1) LITE OF IV OR 116' ANNEALED (MIN.) GLASS, 118' OR 114'AIR SPACE AND 7116' LAM)
CONSISTING OF (2) LITES OF 110'ANNEALED GLASS WITH A.08P'PVB' INTERLAYER.
K. 1116- LAMI 10: (1) LITE OF IV OR 11WANNEALED (MIN.) GLASS, LIB' OR 114-AIR SPACE AND 71V LAN
CONSISTING OF (1) LITE OF 116' ANNEALED GLASS AND (1) LITE OF 3H0' HEAT STRENGTHENED GLASS WITH A.W-PVS' INTERLAYER.
L 1116' LAM) IS: (1) LITE OF 118' OR 118' ANNEALED (MIN) GLASS. 116' OR 114'AIR SPACE AND 7118' LAM
CONSISTING OF (2) UTES OF 11V HEAT STRENGTHENED GLASS WITH A.080'SPVB- INTERLAYER
2. CONFIGURATIONS: OK, KO, KOK
3. DESIGN PRESSURES: (SEE TABLES, SHEET 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4. ANCHORAGE: THE 33 11,L%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8THROUGH 11 FOR ANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASICiT.
7. REFERENCES: TEST REPORTS FTL-4&%, FTL4W9 AND FTL-Sm.
ELCO TEKTRON NCAS
ANSUAF&PA NDS FOR WOOD CONSTRUCTION
8. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY
HURRICANE ZONE(HVHZA
INCLUDING THE HIGH VELOCITY
S. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G-L SHALL HAVE ATEMPERED LM GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
-PVW-.050' BIITACIfEO PVB INTERLAYER BY KURARAY AMERICA INC.
Pwus.Y1q DqA fem
NowH
1 • 11 1 4127.10
NOA DRAWING MAP
SHEET
GENERAL NOTES _........ 1
GLAZING DETAILS ......... 2
DESIGN PRESSURES ---- 3
ELEVATIONS ._...._------ 4
VERT. SECTIONS ............. 5
HORM SECTIONS.......__ 5
PARTS L18T....................... 6
EXTRUSIONS .................... 7
CORNER DETAIL ............. 6
ANCHORAGE ............ ....... 8-11
moD�u �.em�Flalb
PWf4m� Woe
Attc/'�Dem/ -O r�2)
I
BY
M' floEeG Pmtl.-.1
i
21 50 21 60
53 Ur NOAL 1/C NON.
GLASS SITE GLA65 BRE
St 80,81,62 Bt 8.i,84,a5 4
t19 MWII OflI1FMSDEIIODIFNmdAM1° H+a•AKffALLTOfl NeAreTRetorIIETLLEDUAta
A90PVe PIIFPIAYFIL aW PVS INIEIGYEN
WITUCFAIkU DNMHLTEfRObDWNET1alA44]It6'IlUR.LLEDORNEI,THIPQNTBEDGWB
6ne•HpL TnF WTalAlEO
SI1B'LAMINATED GLASS 7116' LAMINATED O1A66 FOR INSTALLATION IN THE
HVHZ ABOVE 30 FT. GLASS
TYPES O-L SHALL HAVE A
TEMPERED I.G. GLASS a EXTERIOR INTERIOR o BOTHTHEDPANDANCHOR
(ALL SECTIONS) KURARAY BUTACrrE OUANTrrYTO REMAIN
PVBINTERLAYER UNCHANGED.
a
21 50 21 60 SAFLE
BASIN.
°PVB INTERLAYER BY
FJIBTMAN CHFA7ICAL COMPANY
7575 76 78
/2.N 'tr2'NOM.
59 GLASS BITE 68 GLASS SITE
6S,S7,SS .70,7162 72,73.74,76,78,77
VY ATaLEaEDOA 1ep,TLTRGlOD@EDGLl96 LIC NBFN®ORI&AT 6IKDUIIGttEDCtA34
A90PVBMtNAYD1 a80 PVBPIIE3ATFA
tG•NaPiAmoRIIPAre1I>Fxon�omwve yla•uare�LmoANFArarlmmnm®a+w
enlrLAtTwraEo mruuwam
wtwaLarAREPAta me•oRIA•wtsvuS
w•ImmrArawmoRTExPE6EDGIAv3 +R•wNtaHaaAtEommroePmalAro
tirl9•LATM IHIwN04.
1311W LAMI 10 GLASS W15MO-LAMI 13I16' LAMI IS GLASS W17115' IAMI
9AICONH ETRIIC1Ufl/�L NGM.�LT 6UTl'L REINFORCEIAENT 6 DESICGNT F'LLLAREA PRW=AEeASEP57N°
NISHDM w
SuNmFCah
STRVGTVRAL SNCONE 31lrmk SnC NDM SEAL
POLY190SUTYIEN 1H'NDN M BVTYL4 flGLLFORA'ED SILICONE SPAL Olw
LrITIt DESICCANT DESICCANT DFS F� STAINLESS MR G7
EKT.GLASS Ea. GIA94 En. GLASS N4
EXT. GLASS
In MASS MT.GLASS INT. GLASS SIT. CLASS
.I,
®KODISPACE OSUPER ODURASEAL® f0 XLEOGE1P �i';;%�•`.•.
4SGTPS SPACER®NXT SPACER SPACER
Aa 06Dm0 o ADDEDBPAO O�lAZINODETAILS
I°mTEaxaooroluve ..:
x WNCE,n°IDe
PD.BQ%IIrA ALUM.HORIZONTALROUARWWDOWIMPACT
--E�lNDItOY19,0. WN IHVbb BemF ALHUIDM1LIaL P.E.
FX YJS,aO .G. Sf1306 Tame FN➢ 2 Ir 11 �4127--10 p flE/SNO!
PoRB
l7eeellptlaD
tNebTlal
76
KlKnmelAtLB 4S07PS 8paeer System
76
Ouenex Super 9peeer NL1'MN Hm MeO Butyl
Bee We
6heel for
n
Guanex Dta�em spacer
MatlAleb
7B
Cm4Nd 74 Eg1a Speaar
D
27 3R'
MAIL DLO
VEM
x
S4 SMV MAIL DLO FD(ED
0
II 110' MAX. WIDTH I.F. FRAME
111' MAX WIDTH FLANGE FRAME
DETAIL B- XOX (1/4-1/2.1/4)
S'
I
DL
F
L
DLO FU(ED C
DLOVEM
arm
FLAN
A
I
A
RAI
AL
Ax
AL
� ALL
MAX
DA
olo
AL1.
CONI
�D
I
vENTs
e2•
mAx.
TES
I.F. FRAME
O
I X
ALL
CON1FIG.
iWIDTH
c
I.F. FRAME
74' MAX. WIDTH FLANGE FRAME
DETAIL A - OX OR XO
PA.RQMIM
NOMONN1.RU274
OL
SE
M
IG.
27 3B'
MAX. OLD
VENT
27 3'0•
MAIL OLD
FO(ED
�——057110' MAX WIDTH I.F.
7110' MAX. WIDTH FLANGE FRAME
DETAIL C - XOX (1/3-1/3-1/3)
NOTE:
1. SEE SHEET S FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
—
D D
PRODUR MwV
_— 18 I.F. FRAME uromplybnwlNtlm PbM.
nwwioemm ��qq
n7
1 13 FLANGE FRAME
VIEW D-D
(FRAME CORNER CONSTRUCTION)
lb
a,.
EVATIONS
UM. NOR20NTAL ROLLER WINDOW IMPACT
vPo N7S 4 • t1 ��H27.10 Q Al eo 7°�"w PE
INTERIOR I---- Q II n32 (3522
EXTERIOR INTERIOR irla
LaaJ _j
21 MAX.VENTOLO MAIL FIXED DLO4 MAX. Vq(T OLD
MAX. WIDTH (FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME)
MAIL ED�D�
tWDIX DLO
T OE
(FLAN FRAME) SE ION B.B
MAIL INTERIOR 17 35 37 39 1
El
FLANGE
FRAME MAX
PLO
MAX
DIED
PLO 22 MAX FIX6 DLO----4 MAX VENT DLO 43
-MAX. WIDTH P.F.FRAME)
21 EXTERIOR SECTION A -A
I I (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
EXTERIOR
SECTION C-C
SECTION, FLANGE FRAME)
SILL
INTERIOR
EXTER101
HEAD
I.F.
I
mow=mVmm
A M4afa
Pi
42.
InumbwannEyl DESCRWRON Burl I PCDI IMIUWGMMM DESCRB'Ii071 I MAPL I POIo
1 1 4102 1 A FIAN(EFRAMEHEAD 6063-T6AL 1 612237 66 kLASSJ D116'LAM[ IGiWA WWJ6 YrAIRSPA 5116•IAMI U8'A.0➢0 pm MA
2 4M S I ISASHSMP(SrD)WMUFraiPF--6063-7S AL 612M 67 IV16'LAMII&YrA . 3fr ABCSPA 916* LAMI(IlrA, MOM IlrHS
3 99 X Y4FH.PAN HEAD 7RNAA 68 IV36•LAMI I&YrA Yr AIRSPACE Y16'LAMI IIB'H .C60PVB.11
4 4053 SASH SIW COVER(SASH STOP 60634SAL 69 13116•LAMI ICLYI6'A M Y16•'AR SPACEYI6AMI 'LYr .090PVB. IVA)
6 4136 FLANGEFRAMESBL 6063-T6AL 64136 13116'LAMI I6Y16•A M. S/16'ABC SPA 5116•LAMI tUrA, AMM IlrH
7 4137 SEJ.ADAPTOR 6063-TEAL 64137 71 13116'LAMIIGl3116'A M. $116"AECSPA YIB LAMI U8' .C60PVB UB°HS
8 4131 ROIJFRTRAIX 6063-TEAL 64131 72 W16• LAMI I0•V8'A M. 1/4'AIR spAcs, 7116'LAMI altm, mopvB, MO
10 7129B WEEP HOLEOOVER POLYPROP. 71298 73 MIS'1"I IOYVS'A IV4'AIR SPA 7/16'LAM1 16•A MOP MIMS
12 129 ADHEHIVEOPEVEFL 0AM PAD 7P71299 74 WI6'LAMI 101.1/rA VO AM SPACE, 7116' LAMI 116'H A90PVB Y16•
13 1926 A ADHER EOPIN AMB 606176AL AD16 75 L•V16'LAMI 16Y16'A 3116• AIR SPACE, 7/16'LAbH Y16' .090 Yl6•A
40M61=76 13I16' LAMI I6.3116'A OMBC 3/1E AIR SPAC67/16' LAMI Y16' .090 Y16"N
14 4134 GASKEIFORMAMFRAI�SBLJOINI• 74136W1X 77 1VI6•LAMIIal6'A 3116• AECSPA(E7116-LAMI U16'RS A90 3/16'HS
IS 11SS I NSXI.ODDQUADMSMS 1 78 A 90 1014 SCREWIFRAME OR 6:VFR 3105wHHAL
16 41101 0 ISCREENADAPrOR 6063•TS AL 641100 91 1630 lscgEwODRlGRKEYWMNGB POLVPROP.
17 4054 1 B IHMMEEIRMRAIL 60OHD•T6AL 6054A 92 1631 SCR@ICORNERKEYWOUTRMCB POLYMP.
19 4066 WSTP IWX FINSFAL 6406M 93 1073 SOIEFJ•IMO SPRS73T.
21 4105 SASHTOPBBOTTOM RAIL 6063-TSAL 61Z260 9C 16241 ISCREEN SFLME-.135IRA. FOAM EM PVC
22 160 W57P. X.270BAac, FIN SEAL 616M % 1635 SCREEN SPLME-.135DIA. HARD ad PVC
23 225-1 ROLLERHOUSINGBCCUME 421121M % 1 IsatEEN C2•C713i
24 226 BRASS ROIJFA WIM S BRASS 7BRWHL2
29 4128 HORIZ=ALROLLERSASH TOP CUME POLYPROP. 4412EN
32 U" D WSPMEEXNGRAB. 6063H5-T6 AL 7SI60 .710�
33 1233 WSIP 170X27DBA PM SEAL 673160
35 1096 SWEEPLATCH D164CAST 1 71096
36 1016 I18X.62SFK FL SMS 7558
37 4126 ISAMSMERAEL 60ZTSAL 60126 2.M rn
38 1683 WSTP XMORAM FIN SEAL 61683G .OBZ
39 70M BUID WPA77H STRIP.187X 275 67070K
40 UPTRAB.COVERCAP 740WC'LORR
41 4139 LF.FRAMEHEAD 6063-TEAL 64139 I.F. FH
0AME HEAD
42 4140 LP.FRANMSRL 6063-T6AL 66140 04139.6083•T8
43 4141 IF.FRAMEJAMB 6063-TEAL 64141
G
so LAZINO OR DOW 899 995 DIVAIPNI I MODU Rzvl 9
SI IVA MNYL CBAZMGBFAD BULB IX 677747W uswvpl•�rulmilmW
9ewmtDoeR I
52 1225 VMYL(3AZR4GBFADBUI73 6TPJ481C 2.764 At¢pmeo tte �•0 Al3 4039 B GLAZINGBEAD-Y16• 6063-TM 64039E D" A
S4 4044 B CEAMNGBPAD-Y16" WARBLKIT 6063-TS AL 644703 L
•0 3.152 R:SS 4223 A MAZJ1.7OBFAD-7/19 606i75 AL 64222 —II--��iil --j" • M
56 985 C MAZINGHEAD-7/l6• W/GRBLKI7 6063•TSAL 6985 LNo
59 4067 (RAZBGGBEAD-13/lr 6063TSAL 64067 "•
60 SS Y16' LAMI Il8' .090P U8' A 43 I.F. FRAME JAMB
61 Y16' IAMI U9' A .090 VB• HS 494147. 8063•TB •. -
62 Y16• LAMI VS' HS..090 1/8" L
67 7/IELAMI Yl6'A .090 3/16"A .710 � , •,•• �•:V
66 • 7/16•LAMI Y16• .090 V16•HS 42 I.F. FFU6ME SILL 0 1`''6,: :,;
65 7/IC LAMI YIG' .090 Y1G HS O 04140, BOBbTB •, '.:
1:: ....:..::...,
PARTS UST , ...,:::....
tONIEOI[IOID01'OIINB At'.: .. .
Pn B9N1lID ALUM. HORIZOMAL ROLLER WINDOW IMPACT
NdtON6.RL71• V91f66 Beaar r•r r o+t� r AIYIp INIBAPE
FX rOOMW rMol MSW Ift016 Nib 6 11 f1D-f0 Q P.PAt8106
.002
1. 73
L2.710---+{
OFLANGE FRAME 041021L 9083-7e HEAD
.490
T- •-,.45t-�
OSASH STOP
04025, 6003•T5
002
I�03
�48`�1
21 SASH TOP & BOTTOM RAIL
04133, 0083T6
��
=
O
.678
,,m8 i --.I-T GLAZING BEAD. 5/16'
040448.000346
(USED W/ GRILL KIn
—2.710--�
O FLANGE FRAME SILL
04130.6O83-TB
1 �1
.437
T— 1.46
G HORIZ. ROLLER TRACK
04131, 0063TB
2 78
-y 1.OB7 F�--
OSASH MTG. RAIL
G10080, 8083H3T8
01�rp�
117 .B7B
1.096 NN l�illll6��aT
O GLAZING BEAD 7116'
04222A 000}75
K V411KR. A31T14
PA. BQX IOA
NOMIXC4, cL4�i1�
I
-+1 1.167 r
.00 3.1 DO
O FRAME SILL ADAPTER
94137. 608140
107
I�Dll
I
L `IA03 1
O SASH STOP COVER
04053. 0a83T5
62 IF-2.784-1
oe2
13 FLANGE FRAME JAMB
0 W2A, 6083T0
'FIXED MEETING RAIL
040540,6083KD•TB
L1LLs777 1.
12B»y LOBE -'I'�
37 SASH SIDE RAIL 53 GLAZING BE. 5/16'
04126. 6083T6 040388, 000345
.050--s�
1.115- i - f
56 GLAZING BEAD, 7/16'
0985C. 0083T5
(USED W/GRILL KIT)
L
.683 M
1.097
59 GLAZING BEAD, 13/16'
04087, W03-T5
• 11 1 4127.10
ANCHOR OUANIITIES
XOX
111WI&II141VANDOWS
TABLE4
NOTES:
1. ANCHOR TYPES:
1-1/4'ELCO TAPCON9 2. 114'El.CO SSO CIIETE•FLE% 3-0I2 STEEL 6CREW3(GS)
2, GLASS TYPES' FORINSTALLATIONIN THE HVIQABOVE 3D
A.5116•LAMI-(IV AJSD, IV A) FT. GLASS INSTALLATION
ES 0 THE HALL ABOVE
B. 5/18•IAMI-(1/8'AABOD, IV ) TEMPERED L(L GUARS CAP. BOTH THE OPAND
2 AVE A
C. G116'IAMI•(1/8'H6,.OBD, 1/B'HS) ANCHOR QUANTITY REMAIN UNCHANGE,.
D. 7118' LAMI - (LI(' A•090,110' A)
3 E.7n8•LAMI-MIG-A.090,311WHS)
3 F 7/70'LAMB•(110'HS,.OB0,1/0'HS)
G. 13118' LAMA 10.IVOR 3I1B'A (MIN.). 6/16' OR 3WSPACE, &HB' LAMI.0VA.090, IV A)
3 H.131+8-LAMIIG.IWOR3/16'A(MIN.),W18'OR3'8-SPACE,6MrLAMI-(IVA..09D,1/8'HS)
3 I, 13NB'LAMI 10-TAT OR ME'A(MIN.),5N6'OR3/B•SPACE, SRO'LANE-(IVHS,O90, Iff HS)
J.13116' LAMI IG - VALOR 11B' A(MIN.), 110.OR 1/4-SPACE, 7/10- LAM] -(3N('AA90, 3H8'A)
3 K. 1311V LAMI 10. IV OR 3HB' A(MINJ, 116. OR 1WSPACE, 7116'LAM -(3MO-A.090, 3MG'HS)
2 L. 13N6'LAMI 10-118.OR3176'A(MIN.L 11W OR IMSPACE,7/76' LAMI.111B'NS,.OBD, 3118'NS)
3 3. WINDOWANCHOR QUANTITIES ARE PER ADJACENTTA13LE AND BASED ONTHE FOLLOWING
3 DIMENSIONS. FOR WINDOW SIgSNOT SHOWN.GOTO NEXTLARGER WINDOW IN TABLE.
3 HEAD ASILL' IO U2' MAX ON EACH SIDE OF MEETING PAIL CENTERLINE.
3 2514-MAX FROM CORNERS.
JAMBS: 9' MAX. FROM CORNERS AND 22IWMAX, D.C.
3 TABLE KEY:
2 % O X
a i+C3+4aC3.t 3 ANCHOR QUANTITY PERJAMB
3 HEAD AND SILLANCHORQUNRRY.
7 A CLUSTER OF (3) ANCHORS CENTERED
3 AT EACH MEETINGRAG-PLUS VENT
ANCHOR AT EACH OPERABLE VENT
3 PLl1S(4) ANCHORS AT FIXED SECTION.
2 l72)ANCHORS TOTAL AT HEAD AND SILL
a (3- MIN. O.C. ANCHOR SPACING)
3
3 614'n1aA
a �3•MIw.
3 B x o Zf
2 I MiootlRPams+ID
m mmd7LGw0A1tm PIW4s
7 MTG, RAIL, TYP. BUNIo3 Co4e
Amry,mm�M O 121
3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS
3 (SHOWN IN TABLE KEY ABOVE) BY
3. 261C MAX
3STOOD
2 ` 7*NUN. L---3•MIN.4B.000
3 B'REP.
3 % O % .•,: ,. ` :
a
3 INTO. RAIL,TYP, -
4 EXAMPLE CLUSTER W/ OTY. OF (4) ANCHORS IN 6
ANCHORAGE SPACINa XOX 114-112-114 �`,.'. ••:'r:a`''a,
s''e F:..:�.'ip;
ALUM. HORIZONTAL ROLLER WINDOW IMPACT -
fdDfO N73 8 + It �mdf27-!O Q ALr "u
A1tC110R IYPB
A GUESTRAIB
GLASS
TYPES AB,C,G,NI
GLASS TYPES D,E,F.AK,L
2.3, WOOD
2 CONC
1. CONC
23 WOOD
t CONC
1. OONC
G
2ON e
eZONES
ZONES
ZONES
WINDOW aIm
v
HEAD &B01
m
� HEAD&SIUL
m
� HEADS SILL
� HEA06SILL
j2
$ HE1D&BILL
HEAD&SILL
444
63.06A 38.374
48.000
60.05
61.000
MOOD
&LOOS
t+C2+1+02+1
2 14C2+1,C2+1
2 /+C2+14C2+1
21+C2M+C2+1
2++C2*1+Ml
2 NC2.-IlMl
I+O2+14C2+1
3 1+C2+1+C2+1
3 14C2+14C2+1
3 1,C2+1+02+1
3 I41x41.ClM
3 1+02+1+C+/
I+C2+1+C241
314C241+C2+1
3 1+02+I+C2+1
3 1+C2+1+C2+/
31+02*1402+1
3 14C2+14Q1+1
I+C2+1+M+1
3 HC241+G2M
3 t+C2+14C2+1
3 f+C2+1+C2+1
31+C241+02+1
3 1+02+1+C2+1
1.C2+1.C2++
3 1+Q+14CN1
3 HC2M4C2+1
a 1+WM+C+1
3 /4C2+14C2+1
J 14C241+tl41
1+C2414C2M
3 1+C2+I+C2+1
3 1+C2+1+C2+1
3 f+C2+1+C2+1
3 1+C2+1+C2+/
3 11+041+0+1
60.0101138.375
40.000
60.623
64.000
110.000
GL000
t+C2+1+C2+f
2 1+C2+14C#+1
2 1+02+1+C241
2 i+C241+C2+1
2 1.0411402+1
2 t+C2+2+G+t
14C2+1+C2+1
3 i+C2tl4C24+
3 1+C2+1+C2+1
3 1+C2+1+C2+1
314C2+1+01M
31+C2+24C2+1
14(2+14C2+1
3 i+C2+144:241
3 1+C2+1+041
3 1+C2+1+02+1
314C2+1.C2+1
3 1+C2+2+L2+/
I4C2M4C2+I
3 0020+02+1
3 1+C241+C2+/
3 1+0241+02+1
3 ++C2+14CN+
3 1+C2+24C2+1
1+C2+14C2+1
3 1+0241+02+1
3 1+C2+1+C2+/
3 142++402+1
3 1+C2+1+C2+1
3 7+03+2+03+7
I+C2+/4C2+1
3 t+C241+C2+1
3 1+C2M4C2+1
31+M+t+C2+1
31+C2M+C2+1
31+C3+240+1
74.000a MINI
4&OW
MGM
04000
60.000
G&COO
I+E242+C1+1
2 t+C2M+Cl+t
2 142+2.02+1
x 1+C2♦24C241
2 14C2424C2+1
2 1+02+24CSN
1.CN24CRM
3 faC2+1+C2M
3 1+C3+2+02+1
3 I+C2+2+C2+1
3 1+C2.2+02+1
9 14C2+2+C247
1+C2+2+C2+7
3 1+C2+14CRM
3 HC2+2+CN1
3 f4C2+2+C2M
3 1+C2+2+Ml
3 1+02+2++47+1
14C242102+1
3 I+C2+I+C2+1
3 1+f3+2402Mj3I+C4+3+C4+I
1+02+2+C2+1
3 1+C2.2+C1+1
3 1+C7+24C3+1
1+OM2+C2+1
3 1+C'l+14C2+1
3 I+C2+2+C2+1
1+C2+24024/
3 1+C2+2402+1
3 14C3+24C9+1
I+G2+2+C2+1
3 1+C2+1402+1
3 1+03+2+C3M
1+C3+2+C3+1
314C2+2+C2+1
31+C3+2+C341
BAOOOA35.87a
46.000
B0.623
MASS
G).000
03.000
I+C2+2402+1
2 14C2+24C2+1
2 1+C2+2.C2+1
7+62+24MI
2 1+C2+2+C2+1
x 1+C347+C2+1
1+02+24C2M
3 14C2+24C2+1
3 1+02424020
i+C2+2+C+1
a ++C2+24C2+1
3 1403+34C9+1
I+C2+2+C2+1
3 140242+02+1
3 1+CN2+C2M
1+C2+'1+02+1
3 1+02+2+C4/
3 14C3434CY4++
1+Q+2,C241
3 1.11+2+C2+1
3 1+C2+2+CM/
1+02+2+02+/
3 I+C2+24C211
3 1+04+31001
1+ex+2+CIIN
3 14D2424C2+1
3 I+W+24C9+1
14C'3Vi1C3M
3 ++C24x4CPt
a 1+u+3+G+1
1+G2+2+C2N
3 1,0247,C2M
3 NC942.103N
1+C3+2+C]+1
3 14C2.R+C2+f
3 I+C0+3+CM+
106.37633&M
43.000
ULM
51.000
WA00
I+C2+2+C2+1
2 14C2+2+CT+/
2 1+C2+342M
1+02+3+C2M
21+CN3+C2H
2 1+W+4+C2+1
74C243+C2M
3 HC2+2+C1+1
3 t+C M+03M
1+C3+W,3+1
3 1402+3+C2+1
3 1+03+NtlM
14043+02+1
I+O143+C3+t
3 1+C2+2+C2+t
3 I+C242+02+1
3 I+C3+3+C3+t
3 1+C343.C341
I+Ca+34w++
t4W+34C3+1
3 I.C3+3N3+/
3 ++W+34C3+1
3 I+C34NC3M
3 ++C4+4+041
f4C343+C30
3 14C2+2+C2+1
3 1+GW+C4+f
4 1+C3+3+C3+/
3 +40/N+CIM
I+C3+3+C3+13I+C2+x4C2+l
3I+C4+3+C4+1
I+C4+3+CN141404+3+C4+1
3I+Ca+4+05+1
111.a�33BA76
30.025
64.000
60.000
B300o
I+C2+b+C2M
x ++Q42+C2M
2 1+Ct+3+C2M
t4C2434C+t
3 1+C2+3+CN1
x 1.C2+14C2+1
+.C2+3+C2+1
3 I+C242+C1+i
3 HC3.S+C3+1
I+C3.34C3.1
3 1+C24G+C2+1
3 1+C3N4CS+1
14C2+3+C2M
3 1+C242+C2M
3 1+C3+3+C341
3 1+C3+3+WN
3 11C9+3+C3+1
3 14C3N,CSN
I+C3+3+C3M
3 I+tl42+C2+1
3 I+C3+3+O347
3 14"03+1
3 1+C34.t+WM
3 1.C44MGM
14CH3+03M
3 1402+2+Ml
3 1+CIM.04+1
3 1+G+3+f04+f
4 i+C3+3.C34/
3 I+CH' Om+1
t+c1+3+GM
3 t+C2+2+C2+1
3 1+C4+34C4M
3 14C4+a+Cb1
4 1+C1 wA+I
3 14C344+CA41
,amleuiNo�ooroANe
NVFJKC 0.L7I4
PA. BQN ItA
X..... ,R3G1+
VOdd4'lVPm.
Px
° 11
2/189B
r.3
ANCHOR UANTIRE8
XOX
1Za.173.113
OOM
TABLES
NOTES:
GLASS
TYPES A,B,G,H
GLASS
TYPES CGP
P.LJM.L
MIGHORTYPNI
1. ANCHOR TYPES:
Z3. W000
2, CONO
1. CONC
2.3, WOOD
2, CONC
1, CONO
&51JUSTRATB
1.1/4-ELCOTAPCONS 2.1/4'ELOOSS4CRETEFLEX 3. 012 STEEL SCREWS(05)
2. A.511 TYPES.
F OR INSTALLATION IN
ZONES
ZONES
ZONES
ZONES
ZONES
FCNO
WH/OOV780
m
HEAD 68LLL
HEAD &SILL
READ&e&L
HEAD &801
HEAD &BILL
+B?AD&BILL
v
+
S. BI18'LAMI.1110'A•080, 1/S• HS) FT. GLASS TYPES 0-L 6XALL HAVEA30
2 C. ErIS•LAMI-(1f8' HS..090. 1(S'HS) . TEMPERED I.G. GLASS CAP. BOTH THE DPAND
7=X 30.375
14CN1+C2+1 2
1+CJ+14CQ+1
2 I+C2414C2+1
2 7+C2H+C2+1
2 14ON1+C2N
21.CN1+C2N
46.000
1+C2+HONI a
1+Ct+14 241
3 1+C2+f+C2N
a 1402+7+C2+/
3 1+C2+1+Q+1
3 t+C2+1+C2+f
3 D. 7116'LAMI-(3H8'A.090.3f18-A) ANCHOR QUANTITY REMAIN UNCXANGED.
E. 7/16'LAMI-(3HB• A.090. 3N6' HS)
60.93E
140N1+G41 a
14CNf4C2+1
3 1400+0241
3 1+02/1+C2r1
3 f4C2+1+62+/
a f+CL414CN1
3 F. 711V LAMI - (3/16•HSAW. 311S' HS)
54.MD
14C2+1+CN1 3
Hf?+14C2+f
3I+2+I+02+1
31+CN7+C2+1
3 t+C2+1+R+1
3 14C3N4CN1
31 0.13/16'LAMI 10. 116'OR 3I16'A(MIN.). 5116. OR3WSPACE, ShIr LA71-(1/&'A.090, 1/8'A)
WAGE
14C2+I+C2+1 3
1402+1442+/
3 I+C2+1+C2+1
31+C2+1+C2+1
a 1+C2+1+C1+1
3 142+14241
a H. 13116• LAM] 10-1/6.ORN16-A(MIN.). 6119' OR IVSPACE, 6116' LAID. (1181A.080, IV HS)
I. 13116'LAMI 10. IV OR 3119' A(MIN.). 5/1S-OR 3A'SPACE, 611E LAMI-(I18'HS,.08310 HS)
9J.ED
1+C2H+CN1 a
H10N+C211
31+C2+t+C241
914C1+14CN1
3 1+C2414C2+1
a 1+CS+7+W+1
a J. INN* LAM) 10. 1/6.OR 3119' A(MIN.). WIS' OR 1/4' SPACE, 711r LAMI-(NIO'A.= 3116-A)
2 K13H6'LAMI IG- IV OR 3/16•A(MIN.). Y16. OR 1N'SPACE, 7f18- LAM -(3flr A,.09G. 3116' HS)
63.125X 3ENG
14CZ+1+42+1 2
7402+1+C4+1
2 1+02+140N1
214C2+1+C2+1
2 1+C2+I+02+1
2 1+P2+1+C2+1
40.000
3 L 13/10'LAMI 10-11V OR 3110- A(MIN.). 3NS' OR 114•SPACE.7/Hr LAMI-(3116' HS.O90,Y16' HS)
140l+G21 3
1+C2+1+CZ+t
a 1+C2+1403+1
a 1+O241+C2+/
8 I+C2+I+C2+1
a 1+f741+C2+1
SEEN
/4C34H[241 3
1+CN1+C241
3 140+i+C2+1
a 1+C241+C2N
3 1+02+140Nt
3 140N740N1
3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
14CNt+Q+1 3
f4C2+1+Q+1
a 74C2+7+Ct+1
a 14C24HCN1
a I+C2+1+C2+1
3 14CN14C2+1
54.000
a DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NW LARGER WINDOW IN TABLE.
60000
t+C2+I+C2+1 3
1402+142+1
3 14C24t+C2+1
7 14CNt+Q41
3 I4C241+C2+1
3 140341+03+1
3
G&ON
1+C2+/+C2+1 3
1s02+140+1
3 i+CZ+14C2+1
3 74Cb74C2+1
3 I+C3N+Cbl
9 1+03+14C3+1
3 HEAD&SILL: 10lAr MAX.ON EACH SIDE OF MEETING RAILCENIERUNE
2 253/4'MAX. FROM CORNERS
JAMBS: 9' MAIL FROM CORNERS AND 22112' MAX O.C.
60.a00a 38.3/6
1+C2+14C2+1 2
14C2+144241
2 1+C+14C2+1
2 t+C2+1+CZ+1
2 I+C2+1+C2+1
21402+1+02+1
48.00E
44C20#Q2+1 3
1+020402411
a I+C2+1+C2+1
3 1+02+14C241
3 t+C2H4CZ+1
3 1+C2N+C2+1
a TABLE FEY:
60.026
I+C2+1+C2+1 3
7+C2+I+M+1
3 I+CCN +1+1
3 I+CN1+C2+1
3 14C2+14CN1
3 1/C141402+1
3
64.00E
74C2rHC2+1 3
f+CN/4CNt
a t+C2N402+1
9 1+C2*1+C2+/
a I+C2+14C2+7
a 14CN1+CH7
3 1+C3H+C3H 3 ANCHOROUANTIn PER JAMB
80.000
1+02+1+C2+1 3
I+C2+1+CiN
3 14CN1+C2M
3 14CN1+CN1
3 f+C'J414CJ41
9 1+C3+14C3+1
a
83.00E
74C2+740N7 3
1+CN74tl+f
3 1402+1+CNI
3 1+Ca+1403+1
3 1+CNI+C241
a 1+CS+I4C3+7
a HEAD AND GILL ANCHOR QUANTITIES
2 ON EACHM MEETINGPLUS()) EKED
ON EACH MEETING RAIL PLUS
9.000238.326
I+C2+l#C2+1 2
1+041+0241
2 14C2+1+L2N
2 1+CNI+C2+1
2 I+02+1408+1
214CN1+C2+1
40.00E
t+CNHC2N 7
t+Q+1+C+1
3 14C2+1402+1
3 144'S+14C7M
3 1+02+1+Qat
N
3 CZ+HCNt
a ANCHOR AT EACH OPERABLE VENT
50.00
I+C2+1+C2+1 3
1+C2+1+C441
3 1402+14C2+7
314G2+1+C+1
3 14C2+1+C2+1
3 1+C3+1+Ca+1
3 PLUS (1) ANCHORS AT FD(ED SECRON.
54.000
1+02+1+02+1 3
I+C2+1+C2+1
3 1142+14CZ0
7140N1402+/
3 1402+11+02+1
a f+CS+t+C3+1
3 (0)ANCHOR$ TOTAL AT HEAD AND SILL
60.000
1+CN7+C2+1 3
I+C241+C+1
3 1+020+02+1
91+03+7+03M
3 14(S+14G2+1
3 1+W+t4C3+1
a (3- MIN. O.C. ANCHOR SPACING)
6&000
I+C2+I+C2+1 3
I+CN7+C2+1
3 I+C3+1+C3+1
3 1403+1+03+1
3 1/C2+14C2+1
3 I+W 41+C3+1
3
2 3/4-MAX
7000 X 35.375
140N142+11 2
7+C241402+1
2 /+C2+1+C2+1
2 7+C2+14CN1
2 I402+140Nf
2 I+02+1+C2#1
40,000
14C2+1+C2+1 3
1+C2N+02+7
3 I+C2+1+C2+1
3140+If02+/
3 1+C2+I+C24I
3 140a3+14C3+1
3-+)�•3•MIN.
5&625
04.000
I+C2+1+G'2+1 3
1402M+02+1
31400+0241
3142+1+0241
31+CN14f.2+1
314041+041
3 S-REF. ~+
3 X o %
1+02+7+C241 3
1+C2+14C2+1
3 1+C2+HCl+t
3 14CNI+C2+1
3 I+CJ+1+C2N
3 1+G141+GL1
60.000
14C2N+C2+1 3
I4C2+1+C2+1
3I+W+I+CNt
314C341+0N1
31+CNNCZ+1
3I+GNI+CHI
3 mol)=A6vIe1D
.puvldre•xele.FbNe
83.00E
14C2+HC+1 3
I 14C2M4Q41
3 7403+1+03H
a 74C3#1*CH7
3 14C47+02H
7 i4Ga+14gN
a BWId'eN10a1C
MTG. RAIL. TYP.' Acq.mmlb/
EXAMPLE CLUSTER W/OTY. OF (3) ANCHORS
8LM*x 36.A6
1142+7+0N1
N1+C+1
214C2N+C2+1
21+CNNC2+1
3 1+C2+740N1
21+62+1402+12
4e.060
14C217.CN1
2.14Q2.1
3 t.a.t4CN7
3I40NHCNI
a 1.ez.1+L12.1
a 14CHI4CH7
a
SHOWN IN TABLE KEY ABOVE
So.Ee
7.c2.uez41
+t4CN1
3 1+C2+71C2+1
a I+CMt+e2.1
3 14G2.1402+1
a 14C3+twa+I
a 1.vmn
54.000
1+C2N+C2+1
I+C2+1+C2+1
3 1+C7+140H1
3 1+C3+14C3+1
3 14C241+Ct+1
3 1+6HI+C3N
3 '
so WO
1+02+1+C2M
+1407+1
3 1+03+1403+1
3 1+C3+1+CHI
4 1+Ca4140947
3 I+CNt+C3N
3 25314'MAX
03.000
14C7+1+OH1
N1+C2+1
RI+C2+I+M+l
3 1+0+1+C3+/
3 t4C3+1.OJ+1
4 I4C3N+C3+t
3 1404M+0441
4 112'nP. . .
2
a CF' % O
B&p7s a&a7e
49.00E
NC2+NClN
1+C241+C2+1
41+CY+1
+1+C+1
2 14CNi4CN1
3 14C2+1+CNI
2 1+C2+I+CN1
3 14CN14CN7
3 t+CN14C2+/
3 1+C2+7+0341
2 1+024HC.YI
3 140H140a+1
SEEN
14CNN0N1
740741
3 1+C2414CN1
7 14Ob1+CN1
J 14C2+14C2+1
3 I+C3+7+C3+1
364.ON
/4=0+0+1
I+C2+1.C2+1
.1+C2+1
r/4C2+1
3 I+C3+I+C3+1
3 1+03+1+03+1
3 1403+1+CH1
3 14C3+1+G7+1
3 1+C2+14CN1
4 1+DaN+C3rt
3 HGH1+C3+I
3 I+GN+C4+1
3MOW
4 MTO. RAIL. TVP.03.a00
EXAMPLE CLUSTER W/ OTY.OF(4)ANCHORS
1+CH140Nt
»+14G+7
9 740H14W11
a t.w+1.CH1
a 7,c3.14CH1
a NC4N4CH1
4
ANCHORAGESPAaNG XGK 113-1Id-1/9 . ';...""'..,
lemreuwoLoOrRNwB
ALUM.HORIZONTAL ROLCERW/NDOWIMPACT
PQBO1�
NOKOLo8.A W14
V3433.64mn
�"Pe u,Y -- ~ ALttq YILERPE
/VTS B • 11 4127-10 O P.cssem
P�
-
PX
1I1805
JJ. y13ye
#wYv
MCHOR QUANTMS,O
& OX
WINDOWS
'rABLE
6
NOTES:
1. ANCHOR TYPES:
1.114•ELCOTAPCONS 2-114-EL.COSS4CRETE-FLEX 3. 412 STEEL SCREWS:(GS)
2. GLASS TYPES:
ASN6•LAMI•(IVA,.090, IVA) FOR INSTALLATION IN THE HVHZ ABOVE30
B. S/16'LAMI-(1APA.090, 1A)' HS) FT, GLASS TYPES O-L SHALL HAVEA
C. W18• WAI -(IV HS,090, 10 HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
0. 7110'LAI-(3He'A.M, 3118• A) ANCHORQUAN7ITYREMAINUNCHANOEO.
E. 711V LAM]-(3116'A.090, 316HS)
F.7/16'LAMI- J31ir HS,.09% 3MWHS)
0. 13118' LAM[ IG- IV OR 311V A(MIN.), 6/18' OR 3V SPACE. &18'IAMI-(11B'A.090, IV A)
H. 13/16• LAMI IG -118' OR 311WA (MIN.). 6118•' OR 3R•SPAM 6116• LAM - (IV A,.090. IV NS)
I. 13118' LMAI IG-11S• OR 3118'A (MIN.). SHB' OR WSPA(E, WIV LAMI-(116• KS,.090,1I6' HS)
J13116•LAMI IG- IV OR 3118'A(MIN.), 3116. OR/14' SPACE. 7118'LAMI 431 W AAW,3118'A)
K. 13/IW LAMI IG- IVOR WIT A (MIN.), 3M• OR 1/4•SPACE, 7/16• LAMI-(31lrA..090, 311T HS)
L. 13/16'LAMI IG- 1/8.OR 311V A(MIN.). 3116.OR 1/4'SPACE, 711W LAMI-(3/16• HS..M, 3116•HS)
3 WNOOWANCHOR QUANITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGERWINDOW IN TABLE,
HEAD 8 SILL 10112- MAX ON EACH SIDE OF MEETING RAIL CENTERLINE.
18314• MAX FROM CORNERS.
JAMBS; e' MAX FROM CORNERS AND 221/2' MAX O.C.
TABLE KEY: O x
NC3+2 3 ANCHDR QUANTITY PER JAMB
HEAD AND 8ILLANCHOROUANIIES
A CLUSTER OF (3) ANCHORS
CENTERED ON THE MEETING RAIL
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL
(3' MIN. O.C. ANCHOR SPACING)
83'4•MAX.
1 I I—HI..-3'MM.
g•REp, X O
— —
PRODIXT(IEYISFD
MTO. RAIL u tln PlaHao
Aaxp�cN aa�
EXAMPLE CLUSTER W/ OTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE) 0T np
MI I
8Y4-MAX
1R'TYP.
VN• MIN. '
:•`:'' '
B•REF. ..:.
.'-
�•,"�"'' -'
MTG. �L _
EXAMPLE CLUSTER W/ OTY. OF (4) ANCHORS Y :', � 6 of
ANCNORAOESPACINO OXANDXOW/NDOW3
ALUM.HORIZONTALROLLERYVINDOW IMPACT :.,.....
I ro To , 11 1�-4127-fO p wArP.El�
--
AN=Riypei
&SUBSTRATE
GLASS
TYPES
A,B,G,H
GLA39
TYPES C,D,
RI AK L
2,3, WOOD
2, OONC
1, OONC
2,3, WOOD1
2, CONC
1 1, CONC
ZONES
ZONES
ZONES
ZONES
I ZONES
I ZONES
WINDOW ORE
V
g�
A}6;
Y -4
�
a8
9�
,l. 0)
YY ee
'
gj
l74
Y y
,
l5)
1 ep
I
�
�D)
3YY y
37.000A 38.375
48.000
50,11M
54.000
80.000
S&DDD
1+C2+1
2
1+C2+1
2
1+C2+1
2
14 :2+1
2
I+C2M
2
1+C2+1
2
1+C2+1
3
1+432+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+02+1
3
1+C2+1
3
1+C2+1
3
1+C2N
3
1+02+1
3
1+02+1
3
1+C2+1
3
I+c2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+02+1
3
1+02+1
3
1+C3+1
3
1+C2+1
3
1+02+1
3
1+041
3
1+C2+1
3
1+C2+1
3
1+0+1
3
1+C2+1
3
1+02+1
3
1+03+1
3
45.000%31375
48.00D
5Q625
S0.000
S&ODO
63.000
1+C2H
2
1+C2+1
2
1+C2+1
2
1+C2+1
T
1+02+1
2
1+C2N
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+02+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+02+1
3
1+C3+1
3
1+C2+1
3
+—( +1
3
1+0+1
3
1+C2+1
3
1+C2+1
3
1+03+1
3
1+03+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+0+1
3
1+C3+1
3
1+C2+1
3
1+0+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
53.125 It 3&375
48.000
511625
54.000
80.000
63.000
1+02+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+01+1
3
1*C2*1
3
1+C2+1
3
1+03+1
3
1+C2+1.3
1+02+1
3
1+03+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3H
3
1+02P1
3
1+C3+i
3
1+C3+1
3
1+C2*1
3
1+C3+1
3
1+03+1
4
1+C2+1
3
1+C3+1
3
1+03*1
4
1+C2+1
3
1+C3+1
3
1+C3+1
•
1+C3+1
3
1+04+1
3
1+C3+1
4
1+00
3
1+CAN
3
6D.000x 3&375
4&OOD
50.625
54.000
6Q000
B&C00
1+02+1
3
1+C2+1
2
2+C2+2
2
1+02+1
S
1+02+1
2
2+C2+2
2
1+C2+1
3
1*C2+1
3
2+03+2
3
1+C2+1
3
1+CN7
3
2+03+2
3
1+C3M
3
1+CZ+1
3
2+C3+2
3
1+C3+1
3
1+02+1
3
2+C3+2
3
,1+C3+1
4
1+02+1
3
240*2
3
1+03+1
4
1+02+1
3
2+03+2
3
1+00
4
1+C3+1
3
2+C4+2
4
1+C3+1
4
1+C3+1
3
2+04*2
4
1+C3+1
4
1+C3+1
3
2+C4*2
4
1+C3+1
4
1+C3+1
3
2+CA+2
4
86,000x 3EL375
4&C00
5Q625
54.000
60.000
83.000
2+C2*2
3
1+C2*1
2
2+C2+2
3
2+C2+2
3
1+02+1
2
2+C2+2
3
2+02+2
4
1+C2+1
3
2+C3+2
3
2+C2+2
4
1+C2+1
3
2+C3+2
3
2+C3.2
4
1sC2+1
3
2+C3+2
3
2+C3+2
4
7+C2+1
3
2+C3*2
3
2+C3+2
4
1+C2+1
3
2+C3+2
4
2+C3+2
4
1+C2+1
3
2+C3+2
4
2+C3r2
4
HCN7
3
2+CAr2
4
2+Gi+2
4
i+C3+1
3
2+Gi+2
4
1+C3+1
4
1+C3+1
3
2+04+2
4
2+C3+2
4
1+C3+1
3
2+CA+2
4
74.0DO % 38.375
40,000
SM625
54000
60.000
S3.000
2+02+2
3
2+C2+2
2
2+C2+2
3
2+C2+2
3
2+C2+2
2
2+fx+2
3
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2*2
3
2+03+2
4
2+C3+2
4
2eC2+2
3
2+C3+2
4
2+03+2
4
2+02+2
3
2+C3+2
4
2+03+2
4
2+C3+2
3
2+04+2
4
2+C3+2
4
2+C3+2
3
2+C4+2
4
2+C3+2
4
HC3+1
3
2+04+2
4
2+C3+2
5
2+Gi+2
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2+04+2
4
2+C4+2
S
2+03+2
4
2+CA+2
5
Iarorean41D4rwuve
ra°
as�m.
Vili*zlm
x
imm
JJ. szvm
13/4' MIN. E.D. TYP.
NOTES'
MR 3A KSI
2X WOOD SUCK
1. FOR CONCRETE APPLIGITIONS R4 MIAMI-DADE COUNTY, USE ONLY MIAW-DAOE COUNTY APPROVED I/4-ELCO
CONCRETE
1I-MIN. EDGE
NOTES IST
TAPCONS EMBEDED 13V MEN. OR1/4'SS4 CRETE-FLEX EMBEDED I314' MIN. MINIMUM DISTANCE FROM
MIN.
ANCHOR TO CONCRETE EDGE IS 13M. FLATHEAD ANCHORS MUST BE 0I2MMFTT HEAD.
NOTE I
1a WOOD
2. FOR WOOD APPLICATIONS IN M41MI DADE COUNTY, USE 012 STEEL SCREWS (GS) OR IW SS4 CRETE-FLEX WITH
BUCK,
t I
012 TRIMFR HEAD.
NOTE
�.
11�
�[
3, WOOD BUCKS DEPICTED N THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
THAN 11P1. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
MAX
NAK
CMU. WOOD BUCKS DEPICTED AS 2xARE//R'THICK OR GREATER. INSTALLATION TOTKE SUBSTRATE OF
SHIM
SHIM
WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING JURISDICTION
CONCRETE
WOOD
ANCHOR,
ANCHOR,
4. FORATTACHMENTTOALUMINUM; THE MATERIAL SMALL BE A MINIMUM STRENGTH OF 6DS3-TS ANDAMINIMUM
NOTE1
DETAIL NOTE2
DETAIL
OF//B'THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF ASRE TO PROVIDE FULL SUPPORTTOTHE
--
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR21, WOOD BUCKS. THE ANCHOR SHALL BEA
TYPICAL FLANGE FRAME HEAD SECTIONS
012 SHEET METAL SCREVVWITH FULL ENGAGEMENT INTO THE ALUMINUM IF THESE CRITERIAARE MET. THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORANCHOR TYPE 2 MAYBE USED.
114'
B.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTAI
SHIM
1L..'_
�1'33, 1/4'MAX SWM�F- 11/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
I MIN. I
(1.5 KSI CMU)
OR
PER NOTE I
EMBEDMENT
•(3.4 KSI CONCRETE)
WOOD
CONCRETE
•'ANCHOR.
—f ANCHOR,
'MIN.EDGE NOlE1
.,.q . 13W EXTERIOR INTERIORNOTE2
AIMIN E.D IHF�SSILLDETAILSAB,C,D, 3H)
.: TYR
*2,112,MN.
SEE NAILINDETAILE
2x WOOD BUCK
NOTE 3 IxWOODBUCKNOTE 3
LET
EDGE
DETAILF
SE,IOR18'MIN.
(JAMB DETAILS E. F 6 I)
—(
EXTERIOR0
TYPICAL FLANGE FRAME JAMB SECTIONS
S1B'MIN.
CONCRETE
WOOD
DETAIL H (HEAD)
ANCHOR
ANCHOR
NOTE 1
NOTE 2
NAILING
.131 DM MIN. x 21W' NAIL
PRODUCT RxvISPD
AT CORNERS AND S'O.C.
n covplryp�4m meFNM�
TYPICAL DETAILS G. H S I.
xW4apG4e
AvxPmm W 16• 14.4
1/4-
114-
E�mlmhm 2021
MAX.
SHIM
MAX.
SNI
nT
MIN EDGE
SEE
• '' ' • NOT1
1�MIN. NAILING
•'
r.
1314'MIN.
..
2.12'MIN. SEE NAll1NO
•'.a ..'.. •."•..
t: •-.
MW.34 NS
E.D.TYP.
TWIN. EbOE
.:' .:..:.7••.'@p
CONCRETE2x
CONCRETE
WOOD
DETAIL BUCK
DETAIL 2.1T2'MIN.EMSED
_
NOTES
DETAIL G ( ILL) DETAIL I (JAMB)
,-
TYPICAL FLANGE FRAME SILL SECTIONS
TYPICAL INTEGRAL FIN FRAME SECTIONS„`•.
G , 6 1 I6 ,•' .-
a
lam reuaaoorwmre
x.r�xe.Rvne
�( ��.■
—ir'
GE DETAILS
n.'•.. ';; ,.r .., ,<.
:.:.., .. :... • :�
•`.%;':".'•`'
_
ALUM. HORfZONTALROLLER WJNDOW,IMPACT
Pa.BQIIi®
xoxoa3,R4m�
w1Y14lIRlIIi vE
P.exama
Ym35'benn
y��
I i10
vr„c
if w 11 1 4127-10 G
FX
T/fd4kl
1J.
3�
SCANNED
BY
)fC Y t"�.ta rfTu�2 \ l
� h
St. Lucre Cnun+. PERNUTTING
MIAMFDADE St. Lucie Counh•, FL
® PRODUCT
COUNTY
CT 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) {sww.minm1dnde.eov1Konomv
PGT Industries, Inc.
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 County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window - I..M.I.
APPROVAL DOCUMMNT; Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05105116, 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.
REC
JUN
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
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 NOAH 15-0519.09 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
fNOANo.er2l,2.13
ExpirotlanDate: December 2l, 2021
1�0 Approval Date: September01,2016
Pagel
PGT Indastrpes.Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAVUNGS
I. Mamrlecdurer's die drawings and sections.
(Sa6rn&a=hrNOA1sNa 07-0815.09mrd66-M05.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11. dated 02=06, with revision G dated oslo5/16, prepared by
manufacturer, signed and sealed by Arthony Lynn Miller, P.E.
B. TESTS
1. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large hfim7e Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC slidnigglass door,
a PVC fixed window and an ahm»num sliding glass door, using: Kodispace 4SO IN
spacer system, Dmaseals' spacer system, Super Spaces NX17m spacer system and XL
Edgelm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL4968 and MA1970, dated 11116115,
06WI16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FT1-5330, dated 07/19/07, signed and sealed by Carlos S. Rionde, P.E.
(Sabmfr/ed mrderNOANa 07-0815.09)
3. Test reports on:1) Air Infiltration Task per FBC, TAS 202-94
2) Uniform Static Aar Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, Per FBC, TAS 202-94
A) 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 241131.1, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FT A&%dated 03109106, signed and sealed by Edmundo Largaespads,
P.E.
(SabadW a aderNOANa0"405.06)
tYleoae Pe &
prodprod
UdCDDWZW&er
NOA Na 16-0714.13
uWanonDate: Deeember21,2021
Approvd Dam SeptemberOL2016
E-i
PGGT indostriea.Inc.
B. TESTS (coN nwM
4. Testreports on: I) Aa InMtmtion Test, per FBC, TAS 202-94
2) Uniform Static Air Pressme 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 Ptesaese Loading per FBC, TAS 203-94
6) Forced Eby Test, per FBC 24113.7-1, TAS 202-94
along withmerked-up drawings and installation diagram ofan XOX aluminum
horizontal sliding window, papered ed by Fenestration Testing Laboratory, Inc.. Test
Report No. FTI, 4859, dated 03/08/06, signed and scaled by Edmuado Largaespada,
P.E.
(Submitted miderNOA Na 06440109
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-P
Edition (2014), dated 05/14/15, prepared by'mantdacturer, signed and sealed by
Anthony LynnMller, P.E.
(SabmiCed w derprerlotaNOANa IS-05.19.09)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Depmiment of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of AcceptanceNo.14-0423.17 issued to Eastman Chemical Company (MA)
fortheir "Satle= Clear and Color Glass Interiayers" dated 06/19/14, expiring on
0521/16.
2. Notice of Acceptance No.14-0916.10 issued to Kmaray America, Ina for their
"Kararay Batacite® PVB Glass Interlayee dated 0425/15, expiring on 17JI1/16.
I?radoetcoac&01R a
NOA No.1
Eipirnd=Date: December21,=I
E-2 AppmvelDato Septmber01,2016
PGT Industries. Ina
NOTICE OF ACCEPTANCE: EVIDENCE SUMMED
F. STATEN MMS
1. Statement letter of confvmance, complying with FBGsm Edition (2014), dated May
16, 2015, issued by manufiuxmar, signed and seated by A. LynnMilley P.E.
(Submitted rardupreviousNOANaL 154519.09)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufecdner,
signed and sealed by A. Lynn ldiller, P.E.
(Submitted udderpreWourNOAN& 15-OSI9.09)
3. Laboratory compliance letter for Test Report No. FTI MM, issued by Fenestration
Testing Laboratory, Inc, dated 07/18/07, signed and sealed by Carlos S. Rionds, Ms.
(SuMAW andaNOAN06 07-0815.09)
4. Laboratory compliance letter for Test Reports No. FPLr W3 and FTL4859, issued
by Fenestration Testing Laboratory, bic., dated 03/09% signed and sealed by
Edmundo Largaespade, P.E.
(Submllled uuder NOA No. 06.040S.06)
5. Proposal No.1"IM issued by the Product Control Section, dated March 09, 2016,
signed by Lsbaq Chanda, P.E.
G. OTHERS
I. Notice ofAcceptance No. IS*519.09, issued to PGT Industries for their Series
"HIli 710" Aluminum Horizontal Rolling Window- LXL, approved on 07/09/15 and
expiring on IMIAL
ManuelPenzAM
PrndudCoa6o1
NOA No. 1 4M
RgdmtionDate: December 21,2021
9-3 Approval Date: Septmber01,2016
GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP.
A 51167 LAMI CONSISTING OF (2)LITES OF 1/S' ANNEALED GLASS WITH A.000"PVB' INTERLAYER
0. 6110' LAM) CONSISTING OF (1) LITE OF IVANNEALEO GLASS AND (1) LITE OF 1R' HEAT STRENGTHENED GLASS WITH A.OBG 'PV6' INTERLAYER.
C. 6/16' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH A.W-PVS' INTERLAYER.
D. 7116' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A.WO"PVB' INTERLAYER.
E. 7/16' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 31167 HEAT STRENGTHENED GLASS WITH A.W'PVB' INTERLAYER.
F. 7/16' LAM] CONSISTING OF (2) LTTES OF 3116' HEAT STRENGTHENED GLASS WITH A.W'PVB' LNIERLAYER.
TAKDARDS 8E0.
.tA14 RO WSDGA0MIMING4 CTSCL SRI EDMON
.ANSVAF N&2512 FOR WOOD CONSTLNliON
UJUMMIDESIGNYAAUt,AD431H0 -Dwlrorsxm
G. IYlV LAMI 10: (1) LITE OF IV OR 311W ANNEALED (MIN.) GLASS, 6116' OR3V AIR SPACE AND SlIr LAMI
CONSISTING OF (2) LRES OF 1/8'ANNEALED GLASS WITH A.W'PVB' INTERLAYER
H. 1311V LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/6'AIR SPACE AND 6tlW LAM] CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE
OF TV HEAT STRENGTHENED GLASS WITH A.080''PVB' INTERLAYER.
I. 13116' LAMI IG: (1) LITE OF IV OR 3116' ANNEALED (MIN.)GLASS, 5/16' OR 31S'AIR SPACE AND 5/16' LAMI
CONSISTING OF (2) LITES OF TV HEAT STRENGTHENED GLASS WITH A.OSO'PYB' INTERLAYER.
J. 13MW LAMI 10: (1) LITE OF H8' OR 3/16' ANNEALED (MIN.) GLASS. 3M6' OR 1/4'AIR SPACE AND 7116' LAMI
CONSISTING OF (2) LITES OF 3lIrANNEALED GLASS WITH A.GBP'PVB' INTERLAYER.
K IWIS' LAMI IG: (1) LITE OF TV OR 311VANNEALED (MIN.) GLASS, 3/16.OR 114-AIR SPACE AND 71T LAW
CONSISTING OF (1) LRE OF 3116-ANNEALED GLASS AND (1) LITE OF 3RV HEAT STRENGTHENED GLASS WITH A.OBD'-PVW INTERLAYER
L 13/16' LAMI IG: (1) LITE OF IV OR 3116'ANNEALED (MIN.) GLASS, 3M8' OR IW AIR SPACE AND 7lIr LAM
CONSISTING OF (2) LITES OF 3/10' HEAT STRENGTHENED GLASS WITH A.080"PW INTERLAYER
2. CONFIGURATIONS: OK. XO, %O%
3. DESIGN PRESSURES: (SEE TABLES, SHEET 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4. ANCHORAGE: THE 3312%STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS.
6. SHUTTERS ARE NOT REQUIRED.
SEALED WITH NARROW JOINT SEALANT OR GASKET.
7.REFERENCES: TEST REPORTS FTL4856. FTL ASS AND FTL-5330.
ELCO TEXTRON NGAS
ANSOARLPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
6. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
B. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G-L SKALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
'PVB'..080' BUTACIfEM PVB INTERLAYER BY KURARAY AMERICA. INC.
PA.O ' D
NoA .R=4
NOA DRAWING MAP
SHEET
GENERAL NOTES ............. I
GLAZING DETAILS ............ 2
DESIGN PRESSURES....._ 3
ELEVATIONS ..... ..._..._. 0
VERT. SECTIONS..____... 5
HORWZ. SECTIONS _........ S
PARTS LIST ...................... 6
EXTRUSIONS .................... 7
CORNER DETAIL .............. S
ANCHORAGE ............ ....... 6.11
711V LAMINATED GLASS
aE%TERIOR INTERIOR
(ALL SECTIONS)
1311 V LAMI IS GLASS Wl Sfl W LAMI
KODISPACE
4SG TPS
13119• LAMI IG GLASS W17He• LAMI
x1rtl
GaelccANr
KT. GULATV
SUPER DURASEALO
ie SPACEONXTm SPACER
PD.eQxree
NOIfeWB. R.YiI]
MV]o
Part0
Dawdptlon
Material
73
Kcmmw2np 4SO TPS Spaz System
76
Qum Superepacer NffrAtAHot McBeutyl
Sea lMe
Sheet fix
MaleAab
77
Duener Dmsaeal Spacer
78
CeN41el X. Egte Spacer
REPGRTe: FILd]71. BBe68 Sam
KURARAY BITTACITE
PVS INTERLAYER
SAFUE)0
ASTMA ePVEMICAL OMP By
JLSTMAN CHEMICAL COMPANY
XL EDGE"
e SPACER
FOR INSTALLATION IN THE
HVHZABOVE 30 FT. GLASS
TYPES G-L SHALL HAVE A
TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR
QUANTITY TO REMAIN
UNCHANGED.
PAGDGCTRLNISW
rc..oywwhae Fhrbb
n>
U Piaesl
IXOX (114,112,1141 FLANGE OR INTEGRAL FIN WINDOWS
wINDOw I GLASS I- -- - -
SHOWN. FIN WINDOWS WISAME DLO ARE 1"
84"
A,B,G,H
+60.0
40.0
1 +60.0 1
40.0
+MO
40.0
+60.0
40.0
+60.0
-60.0
+60.0
-6 0
+60.0
40.0
+60.0 1
-90.0
98"
A,B,G,H
+60.0
-60.0
+60.0
�.0
160.0
-80.0
+60.0
40.0
1,00
40.0
+80.0
60.0
+68.8
48.8
+68.2
-11.2
1083/8"
A,B,G,H
+60.0
.60.0
+60.0
-60.0
+50.0
-60.0
+60.0
40.0
40.0
+80.0
40.0
+662
-56.2
+62,3
-62.3
108'
A,B4O,H
+80.0
.60.0 1
+60.0 I
-W.0
+60.0
40.0
+60.0
-MO
+60.0
.60.0
+60.0
.60.0
+54.6
-M.6
+51.7
-51.7
111"
A.B.G.H
+60.0
40.0 1
+60.0 1
40.0
1 +60.01
40.0
1 +60.0
1 40.0 1
+60.0 1
40.0 1
+59.6 1
59.8 1
+53.6 1
53.6
1 +50.9
-60.9
UP TO
OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1"
WINDOW I GLASS
TO B8 7118" "O-H-� +60.0 40.0
TO BB me-�,E,F• +75.0 -78.0
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FL
WINDOW GLASS
WLGTN 7VPF_ 28" 1 38" 38SIB"
+75.0
UP TO 74"
5116- LAMI - (1/B" A, .090, V8" A)
6/16" LAMI -(1/8" A, .090,1/8' HS)
5/16" LAMI - (1/8" HS, .090,1/8" HS)
7/IW LAMI - (3H8" A, .090, 3/16- A)
7/16" LAMI - (3/16" A, .090, 3M6" HS)
TABLE
SHOWN. FIN WINDOWS WI SANE DLO ARE 1"
FOR INSTALLATION IN
THE HVH2 ABOVE 30
FT, GLASS TYPES G-
L SHALLHAVEA
TEMPERED I.G. GLASS
GAP. BOTH THE DP
AND ANCHOR
QUANTRY REMAIN
UNCHANGED.
+7tl.0
•/tl.Y
47A."L
-/4.2
f/Y.L
•/V.L
i
raoounnBv2sm
.,..p2ygLM2h Ne Plwia
s� / -,O
oy
IAm2
+76.0
-78.0
+89.8
49.8N+75.0
46.2
+75.0
-75.0
+68.1
48.143.8
-75.0P/
13/16" LAMI IG-1/8. OR 3218'A (MIN.), 6/19. OR 3/8".AIR SPACE, 6/16" LAMI -
13/18' LAMI IG-lAr OR 3H6"A (MN.), 6/18' OR 3/8° AIR SPACE, 8/10" LAM] - (1/8 A, .090,1/B'H.)
13/18" LAMI IG-1/S" OR 3116"A (MIN.), 6/16- OR 318" AIR SPACE, 6116" LAMI - (1/8"HS, .090,1/8'HS)
13116" LAM[ IG-1/6. OR 3116"A (MIN.), 3/18. OR 1/4" SPACE, 7116" LAMI - (3118"A, .090, 3118"A)
131j8" LAMI IG-1/8" OR 3/16"A (MN.). 311V OR 1/4" SPACE, 7/16" LAMI - (3116'A, .090, 3/18"HS)
13/16" LAMI IG11W OR 3M6"A IMINA. 3/1S" OR 11C SPACE, 7116" LAMI- (3116" ..090, 3118'H8)
P.O. 2EA
N01f0 0.]IiN
gara I NTS I 3 "
,.. , I
273W
MAX DLO -+
VENT
64 S115' MAX DLO FD(ED
x
x
0
_
x
_
I� 110'MA)t WIDTH I.F. FRAME —jl
F--111•MAX WIDTH FLANGE FRAME
S
DI
F
L
DETAIL B - XOX (1/4-1/2-1/4)
DLO FU(ED O
DLO VENT
iTtU13?n;�,7`. i
FLAN
A
I
A
FRAJ
ALI
) ALL
A
MAX
DLO
w
ALL
COW
TES
VETJTS
A
TES
I.F.. FRAME
E
X
ALL
CONFIQ
I
I,�
C
73'MA%. WIDTH I.F. FRAME
I•�-
74• MAX. WIDTH FLANGE FRAME
4X
4E
ff
IG.
MIX OLD KAX OLD
(— " 7""MAX WIDTH I.F.I
7/16• MAX WIDTH FLANGE FRAME
DETAIL C- XOX (113-1/3-1/3)
NOTE:
1. SEE SHEET S FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
PAOOULTMVISPD
FRAME nrmmPllbWwMemPM4.
nubm4Ce4e {�
xaPmw% '� 71A21 aion Dra
n
.: ra FPGe
VIEW D-0
(FRAME CORNER CONSTRUCTION) _ b , II,_
DETAIL A-OXORXO
T ELEVATIONS
�4I47Etl01G100YDWV[ ..........
ALUM. HORIZONTAL ROLLER WINDOW IMPA
MDI(04P4.0.GRi� LZr(FT4•�m+ �. NTS 4 � 11 ' ALTM1 M11ER PE
Fx 92107 J.d 32Y0B Mato 4127-70 G P.e.oaeim
EXTERIOR
HEMIGMAX
FLANGE
FRAME MAX
VENT
DLO
MAR
FIXED
OLo
INTERIOR
EXTERIOR
SECTION C-C
SECTION, FLANGE FRAME)
m
MAX VENT DLO MAX. FI%ED DLO -I I-----4— MAX Vq(T DLO
MAX. WIDTH (FLANGE FRAME)
EXTERIOR SECTION B-B
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME)
INTERIOR
�- MAX FIXED DLO ----4 I- MAX VENT OLD --�(
MAX.VADTF1(IF.FRAME)
EXTERIOR SECTION A -A
(HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
�\J EXTERIO
12
INTERIOR
SILL
SECTION, I.F. FRAME) (V
orecwmLaavoave T SECT.
x.vexim.awm rr�=■ '�
ao.eoc mx ALUM.
xoxous.aam� VLrby Wan """"'
xrala
HEAD
.CTION, I.F.
exooucrru:vuFn
n umpl.riq�CGCa F'a6L
nawm�com
Attepwro W � �21
e Dm
2.704
O62
F tas
O I.F. FRAME JAMB
04141, W03- 8
co.uw�%m
NOVGW,Rt{t!t
4� I.F. FRAME HEAD
W1139.8083T8
6 0
monucr nevisno
mnprytq{wW me Rft
�.cymsw
or
ANCHOR OUANTTTTES
XOX
1 MID-11I
WINDOWS
TASLE9
NOTES:
GLASS
TYPES A.S.G.14
DI ASS TYPES DOME
KWX
ANCKORTYPS1
1. ANCHORTYPES:
Z3.WOOD
2. CONO
1. OONO
2.3, WOOD
2. CONC
1 1, CONC
B SUBSTRATE
1-1/4'ELCOTAPCONS 2.114'ELCO664CRETE-FLEX 3.012STEELSCREWS IDS)
2. YPE6:
ZONES
ZONES
ZONES
ZONES
20NE8
ZDNES
WINDOW 80
HEAD SILL
HEADS SILL
IEAD3SU
HEAD &BILL HEAD SILL
��I
WAD SILL
__
A.5fIr
�I
IN v
iii
RR
B.8118'LAMI-(11WA,' O, lir HE) GLASS TYPES 0?L SHALL HAVE A�
2 C. SH8' LAMI•(10 HS..OSD,IATIS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
48.IDOs 38.3T8
14C2+I+Q+1 2
1402+14Cb1
2 14Q+I+C2+/
2I4C2+7+C=+/ 2 t4C2+1+C2+1
2I+Q41+C241
4&WO
/4C2+1+Q+1 3
14QH+Q41
3 I+Q+1+C2+/
3 1+C2*HC2+1 7 t+C2+/+Q+1
3 /+C2+14C2*7
3 D T17S'LAMI•(3NS'A.030.3/18'A) ANCHOROUANTITY REMAIN UNCHANGED.
LAMI•(]HB'AW0.3NS'HS)
W.@6
I+C2+1+Q+1 3
1+Q+1+CHt
3 1+Q+I+O241
31+02+7+02+1 3 1+C24/4Q4/
3 /4Q+1+02+1
3 F.T1lr
F.7/18' LAMI • (3/18'
,irA HS)
04.000
7+Q+1+C211 ]
HQ+7+Q+1
J 14CN14Q+1
3 7+Q+7+C2+1 J 1+CN1+CN7
a I+Q+1+C2+1
V OR.
3 O. 13116'LAMI10-1/S'OR3116'AIMINJ, 6118'IXt&8'SPACE, 5118'IAMI-(i/8'A.A20. 1/8'A)
60.000
14Q+1+Q+1 3
t+Q+14Q+1
3 t+Q+1+C2+1
31+C2+7+Q+1 3 t+C241+Q+1
3 /+Q+14C241
3 H. 131IVLAMI 10. 1/8' OR 3116-A(MIN.),8/16'OR3VSPACE.&10'LAN -(11B'A•080, lWMS)
1. 13178'LAMI10-I/6'OR3/10'A(MIN.LS/IVOR3IB'SPACE,5116-LAMI-(118'HS..M.1/8'HS)
83.000
HQ+1+Q+7 ]
HQN4C241
3 I+Q+I+QH
] 7+CNNC2+1 J 11Q+74Q11
3 1+C3+/4W+1
3 J. 1WHI' LAMI 10 - IAT OR 311V A(MIN), 211V OR IW SPACE, WIV LAMI-0110-ADSO, 3118'A)
2 KIYIS'LAMI iG-//8-OR3118'A(MIN.)..VIWORIWSPACE,711VLAIA-(3/78'A.OW,3H8'HS)
63.120a38.370
14Q+1+CZ+l 2
%C2+1+Q+7
21+C2+14C2+1
2I+C2+/+CZM 2 I+Q+1+Q+1
2 1+Q+1+Q+7
48.010
140+1+Q+1 3
1+C8N+02+7
3 t+C2+1+C2+1
31+C2+14Q+/ 8 1+C2+f+CN1
3 t+5+7+C2Y7
8 L 13118'LAMI 10. 11VOR 3/16' A(MIN.). 3MS' OR 110SPACE, 711V LAMI-(3/S' KOS% 3/18' HS)
80.626
1+CNHQ41 ]
1402+1+4+7
J 1+C2+I+C2+1
31+CN1+Q+1 3 1+02+11+02+1
3 1+C2+1+C2+7
3 3 WINDOW ANCHOR QUANTITIES ARE PERADIACENTTABLE AND BASED ON THE FOLLOWING
7+C2+i+Q+1 3
I+Q+14C20
3 14C2+1+C2+1
314C2+7402+1 3 7+Q+1+Q41
3 I+C'2+1+QN
KONG
3 DIMENSIONS. FORWINDOW SUES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE
MWO
1+C2+HQN 9
t+Q+1+QN
a 1+Q+14QN
3 14C2N4CN7 J i+C2414C241
] /4C3+140J11
3
W.OW
1+C2+1+Q+1 3
t4Q+14Q+7
3 1+Q+t+Q+1
3 f+C2H+QM 3 14C2+1+Q+1
3 t+C341+Ml
3 HEADBSILL: 10112'MAX DE OF MEETING RAIL CENTERLINE
W.WOX 33378
I+Q414Q+1 2
1+Q+1+Q41
2 I+Q+1+Q+1
2 1+Q+1+0247 2 t+C2+I+2+1
2 I+QH+C2+t
MCOR
X FROM
MCO CORNERS
2 MAX.25 FROM
JAMBS: B'MA%.FROM CORNERS AND 22 TR'MAX. D.C.
48.W0
7+Q+HQH a
HQ+1+Q41
3 1+Q+1+Q41
8 1+Q+f+C2+1 J f4C2+14QM
3 1+C2+f4CN1
8 TABLE HEY:
SXW
1+C241+Q+t 3
t+02+1+Q+1
3 l+C2+t+Q+1
3 I+C241+C2+1 J 14Q+14C2+1
3 /+C2+1+C2+1
3 X O X
04000
14Q+1+Q+1 3
t+C2+t+C247
3 1+02+1+02+1
3 t+C2+1+C2+1 3 t+Q+1+Q+t
a 1+C3+I+C3+1
J 1+C3+I+03N 3 ANCHOR QUANTITY PER JAMB
60.000
1+QM+Q+1 3
1+Q+t+Q+1
J 14Q+14CJ+1
3 1+Q+14Q+1 3 t4C2+14Q+1
3 t+C3+14C3+1
3
03,000
1141+Q47 3
1+C2+I+C2+1
3 1402+14C2+1
3 t4C3+1+C3+1 3 I+C2+1+C24/
] 74CJ474C3N
a READ AND SILL ANCHOR QUANTITIES
2 ACLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAILPLUS (1)
9.01Os333T6
140+1+0+1 2
t+C2+1+C2+1
2 14Q+1+C2+/
21+02+1+C2+1 2 1+C241+02+1
2 7+Q+1+C2+1
48.OW
7+C2+1+Q+1 3
1+Q+1+Q+t
3 1+C2+1+C2+1
31+02+1+C2+1 3 i+CZ+14Q+t
3 f+Q+7+Q+7
3 ANCHORAT EACH OPERABLE VENT
50.@6
14C2+1+Q+1 3
1+CH7+Q+1
3 1+0241+02+1
3 7+C2+7+Q+1 3 142+140+7
3 I+C34I+C3+1
3 PLUS(1) ANCHORS AT FO(ED SECTION.
64.000
1+C2+7+Q+1 3
14C2+1+C2+1
3 f+C2+1+Q+7
3 1+C2*7+CZO 3 t+C2+1+Q+7
3 I+C3+7+C3+7
7 (0)ANCHORS TOTALAT HEAD AND SILL
060W
I+C2+14Q41 3
1+C2+1+Q+1
3 14Q+1+Q+1
3 t4C3+1+C3+1 8 I+C2+14Q+1
3 I+C3+1+C3+1
3 (3- MIN.' O.C. ANCHOR SPACING)
1402+7+C2+1 3
1+02+7+Q41
3 14Q+1+0+1
3 I+C3+1+C3+1 3 7+C2+1+CZ+1
3 1+C3414Q+1
B3.W0
J
2 -�}-2b 314'MAX.
74.OWs 38.3T8
1+CN1+Q+1 2
14Q+14G2+1
2 t+CM+C2+1
2 f+Q+1+C2+1 2 I+C2414Q+1
2 1+02+14241
48000
14C2+7+Q+1 3
7+Q+1+Q+1
3 14Q+1+02+1
3 7+C2+14Q+1 3 1+CJ+f+C2+1
3 7+C7+t+C3f1
3 1 I I —.{( .MIN.
GBSN
64.OW
14Q+1+C2N 3
/4Q+I+Q+t 3
74C2+NQ+1
1+Q+14Q+1
3 14CN1+C2+1
3 14Q+1+C2+1
3 I+C2+1+Q+1 3 I+C2+1+Q+1
3 1+C241+02+1 3 1+C24f+Q+1
3 t+C3+t03 +41
3 7+C3414C3+1
3 VREP. '
3 x O x
60AW
1+t7+1411 3
1+C2+1+Q+1
3 /+C3+t+C3+1
3 7+CJ+1+03+t 3 1+C2+1+C2+/
C3
3 1++HW11
3 mODUCt AEVI3ED
rnoHrlrewlNro4+toNea
OJ.OW
&s 38.A6
.Old
1+Q+14Q+1 ]
1+Q+14C241 2
1+Q+1+Q41
14Q+14Q41
] 14C3+1+Q+1
2 1+C2+14C2+1
13 7+O3+1+C3N J 1+C2+f+C2#/
2 1+Q+1+C2+/ 3 t+C2+1+C2+7
7 i+03+7+0H
2 1+Q+1+CM/
7 BWWmBCane
NITS. RAIL, TYP.
2 p°°
EXAMPLE CLUSTER W/ OTY. OF (3I ANCHORS 1
480
JO
I+C2+t+Q+l 3
74C711+Q+1
3 I+C2+1+C2+1
3 14C2#1+QQC2 +1 3 t+.1++1
3 I+03+1+03+1
3
50.025
1+02+1+C241 3
I+C2+1+Q47
3 I+Q+1+02+1
3 1402+1+02N 3 1+0+1+041
8 1403+1+0373
(SHOWN IN TABLE KEY ABOVE) '..d.
04.000
1+M+I+C2+1 3
t4Q+1+Q+/
3 1+Q+I+C341
3 i+C3+1+Q+1 3 I+Q+1+Q+1
3 f+C3+1+C3+1
3
68.000
3 31P MAX
I+C2+14QM 3
HQ4142+1
3 1+041403+1
3 I+C3+I+C3+t 4 1+C3+/+C341
8 f+C3+/+C34/
63.000
l;UTl+C3+13
t+Q414Q+1
3 140+1+03+1
3 140a+7+C3r1 4 I+C3+I+CJ+f
3 1404+1+CNf
4 1 1k'TYR
&SATs X37a
I+C241+Q+13 1
I+Q+t+Q+l
I I+Q414C2+1
2I+C241+Q+1 31+02+7+Q+1
214Q41+02+12
48000
3 O'REF' x 0 x
I+Q+I+Q+1 3
1+02+11+QH
3 1+Q+7+CL+1
J 1+CN1+02+1 3 1+C2+1+C2+1
3 1+C341+0347
11
W.826
14Q+HQIf 3
t+C2+14QN
3 1+QN+Q+I
3 140E+7+Q+1 3 1+Q+1+Q+1
3 I+C3+1+C3+1
3 - •,-:. -
.
61.WO
80.010
14C2+1+Q+I 3
1+Q+1+Q+1 3
HQN+Q+1
1+Q+14Q+f
3 14C7+1+03+1
3 14Q414t:a+t
J 11 uoCM7 3 I+QM+Q41
3 1+0+1+Q+1 1 1+W+1+tl+t
3 1+Q+1+CJ+7
J 1+CN/KA+1
3
4 Mro. Rl1LL, TYP.
EXAMPLE CLUSTER W/ OTY. OF (4) ANCHORS 06,
OIL=
I+CS+I+03+13
f+C2+14Q+1
3 1+0341+034/
3 I+C3+l+C3+1 4 I+CJ+I4C341
3 ++t Nf4t4+1
4
� ANCHORAQESPACINO XOX
lonrenwolBOrtwN3
W/NDOW IMPACT • '
Pueoz+am
N6NOX10.R3+04
IAd6y
ALUM. HORIZONTAL ROLLER • •
8t+mr —"47 4i1 ��� ALMMIWI:R PE
N75 S • 11 4127•t0 O vErmm
y�
y
FX
2/JBW
t SBw
MOtO
ANCHOR ANTMES,
XCI60XWINDOWS
TABLE
e
NOTES:
1. ANCHOR TYPES:
1-1/4-ELCOTAPCONS 2-IICELCOSS4CRETE-FLEX '3412 STEEL SCREWS(GS)
2 GLASS TYPES:
A5N8'IAMI-(tAY0..090, 1/B'A) FOR INSTALLATION IN THE HVL¢ABOVE 30
B. BHB'LAMI-(1M'AA80, Iff HS) FT, GLASS TYPES G-LSHALLHAVEA
C. 5110• LAMA. (1/8• HSA90, 1IB• HS) TEMPERED I.G. GLASS GIP. BOTH THE DP AND
O.7/1B'IAMI-(31IVA,.0W.311S•A) ANCHORGUALJTTYREMAINUNCHANGED.
E. iiirtI-WIS•A,.O9o, 3N0'H3)
F.7/18'LAMI-(3(16'HS,.090.3116'HS)
G.13/18'LAMI 10- 1/8' OR WIV A(MIN.). 5110. OR 3WSPACE, N10'LAM -(11B'A.OB0, 1/S'A)
H. 13(1S' LAMA IG - Ur OR 311S•A (MIN.). E118' OR 3WSPACE, SMS' LAW -018-AAA Iff HS)
1.13116•UUD 10- IIS• OR 3MV A(MIN.). 6118. OR WSPACE, 8H8'LAMI-(UB'HS,A90,/IS'KS)
J. 13I18- LAM' IG.1/B'OR 311V A(MIN.).3NS'OR 1/4'SPACE, 7118-LAMI-(3H0' AA90, 3HTA)
K. 13/1B' LAM] IS. US* OR 3I18'A (MIN.), 3HS-OR 114•SPACE, 7110-LAMI-(3118'0..09% 3110' HS)
L.13116-LAW 10. 1/0. OR 3MV A(MIN.), 3118' OR 1M' SPACE, 7/10'LAW -(3H8' HS,.090, 3110' HS)
3. WINDOWANCHOR OUAWITES ARE PERADJACENFTABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GOTO NEXT LARGER WINDOW IN TABLE.
HEAD 8 SILL• 10Ire MAIL ON EACH SIDE OF MEETING RAIL CENTERLINE.
1B 31C MAX. FROM CORNERS.
JAMBS: W MAX FROM CORNERS AND 22 IIr MAX O.C.
TABLE KEY: p
2+C1+2 3 ANCHOR QUANTITY PER JAMB
NEADANDSILLANCHORQUANRTIE9
pmumuRs
CENTERED ON THE MEETING RAIL
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED SECTION (7)
ANCHORS TOTAL AT HEAD AND SILL
(3• MIN. O.C. ANCHOR SPACING)
S31CMNL
1 -.( 1.-3- MIN.
S'REF. x
PROPURRkVISFD
n��.nsm.Raen
MTG. RAIL AaeplmmNo /(o•o L�
EXAMPLE CLUSTER W/ OTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE) nil
B314'M11 AX.
1 IrrTYP.
L 1--s•MIN
B'REF. X p .:
'�L - - -
EXAMPLE CLUSTER WI OTY. OF (4) ANCHORS,�,,`:�6 14 )6
ANCHORAGESPACINO OXANDXO W/NDOW9
ALUM, HORIZONTAL ROLLER WINDOW
6emr r+' —N ' ' ALYroINO1ERPA
wmo Nl8 10 • 11 N27-f0 O PPIG
CHO ANRTYPE
8 SUBSTRATE
GLA93
TYPES
A,B,G,H
I GLA99
TYPES C,D,E,F,I.AK
L
2,3, WOOD
$CONC
1, CONIC
2,3, WOOD
2, CONC
1, CONC
ZONES
ZONES
ZONES
ZONES
I ZONES
I ZONES
WINDOW 81�
V
Q
tIi
SSS ,6
'
fTi
S ,p
s�
u1 Si
22 ,S
,�
pad
Wi4
S ep
i
eS
N
,S
37.ODOx 38375
48.000
50.6Z
54.000
80.000
63.000
I+C2+1
2
1+C2+1
2
14C2+1
2
1+C2+1
2
1+C2+1
2
I+C2+12
1+C2+1
3
1+C2+1
3
1+02+1
3
1+02+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2N
3
1+(2N
3
1+02+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2M
3
1+C3+1
3
1+C2+1
3
1+02+1
3
1+03+1
3
1+C2+1
3
1+C2+1
3
1+0+1
3
4B.0D0x 38375
48000
50.825
54.000
MOM
B3000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+02+1
3
1+C2+1
3
1+C2+1
3
1+CZ+1
3
I+C2+1
3
1+C2+1
3
1+CZ+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+02+1
3
1+C3+1
3
1+C2N
3
1+C2+1
3
1+C3+1
3
14C2+1
3
I+C2+1
3
1+0+1
3
1+03+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+I
3
1+C3M
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2H
3
1+0+1
3
S3.125x 3IL375
48.000
SM625
54.000
60.000
63.000
14C2+1
2
1+C2+1
2
1+C2+1
2
I+C2+1
2
1+C2N
2
1+G2+1
2
1+02+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2N
3
1+C3H
3
1+C2+1
3
1+02+1
3
/+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+7
3
1+C3+1
3
1+03+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
4
1+C2+1
3
1+C3+1
3
1+C3+1
4 1
1+C2+1
3
1+M+l
3
1+03+1
4
1+C3+1
3
1+C4+1
3
1+C3+1
4 1
I+C3+11
3
1404+1
3
60.000x 3IL375
48.000
50628
54.000
SO000
81000
I+C2+1
3
I+C2+1
2
2+C2+2
2
1+02+1
3
1 1+C2+1
2
24C2+2
2
1+C2+1
3
1+C2+1
3
2+03+2
3
1+C2+1
9
1+02+1
3
2+C3+2
3
1+C3+1
3
1+C2+1
3
2+C3+2
3
1+03+1
3
1+C2+1
3
2+C3+2
3
1+C3+1
4
1+C2+1
3
2+C3+2
3
i+C341
4
1+C2+1
3
2+03+2
3
1+C3+1
4
I+C3+1
3
2+04+2
4
1+C3+1
4
1+C3+1
3
2+04+2
4
1+C9+1
4
1+C3+1
3
2+00+2
4
1+C3+1
4
1+C3+1
3
2+G)+2
4
68.0�x 3!<37b
48.000
50.625
S4000
SOODO
63.000
2+C2+2
3
1+C2+1
2
21C2+2
3
24C2+2
3
1+02+1
2
2402+2
3
2+C2+2
4
1+C2+1
3
2+C3+2
3
2+C2+2
4
1+C2+1
3
2+03+2
3
2+L3+2
4
1+C2+1
3
2+C3+2
3
2+C3+2
4
1+02+1
3
2+C3+2
3
2+C3+2
4
1+C2+1
3
2+C3+2
4
2+C3+2
4
1+C2+1
3
2+03+2
4
2+03+2
4
1+C3+1
3
2+04+2
4
2+C3+2
4
1+0+1
3
2+04+2
4
14C3+1
4
1+C3+1
3
2+04+2
4
2+C3+2
4
1+04+1
3
2+041+2
4
74.000x 36375
48000
5Q826
SCOW
SOL
S3.000
2+C2+2
3
2+C2+2
2
2+C2+2
3
2+C242
3
2+C2+2
2
2402+2
3
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+G3+2
4
2+02+2
3
2+0r2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2402+2
3
2+C3+2
4
2+C3+2
4
2+C3+2
3
2+CA+2
4
2+C3+2
4
2+C3+2
3
2+CA+2
4
2+C3+2
4
1+C3+1
3
2+04+2
4
2+C3+2
5
2+C3+2
3
MA
2+2
4
2+C3+2
4
1+C3+1
3
2+0442
4
2+C4+2
5
2+C3+2
4
2+C4+2
5
KVE:L@.K3aD
PAHAk
KOxOW&0.]Q!4
16'e
VW6b
FX
y�
7/1800
JJ.
S2L2M
1314' MIN. E.D. TYP. NOTES:
MIN. 3.4 KSI 2X WGOD SUCK' 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-OADE COUNTY APPROVED 1/4'ELOO
CONCRETE . • ��1-MIN. EDGE NOTE 3 1 SW TAPCONS EMSEDED 1 31S' MIN. OR 1/4' SS4 CRETE-FLEX EMBEOE013/4' MIN.. MINIMUM DISTANCE FROM
MIN. ANCHOR TO CONCRETE EDGE 131311'. FLATHEAD ANCHORS MUST BE 0I2 TRIMFlT HEAD.
:A• NOTE 1
1X WODD 2. FOR WOOD APPLICATIONS IN MUUAI-DAOE COUNTY, USE 612 STEEL SCREWS (GS) OR 1/4•SS4 CRETE•FLEX WITH
BUCK, 012 TRIMFIT HEAD.
NOTE 3
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
1/� 11w THAW 1 IM. 1R WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
MAX MAX. CMU. WOOD BUCKS DEPICTED AS 21 ARE I VY THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF
SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION
CONCRETE WOOD
ANCHOR, ANCHOR 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SMALL BE A MINIMUM STRENGTH OF 6683TSAND A MINIMUM
NOTE DETAIL NOTE DETAIL OF 116'THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
-- WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR h WOOD BUCKS. THEANCHORSMALLBEA
TYPICAL FLANGE FRAME HEAD SECTIONS 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IFTKESECMTER[AAREMET.TKE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORANCHORTYPE 2 MAYBE USED.
5�1 A4' 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THATCOME INTO CONTACT WITH OTHER
�, 1/4' MAIL SHIM �•I F— 11/4'MIN. DISSIMILAR MATERULLS SWILL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
I' MW I I 1/.S KSI CMU)
OR 2-U2• MIN. EMBEDMENT
PER NOTE 1
" (3A KSI CONCRETE)
WOOD i CONCRETE 1
ANCH ANCHOR, —f OR EXTERIOR INTERIOR
1 u i L4'
NOTE 2 'MIN. EDGE NOTE 1 ' .a'MIM E.D (HF�S SILL DETAILS A B, C, D�S H)
.:...: TYP. ^
2X WOOD BUCK, NOTE 3 1XWOODBUCKNOTE3 INTERIOR SEE NAILING
DETAIL E DETAIL F (JAMB DETAILS E, P A 1)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR
b
MN.EDGE
SWMIM
CONCRETE
WOOD
DETAIL H (HEAD)
ANCHOR
ANCHOR
NOTE 1
NOTE 2
IL
.131 DBL MIN. X 21YC NAIL
PRDDucrRlEVUm
AT CORNERS AND Y O.C.
>. P'mNTI4 �1m meFTaNX
TYPICALL DETAILS G, H S I.
d.amXCmX
A I6• 1Q'26o21
1/4'
114•
�w
MAX.
SHIM
MAX.
SHIM l
RY
J-
o MIN EDGE
Muvu
•
SEE
' •' .. '� •,•NOTE1
1 MIN. NAILING
1314'MIN.
'.
2.12'MIN. SEE NAILING
•'..:�' -
MIN. 3.4 KS
E.O.TYP.
I- MIN. 6bGE
CONCRETE
2x W00D
-
'
DETAI C DUCK,
DETAIL D 2• 1r MIN.
EMBED
NOTE
DETAIL G ( ILL) DETAIL I (JAMB)
•'- '
TYPICAL FLANGE FRAME SILL SECTIONS
TYPICAL INTEGRAL FIN FRAME SECTIONS
} a1 `, G 6 (�( I6 •� �'
P.n..
ANCHORAGEDETAILS
•��`?''• "<.;�"•:':_'.:-
.... • :::
'• •.
•` ` '% i•'.`:`''• • `"
"
wLYN�=Pc
tom reuP+oLaoroRne
N.VFHK8,Rf1Tl4
PD. BQX iCH
x4XOAPe.RamN
ALUM. HORIZONTAL ROLLER WMDOW, IMPACT
A _
wm4 HDII 1/ a 11 �tl4127.10 G
VLIbyBmr
y,
FX
7/1SD5
UJ.
.YI,Kq
SCANNED
BY
St. Lucie Counhi
MAW
DADE MIAMI-DADS 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) Nnnv.minmidnde.eav/eeonnmv
PGT Industries, Inc.
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 County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SH-700" Aluminum Single Hung Window —L.M.L
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets I
through I I of I I, dated 09/01/05, with revision F dated 05105/16, 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.
)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,
modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be. considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall because for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0519.08 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
U NOA No.16-0714.06
r7iaMtoa®utvry Q'j/LJf�.j Expiration Date: March26,2021
Approval Date: August 18, 2016
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOANo. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision F dated 05115116, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and -installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTtm spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and F1'L-8970, dated 11/16/15,
06/07/16 and 06102/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
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
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 0 7- 0322.06)
3. Test reports on: 1) Air Infiltration Test,.per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FT1-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
Manuel Per E.
Product Control Ea er
NOA No.16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 1& 2016
E-1
PGT Industries, Inc.
B. TESTS (coNTINmu)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTLA645, dated 08/11105, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOANo. 07-0322.06)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11105, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. OS 1018.01)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTIA947 and FTL4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted underNOANo.05-1018.01)
7. Test reports on:.1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL 4948 and FCL-4646, dated 08110105, both signed and sealed by
Edmundo Largaespada, P-E.
(Submitted under NOA No. OS-1018. 01)
ManuelP ei, .E.
Product Control toiner
NOA No.16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 18,2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5111
Edition (7014), dated 05/12/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
-1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA)
for their "Satiex Clear and Color Glass Interlayers" dated 06119114, expiring on
05/21/16.
2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12111/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.08)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.08)
3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FT1,
5063, issued by Fenestration Testing laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4649, FTLA723. FTL-4947,
FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No.15-0519.08, issued to PGT Industries for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and
expiring on 03/26/21.
Manuel Pe ez, q.E.
Product Control E am er
NOA No.16-0714.06
Expiration Date: March 26, 2021
Approval Date: August IS,2016
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1.GLAZING OPTIONS: (SEE DETAILS ON SHEET2)
A SILO' LAW GONSI§TING OF (2) UTES OF 11B' ANNEALED GLASS WITH A.080' KURARAY SUTACITEwPVB (BY KURARAY AMERICA, INC.)
OR.DW'SNFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
B. EHB'LAMICCNSMMG OF(I) LITE OF IVANNEALED GLASS AND (1) UTE OF IV HEAT STRENGTHENED GLASS WRHA
.OW KURAPAYBUTACREw PVB(BYKURARAYAMERICAWC.)OR.080'SAFLEXO PVBIMERLAYER(BYEAS7MANCHENCALCOLMMM
C. SN8'LAMI CONSISTING Og (2) UTE$ OF 108' HEAT STRENGTNENED GLASS WITH A
AW'KURARAYBUTACRE PVB(BY KURARAYAMERICA INC.)OR.CWSAFLE%w PVS INTERLAYERIBY EASTMAN CHEMICAL COMPANY)
D.7/IB'WSCONSISTING OF(2)UTESOF3115'ANNEALED GLASS WITHAA80' KUMMYBUTAC17E PVB(BY KUMMYAMERICA INC.)
OR.09V SAFLEXw PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 711V LAW CONSISTING OF (1) LIVE OF 3'18'ANNEALED GLASS AND 11) LITE OF WIW HEAT STRENGTHENED GLASS WITH A
.OBO' KURARAY BMACITEOPVB (BY KURARAY AMERICA INC.) OR.OWSAFLEXw PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F.711VLAMI CONSISTING OF(2)UTES OF 3NB' HEAT STRENGTHENED GLASS WITH A AV KURARAY BUTACITE wPVB(BY KURARAY AMERICA INC.)
OR Mr SAFLEe PVE INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
0. 13N8' LAMI IM (1) LITE OFF IB' TEMPERED GLASS, AN MR SPACE AND SHB' LAMI CONSISTING OF (2) LIVES OF Iff ANNEALED GLASS WITH A
AW' MRARAY BMACIVE PVS(BY KURARAY AMERICA INC.)OR.090'SAFLEXw PVB INTERLAYER (By EASTMAN CKEMICAI. COMPANY)
H. 1311$' LAMI IG:(1) LITE OF UV 3T;MPERODGLASS. AN AIR SPACE AND SII$' LAMI CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE
OF I/S' HEAT STRENGTHENED GLASS WITH A =7 KURARAY SUTACITEw PVD (BYKURARAY AMERICA. INC.)
ORA90'SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13H8' LAMI 10: (I)LRE OF IV TO ERED GLASS. ANAIR SPACE AND EHB' LAM) CONSSTWG OF (2) U1ES OF IV HEAT STRENGTHENED GLASS
WRH A.OBC KUAAMYBUTACRE PVE(BYKUMMYAMERICAINC)OR.080'SAFLUX PVBINTERLAYER(BYEASTMANCHEMICALCOMPANY)
J. 1311V LAMI IG:(1) LITE OF y$' TEMPERED GLASS. AN AIRSPACE AND 711W LAW CONSISTING OF (2) LRES OF 3110'ANNEALED GLASS WRIIA
.090`KURAILIYBMACRE PVB(BY KURARAY AMERICA. INC.) OR.OW SPFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K. 13118' LAMI M1(I) LITE OF IV TEMPERED GLASS, AN AIRSPACE AND 7NO' LAMI CONSISTING OF (1) LITE OF 3H8'ANNEALED GLASS AND (1) LITE
AT"A"S USEO
.AIL FLORIDA WLLOIYD G 2(FBDL SIN EDITION
.ASTY EINIOOB
.NSVAfSPA tA3]Otti011 YA)00(nNSTAUCDON
M W 105111 DE&ON NNAUL, MMQ010
•uewl000ma-m10
OF 3H8' HEAT STRENGTHENED GLASS WITH A.09V KURARAY BUTACRe PVB (BY KURARAYAMEMCA. INC.)
OR.OW'GOFLEe PVB INTERLAYER (BY EASTAMN CHEMICAL. COMPANY)
L 13110' LAMI 10,(1) LITE OF IV TENT REO GLASS, AN AIR SPACE AND 7H0' LAMI CONSISTING OF (2) LIVES OF SHE' HEAT STRENGTHENED GLASS
WITH AAW KURARAY BUTACITE PVB(By KURARAY AMERICA INC.)OR.DW'SAFLEXw PVB IMEPLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13/15'LMA 1& (1) LITE OF118-ANNEALED GLASS, AN AIR SPACEAND M18' LAMI CONSISTING OF (2) UTES OF VV ANNEALED GLASS WRHA
ABP KURARAY 13UTACIMPPVB(BY KURARAYAMEF9CA INC.)OR.QWSMLEXw PVB INLERLAYER(SYEASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS:'OX' (1/1, VIEW AND RADIUS TOP, ALLW/LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13W.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS PRODUCT, SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
B. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4845, FTL4646, FTL4647, IFT1.4546, FTL-1849. FT.4050, FTL4651, Fn4723, FR4557. FTL-MB AND FT45063.
ANSUAF$PA NDS FOR WOW CONSTRUCTION
ALUMINUM DESIGN MANUAL
S. SERIESPJODEL DESIGNATION SHIMS, ALSO REFERRED TO AS SHIM.
B. THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY
HURRICANE ZONE [4%%
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZABOVE 30 FT, ONLY G=NG OPTIONS WITH TEMPERED CAPS (OL)ARE ALLOWED.
NOA DRAWING MAP
GENERAL NOTES —...-I
GLAZINGDETAILS......_.2
DESIGN PRESSURES.......3
ELEVATION$ ......... _...... 4
VERT.SECTIONS............. $
NORM SECTIONS.._.-_ $
PART$ LL9T..........-._..: O
EXTRUSIONS ............. ... 7
CORNER DETAIL ....... ... 7
ANCHORAGE................... &II
xu nHm WAAb�m a..... AL NII 105
��'r^ Anyg ��� 4wt4 NTS 1 w /1 4040d'1 F FI P.E.468704
1R'NOM
GLASS SITE
eD,e1 DT ez
1rr NOR
GLASS BITE
HEAT STRENGTHENED GLASS
17NOM
GLASS BRE
7116' LAMINATED GLASS
VC NOM
GLASS SITE
Palto
Doewpaon
7
KoWE SPeWr9AWM
77
Dux SuperspaceranWth HPM.oB BuM
a
77
ouwN iumeol Spacer
74
Cadnal)7.Ea Spmer
GLASS
!LOY
aEXTERIOR INTERIOR
(ALLBECTIONS)
• KURARAYBUTACrm
PYBINTERLAYER
m
SPV EMJCALIAYER BY
lEASTMAN CHEMJCAL COMPANY
Ifd'ANNFJaED OR HEAT STRENGTHENED GLASS 3110-ANNEALED OR NEAT STRENGTHENED GLASS
Wl'0 LAMINATED 7N8'IAMINATED
AIRSPACE AIRSPACE
IV ANNEALED OR TEMPERED GLASS 13'TEMPERED GLASS
18/IS'NOM. 18HB'NOM. '
13116' LAMI IG GLASS W/ 5/16' LAM] 66,67,86 Gr 62 13/t6' LAMI IG GLASS W/ 7116' LAW 68,60 oral
KODISPACE SUPER DURASEAL® XL EDGE"'
'I '4SG TIPS �SPACERON)cr ' SPACER 'I SPACER
PaB9Nrem
NONPY9.RNTIN
2 • 11 1 40rd?D
NOTE
LAM]10 OUTBOARD
UTES MAY BE
UKTRADEOT07N18'
MTH NO CHANGE IN
DESIGN PRESSURE.
ON FLANGED
GLASS TYPE
STANDARDVIEW S RADIUS TOP FLANGE OR INTEGRAL FINWWDOWS WIHIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HBGHT
G7 GLASS TYPE 38710' 44• 80610' 63' I T3' I 7P
TABLE 2.
76•
48•
A,B.M
+B0.0
.80.0
1 +8DO
1 d0.0
1+80.0
d0.0
+80,0
410.0
+70.0
-70.0
+70.0
•70.0
+70.0
•70.0
60•
A,B,M
+00.0
d0.0
+80.0
d0.0
+30.0
4I0.0
+70.8
-799
+7LL0
-70.0
+70.0
-i0.0
+70.0
-70.0
6i
A,B,M
♦80.0
d0.0
+80.0
d6D
+60.0
d0.0
+78.8
-78.6
.70.0
•70.0
+65.0
d0.B
+67.6
47.0
93116'
1 A.B.M
+80.0
d0.0
+80.0
d0.0
+80.0
-60.0
476.0
-76.0
+880
d00
.ee.T
d0.7
+65.6
.05.3
UP TO 53 JMJ
C.D.E,F,O.HAJ,KL
I +30.0
1 .60.0
1 48D.11
.80.0
1 +80.01
d0.0
1 +60.0
1 d0.0
1 +70.01
-70.0
1 +70.0
-MO
+70.0
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS VI/HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW T IP•TO-TIP FRAME DIMENSIONS
WIKIKIW HEIGHT MINN BASH KOGHT (MA)L WINDOW HT. WI SASH. TV FLANGED ANDT6• INTEGRAL RN)
W1OTH OLABB TYPe 17118" 2211116• 283110• 33 Y4• 30 Y18" 447Y1B• 60316• OB WL"
67110" D,E.F,J,KL +80.0 d0.0 +80.0 d0.0 +80.0 d0.0 +B0.0 d0.0 +70.0 1.70.01470.01 •i0.0 +70.0 -70.0 +70.0 •70.0
GLASS TYPES:
TEST REPORTS TABLE 4.
A. 8I78' LAMI. UrA,.0901/B'A
FiLJe47 d84e 472J 4857
B. 6IIW LAW- 1/9'A.090,11WHB
FTIA847 4640
Q Shr LAMI- IlrHS,.M lrHS
Fn,4U7.4NS
D.?Ilr LAID- 10W.990, 311WA
FM14048.4M
E. THB'LAMI • 18'A.D80. Y1B'H9
FRJ816
F, 7H0-LAMI - 1TIL9 .O80, YIB-MS
FTI.4t
O. 1Y13' LAM) 10. lAr T, AIR SPACE. fifI V LAMI- 1!B'A,.080,1/B'A
FT44940. 4723
H.tY16•LAMI K6.110T, AIR SPACE. Sf16'LAMI- N6'A.000.IIWHS
FR4840
L 131B' LAM] 10. 118' T AIR SPACE, YIS' LAMI- 1f6'H9. 11THS
F L-4W
J.1Y16*%11G-1f6• T AIR SPACE. 7f18' IAMI- IW .O80, Y16•A
FTL4649.4BW
K.1Y78'UlMl IO-1f3'T, AIR SPACE. 7I78'LAMI -Y18' .080 3I70'HS
F71.484948SO 485E
L tY10' 1AM110.118' T AW SPACE, 711W LAMI- 1S'HS,.D90, 3116'KS
FTL/846.46M
M. 13118' LAMI 10. W& AIRSPACE, ONC LAMI .118'A,.0801/8'A
FTLSM
HIj MEETING RALL
I i SIH
MINUS
o
SASH
Hr,
MEETPJO RAIL
LIMBED TO A POSITIVE DEEIGN PRESSURE OF+e4.0 PSF OR LOWER AS SHOWN INTHE TABLES. NEGATIVEDESIGN
S BY DUCTING V FROM THE FLANGED TIP-TOMP FRAME DIMENSIONS.
T03VM UMMUM.
PAOQRI®
BDwuisnam4
.11 1 40Y0,20
P.E.
1/8• MAX FLANGED WIDTH
1A6 MAIL LF. WIDTH
D
X r �I :4
<S 1/4' MIHL
IENTDLO(A
DETAIL A
1/1
B.
DETAIL B
VIEW (STANDARD SASH)
6—,
I If.
HEI HT 6-1 HE
SEE DLO SEEDLO p
TABUS � I TABLE
NIL — 76
EMENDED
MEI M
���
SEE DLOTABLE X �// ( ASH SEE DLOTABLE X j SASH
HEIGHT HEIGHT
B
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. GEE SHEETS FOR VERTICAL AND HOR MONTAL SECTION DETAILS.
7. SEE SHEET 7 FOR CORNERDETAIL VIEWS.
A SEE SHEETS B THROUGH 11 FORANCHORAGE INFORMATION.
C. SASH HEIGHTS FOR STANDARD SASH WINDOWS PSTAILS BS C)ARE BASED ON ATHREE OVERTWO FORMAT.
C-1
vaoounRavtsm
usmlyAwelID O,FNIm
neawi.eev Mal
'017_j�__
u 7DZ1
6'
�� w.um. ouruw nwry rnrw�rr nn�nw �
vAx aim lZl* A LYNN U�1LtIER, P.E.
�x AVMxs 11 m000 AIiS 4 • 11 400d10 F FL REA 56705
NOTE MUM) SWEEP LATCH AT VENT CENfERUNE OR
OPTIONAL BOTTOM LOCKS.(1)•' FROM EACHSIDE OF I
__ iMAXVENTDAYLIGHTOPENING—
OUTSIDE
n.-
�III'
HIGHSU �� u LOWSILL HEAD
•o,omaalm� 12rFy 8mn anoo Hetl 1 5 +
WIUwD���utmmsPWM�
R16.0 4,06 1
R> QM
HEM
Dwas
LIFSmvm
PGf0
1
4002A
FUWGEFRAMEHEPD
812225
2
1150
as X1.00 WAD PN.SMS
TSIPOA
3
4CO3C
FL MFRAMES&L OWSILL
AOHEBNEOPE'C..' FOAMPAD
612220
5
1625
7PAD1026
B
7
4m4
4025
FLANGE FRAME JAM
SASHSMIP
612227
8f27A1
8
4020
SASH STOP GRE55)1.126 LONG
612244
0
402D
SPIRAL BALANCE 3W. 613. OR 1111W
to
10M
BALANCE COVER. 3/8.OR BB'
59ALCVROIO
11
OB X.760 PH.PN.S65
7834AA
12
MANCE0OTTOMBRACKET
7BALTBKT
13
1DB6TIDB
SASH TOP WIDE
42604
15
OB X I PHBLIPS FLAT HEAD S. SR
1BXIFPAX
1B
1080.1
BALANCE COVER 11/1B'
BBACVR570
17
4053
SASH STOP COVER
64053
1a
402c•1
SASH BRACKET
7ULBRKT
1B
ne0 MLEC,PH.FH.TYPEFS. BR
7832M2FPFX
21
4054C
FD£D LBIETING RAM
BM54C
23
4006C
SASH TOP RAA
"ace
26
1235
VHM-170X 210 BACK FOJ SEAL
87SleG
28
loco
SWEEP LATCH
7108(I
27
lcio
OB%ffiSPH. FL 64G
7058
28
4007
SASHB07TOMRM OW64L
012270
30
1226
VNSTP. BULB VINYL
BTP24B
31
400B
SASH SIDE RAIL
612231
N
7268
SASHFACEGUIOE
t7b01
35
36
/822
1052
LAM SETTING BLOCK313rX25M'X V
LAO t0 SEMNO BLOCK I'X3WX lM'
71822K
71052K
37
I224
MNYL GLAZ BEAD BULB IC
07W147WJL
9B
1226
MNYLGIALBEAD BULB
UTWJ4UK
41
40398
GLAZING BEAD 1716 LAM GLASS.
M03VU
42
44
4044B
4222A
GLAZING BEAD, 6NB LAM W70RILL KIT
GLAZING READ, INN AVI
O44703
BI722
46
0960
GlAMG BEAD 7N6' LAIR WGRILL KIT
6085
40
4087
GLAZIKO BEA0.13H8'LN9Lli.
e4057
47
4071A
LF.HEAD
61071
40
4072A
FRAME.LF.LOWSILL
64072
40
4073A
FRAME.LF. HIGH SILL
04073
50
4074B
FRM$1.F.JAVB
M074
62
el
4000
7088
SLLL LATCH DRESS OWBRL
9PRIN SILL LATCX GAE69
764009
75PRNO
64
2740
SILL LATCH(EGRESS)IGH SILL
02740
85
1014
SCREENFRAME OR.SVEA.
610114
65
1030
SCREEN CORNERKEYMOINGS
71WO
67
SB
1831
1073
SCREEN LOANER KEYVBOUTRWG9
SCREIiN SPHING
71831
7CASP
60
1824
SCREEN SPLINE-.13501AF
81024K
PA.6QX,m
XO•'.O,O.b0.Ml4
fIEM
6Wm
DESCRIPTION — -- -
PWO
SO
1035
SCREENSPLINE•.1MMHARD
81635K
67
ISCREENCLOTH
aisle
(
605
GLAZING CHARNEL A09%.500
6533402
a
11B7
INXIMOPH.BUGLEMK
706141
W
GLAZINGTAPE 7HOX7Q-7Na LAM
020"510
8B
40SIA
SASH S=M RNL IGH SILL
0/051
88
4050A
IFLANGE FRAME SILL HIGH SILL
M050
70
ISIECONF DOWB89,005 OR EQUIV.
SO
A GLASS, SXB' LANJ.IB'A.0B0 PVS.IB'
01
B. GLASS, 5110' LAW.11MODD PVS,iBT1S
AZ
C. GLASS. 5110'LA`AL WHS.090 PW.IB•HS
83
D. GLASS. 7A0'IAVd. 1B'A.080 FVB,1B'
B4
EGLASS. 7N6-LAAM IM-MOD PVDAMN
85
F.GLAS9.7R5'LAW. 1B91S,A80 P AM111
BB
G.GLASS. 13118'LAMJ 10: 7BV, AR SPACE SXB' I.M. 1B'A060 MAIM
87
H. GLASS. 13116" LAW IG IB'F. AR SME,5116' IAW.116' 000 PVB,iB1(
88
I.GIAGS iLta'IAWI •1BR.NP SPACE 6N8' LAND IB�IS..O20 PVB.IM'He
BB
J. GLA5913118'LA69 '1B'7,NRBPACE7N0'LAW. B'MBOPVB B'
B0
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01
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I+-27
1
47 FRAME. I.F. HEAD
n4m1a eDesTe
48 FRAME, I.F. LOW SILL
04072a SD03•TO
50 FRAME, V. JAMB
040748, W63-76
(USEOASRADOISTOPHEAD) _�.•.� 6 .
4040,20
k m y O O O �+
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ANCHORAGE NOTES:
ANCHOR
OUANTIfUE3
FOR
111 FLANGED
WINDOWS
TABLE 6
1. ANCHORTYPES: I-IMELOOTAPCONS
MMOW
HEIGHT
SUBSTRATE:
2- /N-ELCO SS4 CRETE-FIEX
3.012SCREWS
29.603
1 34.603
40.603
1
48.603
62803
511603
84.603
76.0DO
p
mQQ
U
Z
U
Zmpp
p
u
Z�Zm
mU
u
p
u
U
p
U
ZZp,Zm
U
p
U
Z�Zm
U
p
u
u
Zm
p
u
Z�Zm
U
p
U
Z�pZo
U
HOR TVPE:
2 ANCHOR LOCATIONS ARE BASED ON THE
WMOWj
34
GTT�PE
N$m
V'8N5
UNg�U
pZp�2pm
8Ng�U
BNRy�U
UNgNU'U
ppT
NgmV
UNgNU
U
DIMENSIONS.
FROM
WIDTH
HEADFOLL-11AING 8W TOP CORNERS
JAMBS- 171/Y MAX FROM TOP CORNERS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1,..1
C,D,E,F,G,
1
1
1
1
1
1
1
IV MAIL FROM BOTTOM CORNERS
K4J,KL
1 2
,__,
1 1
1 1
1 2
1 1
1 2
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
2 2
2 2
2 3
2 2
3 3
MAX �B
19.126
sill-MlGIORNOWTREQUIRED
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
ABM
1
1 2
Ili
1 1
1 2
1 1
1 2
2 2
Ili
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
2 2
2 2
2 3
2 2
3 3
3. INSTALL PER THE ADJACENT TABLE ANCHOR
USING THE DIMENSIONAL CRRERIAOF
1.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
D.D,E.F.G,
NOTE
KI.J,KL
1 2
1 1
1 2
1 2
1 1
1 2
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 3
2 2
2
2 2 3
2 2
2 3
3 3
2 2
3 3
1
1
1
1
1
74.000
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
AB,M
FIMIGFO WMDOWS. INTEGRU FIN DIMENSIONS
12
Ill
111212111212221222222222222222232222232223332233
ARE 1-LESS.
S. DESIGN PRESSURE LIMITATIONS•
C,D,E,F,G,
1
1 .
1
,.1_
1 _
_ 1.,
.1
1
1
1
1
1
1
1
1
2,
. 1 .
1_
2
1
, 1
2_
1
_ 1,
KI.AKL
112
1 2
212
2 3
1 2
2 2
2 3
1 2
2 3
2 3
2 2
2 3
2 3
2 2
2 3
3 3
2 2
3
3 3 4
3 2
3 3
3 4
3 3
4 4
6OEBLOCKSOFTHEADJACENTTABLEWIDIA
3200D
1
1
1
1
1
1
BOLD RALICRED VALUE ABOVE THEM, INDICATE
AB,M
..
1I2
. _
Ili
2 2
..
2 3
...
1 2
. .....
2 2
2 3
....
Ili
2 3
:. .
2 3
2 2
2 3
........
2 3
2 2
.. ..
2 3
__
3 3
__.
2 2
_.--
3 3
3 4
.. ....
3 2
..
3 3
3 4
313
..
4 4
MAXIMUM DESIGN PRESSURE WITH THE OU611M
OF ANCHORS SHOWN W BOLD. OTHERWISE, THE
MAXIMUM DESIGN
C,D,E,F,G,
1
1
1
7
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
K4J,KL
221222231223232223232223232323342333343334363344svam
aegis
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
�'�
ANO ONSB TYPEG
221222231
2232322
23232I22323
23233423
3934
313
34
363344
AVAN1BlE.
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
KIJ,KL
2212222322282322232323232d
2333342334363334463344
2
2
2
2
2
2
2
2
'2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
AB.M
2 2
1 2
2I2
2 3
2 2
2 3
2 3
2�2
2 3
2 3
2I3
2 3
2i4
2 3
3 3
3 4
2 3
3 4
315
3I3
3 4
4161313
4 4
TABLE KEY:
PSF
79
C,D.E,F,G,
2_
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2.
2
2
2
44.000
H,IJ.KL
2 2
2 2
2 2
2 3
2 2
2 3
2 3
2 2
3 3
2 4
2 3
3 3
3 4
2 3
3 3
3 4
2 3
3 d
3 5
3 3
3 4
4 6
3 4
4 6
MAX PSF
(DP LW0TMA 118 moounRsvlsm
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
qB,M
2 2
212
.2
2 2
213
212
2I3
2 3
212
3 3
2 4
2 3
313
314
211
313
3 4
2 3
3141
SIB
3 3
3I4
415
3 4
415.
�.I.P.rna.mw
��VE 223 Oo�m %OL,
mrG. R� �02J
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
,IAMB BELOW D tmml
46.000
KLJ,KL
2222
2223222334
233
3342334
3421334
3633
34363
34646346
6
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2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
AB,M
2221222232I22I33i42I3:22
3I42�3343�4233436333I43I63346463I466
(FIAT DP) Irunn.
HEAD ,•s!1 7WP7 .'�.
PSF
M
79
.,2
JM103 ABOVE 2 3 ::53.125
C,D,E,F.G,
2
22
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
HIJ,KI
222I223222
N21-2
33423434
23
34
3I433
34
36334446
344I64834
66G•"
JANIS BELOWA9,M222223222334233(43423343I4333436334446334I64834d6
2
22
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
3
romreOwoLocracvs
ANCHORAGE SPACING 1/1 WINDOWS
;+;. F<r,:i•:�`.%
N VExG.0.iC1G
rnOw l>m Lam.
�R=. il.136 Hr�
ALUM. SINGLEHUNG WINDOW_ IMPACT
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ALY�1K11LL�0. P.E
FL P.E.0 W705
urr. a..
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4000+20
F
FX
a.s
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)
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE B.
WINDOW HEIGHT
SUS6TRA
28.05E
1
37.15E
1
44.85E
1
52.15E
1
58.85E
1
67.155
1
74,665
1
76.000
ANCHORTYPE.
po^n
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U
o
a
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a
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WIDTH
TYPE
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1
1
1
1
1
1
1
7
1
1
1
f1112
1
1
1
1
1
1
1
1
f
1
1
1
HUKL
111111222f
222241222222222222222t2222322232322232
18.125
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
/
1
1
1-.
1
Ab.M
111111222122224122222222222222222222322232322232
PSF
78
QgE,F,Q
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
HUKL
1f
ill
ill
2z
1122222222222222221232322232322232322232
f
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
AB74
111
I f
1f
i1211a2222122222222222223232
z23232223232a232
PSF
56
77
5.E,F.Q
1
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1
1
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1 ..
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1
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1
1
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32.000
HI,JKL
f 1111f
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2222122322a2332233333233332233433243439x43
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1
1
1
1
1
1
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1
1
2
1
1
2
1
1
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1
1
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1
1
1
1
1
A,B,M
1111f122222229222233aa3333323931322334133xq
3433243
PSF
58
67
7B
c,D,EF.o,
I
1
1
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2....
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37,000
HI,J,N,L
111
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3
.
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322
333
3334
33
332
3 343324
34
4
3243
1
1
1
x
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
ABA7
f 1ill
f 1122221223222133322
333
3334133332
33A
3324
3414
3243
PSF
65
78
02
7B
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2
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2
2
2-
2
2
2
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2
2
2
2
2
2
2
2
4000E
H.kJ,K,L
1111111223
.2.
22
2 32
.,2
233
3l'322
3 34
3334344
a33
3 34
344
3 363
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
A.B.M
1 1
1 1
1 1
2 2
212
2I2
213
21x
313
313
2 a
3 3
413
3 9
4 3
414
3 3
d 3
4 4
3 3
SI3
PSF
48
78
158
791
78
gO.E.F,O.
1
2
x
2
2
•2
2
2_
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2
2
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2
2
z
2
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2
2
2
z
2
2
44.000
HAJ.KL
I I
I I
f f
22
223
322
33342335
44
3343443343443
34
344
3344
3
2
2
2
2
2
2.
2
2
2
a
2
2
2
2
2
2
2
1
z
2
A,B,M
f 1
f 1
IT
2 2
1 2
3 3
2 2
3 3
31412131313
4 4
3 3
413
4141312314213
4 4
313
413
414
313
514
PSF
46
74
61
78
78
C.D.E.F.D.
2
2
2
2
x
2
2
2
2
2
2
3
2
2
2
2
2
3
2
2
3
2
2
48.CDO
H,µKL
11ff11221x
J-2F2
332233314333344334144433444443544441354
2
2
2
2
1
A,B74
11f
222135223334333344334144431344444354444354
7B
78C.D.E.F.G•
2
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
3
2
3
3
2
353.12E
HI,I,KI
11111
f
2212333
33
344334444
33444143
3
44
S 54354
5 S
4 354
2
2
II
2
2
2
3
2
2
3
2
3
3
2
3
3
2
2
3
2
3
3
2
3
ARM
11
f 1112
a
212223
3333!344'3341444
334144%3
3
414
644
35
4
544354
PABAw tIA
AOKaIa(rtamR
1. ANCHORTYPES: 1-U4-ELCOTAPCONS
2.114- ELOO SS4 CRETE-FLEX
3.0126CPZM
2. ANCHOR LOCATIONS ARE BASED ON THE
FCLLOWING DIMENSIONS.
HEM -1S 17Y MAIL FROM TOP CORNERS
JANJL4-171? MAIL FROM TOP CORNERS
1S MAX FROM BOROM CORNERS
WMAIL BELOW INTO. RAIL
ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENTTABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
RANGED WINDOWS. INTEGRAL FINDIMENSION6
ARE P LESS.
R7:N�:1aAy1
TABLE KEY:
1P L0WTED7 117 Hn��� �,
WS ABOVE 333 APoml Id:$21
MTG. RAIL
,IAIV®BELOW Mi rmAn
MTG. RAIL
w23aeovE z z
-
Mra
.IAMB BELOW
;_
Mrc.RAa
y 6 ••
" `•?i:ml;.'ay';
A LYNN MILLER, P.E.
FI.P.Ejulas
mw VIEW
IMPACT
4a40.2D
F
ANCHOROUANTITIES
ABOVE MEETING RAIL MEAD
BJAMB9
WINDOW HEIGHTMIUSASH
CUSTOM
FLANGED
mum
WINDOW
HEIGHT
FROMTABLE
8.
MINUS SASH HEIGHT TABLET.
SUBSTRATE:
17.12E
22.BBB
W.211
33.761
3B1B8
OI.WS
b0.3B2-
65.026
ANCHOR TYPE:
O
NDQ^$^o
5
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U
0
O
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d
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qAq
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TYPE
19.125
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i
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
1
3
1
3
Z4.000
O,KL,J,
1
1
1
1
7
1
1
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1
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1_
2
1,
2
1
2
1
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1,_
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1
2
1..,1
3
3
1..,..3..
2
3
3
2
3
3
S
3
9
3
4
now
ILL
ILL1
1
1
7
1
1
1
R
1
2
1
2
2
3
1
2
1
3
2
3
1
3
1
37
1
1
7
1
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1
4
1
2
1
4
1
4
1
30
1
1
6
1
3
1
6
PSF
79
37.000
O.E.F,J,
KL
7
1
1
1
1
7
2
2
1
2
2
2
2
9
1
2
2
3
2
9
1
3
2
4
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9
7
3
2
3
2
4
1
3
2
0
2
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1
4
2
6
2
6
1
4
2
8
PSF
78
7B
71
TB
ODOOp
D.E,F,J,
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x
7
2
1
2
1
2
2
2
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2
3
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3
2
4
2
3
2
4
2
4
2
3
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4
2
3
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6
2
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2
4
2
8
2
6
2
4
.2,
6
PSF
70
1
1 78
79
1
1 77
1 79
78
1 79
44.ODO
O.E,FA
K.L
2
1
2
1
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
4
2
4
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4
2
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78
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79
79
76
40.000
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9
2
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9
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2
6
2
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PSF
79
L641
74
SS
77
SS
68
63.126
D,E,F,A
ISL
2
2
2
2
2
2
7
2
3
A.
3
4
2
4
3
<
3
8
2
4
3
b
9
6
2
B
3
9
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2
6
3
7
9
8
2
1 6
9
1 7
'1
1
1
2
2
2
7
e
ANCHOROUANTRIES AT JAM89 BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLES.
SASHHE IT
SUBSTRATE
12.776
i6.776
18.7770
21.776
24.776
30.778
HORTYPMDOWEri
WD)TH
'.
^3N
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MIXOmM. 4
1. ANCHORTYPES: 1.114'ELWTAPGONB ,
2.114• ELCOSS4 CRETE-FLEX
3-012SCREWS
2. ANCHOR LOCATIONS ARE BASSOON THE FOLLOWING
DIMENSIONS:
HEAD- 181? MAIL FROM CORNERS
JAM&9. 1710 MA)L FROM TOP CORNERS
111R' MAXASOVE THE MEETING RAIL
B' MAX BELOW MTO. RAIL
AND TABLE B. FOR BELOW.
FOR CUSTOM VIEW
S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1-LESS.
B. DESIGN PRESSURE LIMITATIONS:
SIZE BLCCK6 OF THE ADJACENT TABLE WITH ASOLD
ITALICIZED VALUE ABOVE THEM, INDICATE AMASMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN SOLD. OTHERWISE. THE MMMUM DESIGN
GLASS TYPE IS
AVAILABLE
TABLE 7. KEY:
MAX. PSF
fDP INRTED) 112
HEAD 2
JANS ABOVE 2
NBG. RAIL
(FULL DP)
HEAD 2
JAMB ABOVE d
mopuL•rRenslm
MTG. RA.
mam"''mr'�"'me'Nmu.Fmm
A`�fOON'm •O pp(�
7D21
TABLE 8. KEY:
n2uam Dom.,
MAX. PSF
(DP LWQTED) 112
...uim
JAMB BELOW 2
MTG. RAG.
o . ..
DP
JA%9 BELOWL2
WG. RAIL
;�.... •,:;!
TOM V/EW
NOTES:
( EMERIO INTERIOR 1. FOR CONCRETE APPLICATIONS W MIAMI-DADE COUNTY, USE ONLY MIAMFOADE COUNTY
ALL HEAD AND SILL DETAILS) WOOD ANCHOR APPROVED IN' ELCO TAPCONS OR IN•SS4 CRETE-FLEX MINIMUM DISTANCE FROM
fAl4•MIN.EDOE (SEE NOTE263) ANCHOR TO CONCRETE EDGE IS I3'4'.
CONCRETEANCHOR ffiWGOOBU14)
2. FOR WOOD APPLICATIONS IN MIAMFOADE COUNTY, USE 012 STEEL SCREWS(G2) OR
(SEE NOTE I A 3) (SEE NOTt'MIR EDGE 114' SS4 CRETE-FLEX
3 FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS.
2.35 K31 MIN. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE
CONCRETE �•�Fi:, 4',. 1313• MIN., 114-TAPCON TOTAL THICKNESS IS LESS THAN 1117. It WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
•! M1]14' MIN., 14•CRETE-FLEX 1W INSTALLED DIRECTLY TO SOLID CONCRETE ORCMU. WOOD BUCKS DEPICTEDAS 2x ARE
'� � 1VYTHICKORGREATEFL INSTALLATION TOTHE SUBSTRATE OF WGOD BUCKS TO BE
OPTIONALIx MIN. _.._..._ ___ _.__.___ __ •_•__.-�.._........................... ...e,e..,,..,�.,
�1
IN-
MAX
t_
tw'
MAX
SKIM
DETAIL A
SH24
DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
+�{ t 1w•
4.^I %U.,N�•�
—{ 132•
114'MAX SHIM I•—�NI
'INEDGE
t'MN
7 CONCRETEANCHOR.
PH BELOW MEETING
RAIL (SEE NOTE 163)
325 KSI MIN. CONCRETE
OR 1.3 KSI MIN. CMU
LIABUCK OPTIONALWITH SOLID CONCRETE L2
OR CMU SUBSTRATE (SEE NOTE 4) (E
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114' --4 1-•6'S•MIN.
DETAIL F, (HEAD)
u x2lWML,
AT CORNERS
AND W O.C.
DETAIL E. (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
RAIL. (SEE NOTE 263)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
BUCK
BU
.131-DLA MIN.
x 2Ifr NAIL.
ATCORNERS
AND W O.Q.
FJa�e$x IF2o
n7sn4
THAT COME INTO CONTACT
1EMENTS OF FED CURRENT.
FRn11Ut?RBVIs30
mmcPTWwlmme2bBc
EDGE AaaPam�NoT •Q 14.C(
typ:mimOu ?OLI
0
Auw.I rlomn
RAMS
----2.1R' EMBEDMENT
DETAIL G. (SILL)
WCHORAGE DETAILS
!UM. SINGLE HUNG WINDOW IMPAC
cKio4 N79 11 • ff 404040
61Y�f6
A. LYMI
FL P.E.O 68705