HomeMy WebLinkAboutNOASCANNED
BY
MIAMI-MDADESt, Lucie County
MIAMI'DADE MIAMI-DADE COUNTY
o 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) www.miamidade.gov/economy
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 Le used in Miami Dade County and other areas where allowed by the Authority
Havdng,Jurisdiction (AM).
1�ais TdA si;.all not b'c: i7d4d after the expiration date stated below. The Miami —Dade County Product
y�ot;trol°Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
itr...:�;
tl.e ,r} 1 to have tins product oc, material tested for quality assurance purposes. If this product or material
failsitp;perform in the accepted Tanner, the manufacturer will incur the expense of such testing and the AHD
quays nnmediately revoke, moc;Cy, or suspend the use of such product or material within their jurisdiction.
R tE'JZ rteserves the right to revo}.;: this acceptance, if it is determined by Miami —Dade County Product Control
$ect"u'that this product nr., at s to' meet t e requee the applicable building code.
This product is a oved as dscribed herein, and has been designed y w e Florida Building
C1ode',1;ell i a High Velocity Hurricane Zone:
DESCRIPTI :Series "SH' 100" Aluminum Single Hung Rindoor —L.M.I.
7AL DOC�N
1 of 11„dated 09.
Anthony Lynn Mi
Of F ,ceptance
IMPACT T
NG: Each unit
ies, and following
No. 4040-20, titled "Alum. Single
bearing the
and expiration r
County
Large and Small Missile Impact Resistant.
at a permanent label with the matMlacturer's
Impact", sheets 1
manufacturer, signed and
ntrol Revision stamp with
'rbduct Control Section.
or logo, city, stt•te,
T'. unless othern;ise
O,E1�E*AL of this NOA shall be considered after a renewal application has been filed and there has boen
noo7change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA avill occur after the expiration date or if there has been a revision or change
m the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of`aoy rfroduct; for sales, adveI11ising or any other purposes shall automatically terminate this NOA. Failure
td,1c'o'ro,ply with any section of this NOA shall be cause for termination and removal of NOA.
AIJ VERTISEMENT: The _VOA number preceded by the words Miami -Dade County, Florida, and
�ol!p- �,
lowiied by ttt-,. expiration 3atelmay be displayed in advertising literature. If any portion of the NOA is
d splaj)ed, then it shall be done in", its entirety.
WSE.ECTION: A, copy ofPKb 3 entire NOA shall be provided to the user by the manufacturer or its
distill wars and shall be availa6W:for inspection at the job site at the request of the Building Official.
Tliis5,1V0tt'revises NOA# 16-0114.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
w-,IPas.hp.proval document mentioned above. /.
Abmttted documentation was reviewed by Manuel Perez, P.E.
0" ;
—-
1 NOA No. 17-0630.08
Expiration Date: March26,2021
Approval Date: November 30, 2017
Page 1
1(
PGT Sndustries. Ind:'
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A.,,l h,> DRAWfNGS
J.. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
., Drawing No 4046-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09101/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
I, '-TESTS
1 Test reports on: 4) Uniform Static Air Pressure Test,.Loading per FBC, TAS 202-94
kw 2) Large Missile Impact Test per FBC, TAS 201-94
^) 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
1 spacer system,•E6 eO spacer system, Super Spacer® NXTTM spacer system and XL
jr EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
"i Inc" Test' Rep8its No. 'FTL-8717, FTL-8968. and FTL-8970, dated 11116115,
66/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. i
'(Submitted under previous NOA No.16-0714.06)
2. Test reports on:-.i) Air Infiltration Test, per FBC, TAS 202-94 - -
#r;`, 2) Uniform Static Air Pressure Tesf Loading per FBC TAS 202-94
:•� a ,: �, 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 tnark6d-up drawings and installation diagram of an aluminum single hung
window, with-fid frame, prepared by Fenestration Testing Laboratory, Inc., Test
! Report No.'FTL:4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
` 1 '' ' '> (Submitted tinder, NOA No. 07-032Z 06) i,
3.' Test reports on:. ) Air Infiltration Test, per FBC, TAS 202-94
,; . ,- ;•^ 7) 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. FTIL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by EdnYundo Largaespada P.E.
(Submitted unde NOA Na. 07-0322.06)
r
Manuel erez P.E.
3:• Product Contro Ex iuer
" NOA No.-0630.08
i�•�P,tj''�i, ,
E-1
,l� Expiration Date: March 26, 2021
Approval Date: November 30, 2017
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 fn'frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FT-L-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5_ Test reports ori: 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
`t window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
ly> [ Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively,
1 4. both signed and sealed by Edmundo Largaespada, P.E.
1 (Submitted under NOA No. 05-1018.01)
6. 'Test reports on:'k) 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 -
, }l A) 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.E .2.1, TAS 202-94
along with marled -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Tsting Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05; both signed and sealed by
Edmundo Largaespada, P.E.
l " (Submitted undei-NOA No. 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) Cyclie Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagrlam of an aluminum single hung
window, with fin' frame; prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10%05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.&
_ (Submitted•underNOA No. 05-1018.01)
• an el ere P.E.
Product Contr 1 Exa riner
NOA No. 7- '30.08
Expiration Date: March 26, 2021
'%Approval Date: November30,2017
E-2
PGT Industries, Inc.
NOTICE' OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5te
Edition (2014) and FBC 61 Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn j\tiller, P.E.
2. Glazing complies with ASTM E1300-04
D. gUALITY ASSURANCE
FL':-=-'.1:-. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
-i 1. Notice of Acceptance No. 15-1201.11 issued to Eusfman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
r 2: Notice of Acceptance No.46-1117.01 issued to Kuraray America, Inc. for their
ti "TrosifolS €At6iclear, Clear and Color PVB Glas"s Interlayers" dated 01/19/17,
expiring on 07/48/19.
F. STATEMENTS
1 ` ' Staterent lette,16f with FI, conformance, complying 5'h Edition (2014) and FB i
- -- 0 Edition (10. 0), dated June 22, 2017, issued by ,eanufacturer, signed and sealed by
Anthony Lyma 1�Iiller, P.E.
Statement leitcrof no financial interest, dated June 22; 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. V.11,4957, FTL-4958 and FTL-
5063, issued 63, F enestration Testing Laboratory, Inc., dated 10/03/06, signed and s
)'- sealed by Edrn4do Largaespada, P.E.
d (Submitted underNOANo. 07-0322.06)
4. Lacoratory compliance letter for Test Reports No. VYL-4646, FTL-4647, FTL- 4648,
%FTL-4649, FTL-'4650, and. FTL-4723, issued by Fenestration Testing Laboratory,
t Inc., dated 08/1 f1/C5, signed and sealed by Edmundo Largaespada, P.E.
(Submitted uiiderNOANo. 05-1018.01) "t
5: Proposal No. 10125 issued by the Product Control Section, dated March 09, 201611
signed by Ishaq Chanda, P.E.
(Submittedue filer previous NOA No.16-0714.06)
G. OTHERS,
1. Notice of Acceptance No. 16-0714.06, issued to PG" Industries, Inc, for their Series
"SI1-700" Aliuninum Single Hung Window - L.M.I.;'approved on 08/18/16 and
expiring on 03/2�/21.
acro
r z, P,.E.
_" Product Co aminer
NOA-0630.08
.:'• Expiration Date: March 26, 2021
.Approval Date: November 30, 2017
` E-3
r2
' la
'
- iit
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS - CODES ISTANDARDS USED:
•201] FLORIDA BVILOING CODE IFBC), 6TH EDITION
C •2014 FLORIOA BUILDING CODE (FBC).STHEomo
GLAZING OPTI SEE DETAILS ON SHEET 2) 1 j : -i. -A=Evao44 -
• ...11 _:1 •ANSVAFSPA NDSi015 FOR W000 CONSlRUCT10N
,F A.'5176'LAMICTING OF (2)11TES'6F fla FMNEACE0GLA6$WfFHiA O80 :KURARAY TR0SFQL jPVs(BY KURARAY-AMERIGA, INC).ml L 1. I •ALUMINUM GESGN MANUAL. ADM-1015
R±B9 F"LE%PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) n •. •SI MS
C 6ID0.12
d H"AtB 3T(E'Lr' MI CONSI571NGOp(AjLITE�P.i/B".ANNEAiEO GLAS6 AN0. 1)LITEAF-0IB'HEAT.STRENGTNENEl1GLAS5.WITHA_ I •AI350-tD
al GQ.b90'K11�1iL�Y:TROS'IFbLPVB(BYXURARAVxAMERICA:INC.)ORI:0906AFL£X"''PVH IN_TERLAVER(BV EASTMAN CHEMICAGCOMPANV) ;r""Ii ='•' =.. ;,;-'!'}'" "'
++ '°T`C(5116'LAMI CONSISTING OF(2)UTES OF I/B'MEAT STRENGTHENED GLASB WITHA i'_ NOA DRAWING MAP
.090"KNRARAY TROSIFOL ePVB(BV KURARAY AMERICA,INCJ OR.090"SAFLEX° PVB INTERLAYER (BV EABTMAN CHEMICAL COMPANY)
D. 7178' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A.090" KURARAY TROSIFOL° PVB (BV KURARAY AMERICA INC.)
OR .090' SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E..090-KAMICONSISTINFOF(1VB (BY
AMERICA.
MERIAND(1) LRE OF 3116'HEAT STRENGTHENED GLASS WITHA
.090' KURARAN CONSISTING
°PVB TE KURARAY F3116-EAT STRENGTHENED
ORED G SPACE%° PVB IMERLAYER (BY EASTMAN C (BY KUL COMPANY)
F. 7116' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL °PVB (01' KURARAY AMERICA, INC.)
OR.090' SAFLEX °PVB INTERLAYER (BY.EASTMAN CHEMICAL COMPANY)
G. 13116' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
.NO- TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLE%° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13/16- LAM[ IG: (1) LITE OF 118- TEMPERED GLASS, AN AIR SPACE AND 5/16- LAM] CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE
OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) -
ORO90'SAFLEC`PVB INFERLAYER(BY EASTMAN CHEMICAL COMPANY) '
1.1-3/16'LAMI IG:(1)LITECF IA'•TFMPQFED•GLA3S, ?N AIR SPACE AND S/16', LAMI CON -AS IIN `.F(2) LITES OF•ti6' HEAT STRENGTHEN DGVS6
SHEET
GENERAL NOTES.............1
GLAZING DETAILS.., ........ .2
DESIGN PRESSURES ....... 3
ELEVATIONS ..................... 4
VERT. SECTIONS..: .......... 5
HOR2. SECTIONS............ 5
PARTS LIST.......................6
EXTRUSIONS .................... 7
CORNER DETAIL .............. 7
ANCHORAGE ............... 6.11
.. ..p.<yyITHA$90'KURA.F(AV TROSIFOL P B(BVJ(URARAV-AMERICA;INC,)OR.090'6AF"PV91NTERCAYER,(BYEASTMAN CHEMICAL COMPANY)
J. 13/16' LAMI IG: (1) LITE OF 148- TEMPERED GLASS, AN AIRSPACE AND 7/16- LAMI CONSISTING OF (2) LITES OF X16' ANNEALED GLASS WITH A
.0901KURARAYTROSIFOL PVB(BY KURARAY AMERICA, INC.)OR.090'SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16- LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE
OF3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOL PVB(BYKURARAYAMERICA, INC.)
OR.0W-SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13+16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116- LAMI CONSISTING OF (2) LITES OF X16' HEAT STRENGTHENED GLASS
WRHAAW'KURARAYTROSIFOL P� (BY KURARAYAMERICA INC.)OR.09D'SAFLEX°PVB INTERLAYER(BV EASTMAN CHEMICAL COMPANY)
M. 13r16- LAMI IG: (1) LITE OF 1/8' ANNEALED GLASS. AN AIRSPACE AND 6/16' LAMI CONSISTING OF (2) UTES OF IM' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
Mete9el
Min. Fy
Min. F.
Steel SCw
92 ksi
120 ksi
Elm UneCOnD
155 ksi
177 ksi
410 SS Elco C.IeFlea01
127.4 ksi
189.7 ksi
60W'r5Aluuin=
16 ksl
22 ksi
A38 Steal
36 ksl
56 ksl
Gr. 33 Steel Stud
33 ksi
45 ksi
2. CONFIGURATIONS: *OX' (111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 18, SHEET 3)
A. NEGATIVEDESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. .;
.?. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED, IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS F I-4645, FT-46a6, FT1,3647, FTL4"8, FTI- 4649, FTL4650. FTL-4651, FTL4723, FTL4957, FTL-49SB AND FTL5063.
ANSVAFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ). '
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
(s4tlaeo-lew
CFAT. of 4.6. assz+s
i�!rl ff2ljylj ♦1Qfl-M&A
mme Cone 1�_D D.O$
?027
Omev.•o-,Nl
111uunr
4
` •tCEN'. Mid
OF ty,
A. LYNN MILLER, P.E.
Descriplion
70 &37— L70
37 1/8'ANN'EAUEDORHIlATSTRE GTHENEDGLASS 311V ANNEALED OR HEAT STRENGTHENED GLASS
tfll--.090 PVB INTERLAYER [--,MO PVB INTERLAYER
=*1/8"ANNEALED OR HEATS rR GTHENEDG 3116- ANNEALED OR HEAT STRENGTHENED GLASS
5116- NOM. 711V LAMINATED
5116"LAMINATED GLASS 80.81 or 2 7/16" LAMINATED GLASS
71 (7--- 74) <�EXTERIOR INTIERIORE
(ALL' SECTIONS).
KURARAY TROSIFOL
1/2' NOM. 1/2' NOR. PVBINTERLAYER
46 GLASS BITE 46 GLASS BITE, PVBION' -SAFLE)I'TERLAYERBY
1EASTMAN CHEMICAL COMPANY
038— 70 38 70
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 311F ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8" ANNEALED OR HEAT STRE T EN DGLASS 3116- ANNEALED OR HEAT STRENGTHENED GLASS
6116- LAMINATED 7/16' LAMINATED
AIRSPACE AIRSPACE
1/8' ANNEALED OR TEMPERED GLASS — 1/8' TEMPERED GLASS
13116'NOM. 13t16"NOM.
GLASS W16(16'LAMIBQ87,88 or92 1311( LAMI IG GLASS W/ 7/16"LAMI @�ED
ALUMINUM
IOrMELTEUTYL
f REINFOACENENT bPuOlYL`Nl
NrE
� —DES:CCWFiUI-A
j• 5IvNOR
'SIUWNF W16-NCK SEA-
SMUCTURN1/4'NOR FWWOKB�L& SIUCONESEA
XytsoBs TH Dmc� ROU{OWM
WTH DESICCANT DESICj FOW STAINLESS STEEL
EXT. GIASS EXT. GLASS EXT.G(ASS- GLASS
tw.GLA55 Gu�s INT.GULSS
KODISPACE SUPER 8DURASEAL(D SXLEDGEn
4SG TPS �IP—A—CERGNXT' SPACER SPACER
CERT. nF AUIN.=Z2d
2 > If- 1 4040-20
Material
S.. Nis
Butyl
0 rf
77
NOTE
I-AMI IG OUTBOARD
LITES Mwy a
UPGAADEUTO 16
WITH NO CHANGE IN
DESIGN PRESSURE.
N.. 58705 S
z
0*'-' BiAvop
, ZORIDN.."'O'-' tr
";!,C)IVAL 0,,"\
A. LY rAW R. P.E.
FL P.El M705
111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE .
J -TIP FRAME DIMENSIONS _
ABED ONFJSA.NGED WIj110gW TIP -TO -TIP y _ WINDOW HEIGHT I-=.- • '
IA48
L. 401 AIe 1.1T
+E00 J14o.o
860!
`B00 1
+8001'S0.0
1 4800^--60.0
+800
-800
+800
80.0
+B00
I AV
'z 60 '*10i
_•
"-
0
8001
-•Ao0
+8001
'410.0
8001
�50.0
+boo
-80:0
+boo
-80:0
+790
-79. 'i
`"` 62"
A',e{M}
+BOLO
'"=800
+80"0`
=SOLO
+BOLO
:W0.2
+80.01'
A0.0
78.8
,-78i0
+]7.3
77.3
+75.9
75.9
1531/B"
A,S,M
+SOLO
-SOLO
+SOLO
A0.0
*79.6
-79.6
+75.2
-78.2
+76.9
-76.9
+75.4
-75.4
+74.0
-74.0
UP TO 6J 118"
C,D,E,F,G,H,I,JR,L
1 +80.0
-SO,D
+SOLD_
-BD.D
1 180.01
A0.0
1 +80.0
1 -800
1 +80.01
ACD
1 .80.01
50.0
+SOLO
SOLO
STANDARDVIEW S RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION
BASED.ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
--
WIDTH GLASS TYPE 383/8" 46" 506/8" � 63' 72 76
TABLE 2.
76"
48".
_-A,B,M+
.+80.0
40.0
+80.0
.50.11
+80.0AO,O +80.0
-80.0 1 +70.0 -70.0
+70.0 -XI)
+70,0
-70_0
+80.0-
400
+40.0
-80..0
00 SOU 53
91+YU:Q 00
a 0
70.0 .70.0
.8
±6
++7805..05 ,
+07_6
-A705..0
7.6
s2�
0
8
1f9"
+6D.0
8
+68.0
7F
167
5
TO 631/8"
C,DEFGHIJKL
+80,0
50.0
+80.0
-800
+80.-80.+80.D
0UP
-80.0 +70.0 -70.0
+70.0 -70.0
+70.0
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL UPTIUN
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 7,
WIDTH GLASS TYPE 1 17118" 1 221111W' 287/16 33314" 396116" 441JH 6" 60:
531/8" D,E,F,J,K.r +80.0 A0.0 +80.0 AD.O +BD.O -&0.0 +BD.O 40.0 +70.0 -70.0 +70.0 -70.0 +70.0
GLASS TYPES: TEST REPORTS _
A. 5/16" LAM] - (1/8"A,.090 1/1A FTL4647, 4648. 4723, 4957
B FTL4647, 4648
C. 5/16' LAM[ -(1/8"HS, 090,1/8"HS) FTL4647, 4646
D. 711V LAMI- 3116"A„090, allWA FTL4645, 4885
E. 7/16" LAMI - (3/1WA,.090, 3116"HS) FTL4645
-LAMI -N'EHS_.o90 FIl4645
G 13116"LAMI IG- 1YS"T, AIR SPACR, W167- MI (IJWA,.090,1/8A) ---- --- c-i�48464723
H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/1V' LAMI- (1!0"A,.090,V8"HS) FTL4646
I.13/16"LAMI IG-1/S"T,AIR SPACE, 5/16"LAMI -(1/8"HS,.0oj -HS) FTL4646
J. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAM[ -(3/16"A,.090, 8/16"A) FTL4649, 4650
K. 13/16" LAMI IG- 1/B" T, AIR SPACE, 7116" LAMI-(WIVA..090, 3/16"HS) FTL4649 sa
L. MIS' LAMI IG-1/8" T, AIR SPACE, 7116' LAMI-(WI6"HS,.090, 3/16"HS) 4649, 4650
M. 13116" LAMI IG - 118"A. AIR SPACE. 5/16" LAMI - 018"A,.090, 11WA) - FTL-5063
NOTES:1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA POSITIVE DES N PRESSURE OF ♦64.OPSFORLO RA:
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLE.. Y DEDUCTING 1-FROM THE F NGED
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SIB- MINIMUM T03 AXIMUM.
4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY "
5. REFER TO ANCHOR QUANTITY TABLES 68 FOR ADDITIONAL DP 9TOTE;H40L06y DRNN.E °'"�"`
LIMITATIONS. v6Nas DESI
19a91�, FLl.
JRNr mil 0 NO CHWGESTHISSHEET. CERToi:_iH.aazxRT ALLUUA
.- u'V5am °,.q° your- .. .:'uw:'vai7u'Jd - SnM
0",
:( MEETING RAIL
Hi I'4 1
0.
+ MEETING RA�
7T
X I
,BLE 3. -I}-
r W HT.
FIN) MINUS
i6li6" YID SASH
70.0 HHIT.
MEETING RAIL
T.
`
ISLE 4. t
'X" S SH r
ffHE TABLES. NEGATIVE DESIGN
FRAME DIMENSIONS.
NO M705
/OAA1II 1 ENG``�
A. LYNN ER. P.E.
III
az
:U
3
4
495/e MAX FIXEO�
DLO (ALL)
D
(
P.
«
iix
SEE DUO1
Di
TABLE
O
SEE DLO /
TABLE X j
(MAx.)
L
.. �• 48114'MAX,
'
DETAIL A
1/1
B
I
1B' MAX. FLANGED WIDTH '
1/B MAX LF_ WIDTk{^ -... •-
L �
-
"
LF.' � A .. •
HEIGHT SEE DLO HEIHT
TABLE O /
76• MAX. L. 76" MAX.
FLANGED FLANGED
HEI HT HEIGHT
MAX
SASH SEE DLO IS X E
HEIII HT I.. TABLE / _ NOTE4
DETAIL B
VIEW (STANDARD SASH)
E�
77"MAX. 75• E� HEI HT
SEE DLO SEE DLO /
TABLE 0 j TABLE O
76• MAX.
L
FLANGED L FI
HEI HT
EE OLD TABLE+<-X -- !iy I .SASH SEE OLD TABLE X„j `ASH
/ :,,HEIGHT - HEIGHT
B
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1, SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS,
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE'OVER TWO FORMAT.
CERT.OF AUTH. NNNO
D�
751
;i
aF
BE DLO-
Dom%
HEI
HT
TABLE
0 /
Tfi
MAX.
L
FLANGED .
HEIGHT,
EE DLO
TABLE
X
— - /
II
SEE
NOTE
4
.
DETAIL
RADIUS TOP (STANDARD SASH)
4 a 11 .1 '-' .. 4040-20, _
* ? No.58705
STATE OF
zoNALIENG`��
A. LYNN MILLER, P.E.
FL P.E.M 58705 - _..
FIXED
UTE
DAYLIGHT
OPENING
OUTSIDE
NOTE MIN,(1) SWEEP LATCH AT VENT CENTEI
.-. 4117:f z
=OPFI011VlOTTONfIOCKS•(1) V FROM EACH
MAX; VENT DAiUGHT F.
11
:INSIDE
INSIDE
31
"9'•
\�
\J (LOW SILL)
tmeSEE NOTE ABOVE
ONLY
SECTION B-B ALTERNj
(LOW SILL SHOWN)
JQM r-MIOLW7 DR.
N. VENI..E FLJ M'
` NOCNANGESTHIS SIlE'ET. CERL.° URL..
a4 NOTE:SAL
BASED ON
I
Ir i OUTSIDE
MAX
FIXED LITE DAYLIGHT OPENING
--
SECTION A —A
' INTEGRAL FIN (LF.) FRAME SECTIONS INSIDE
47
�246HIGHslu02330HIGH SILL HEAD
68 I.F. FRAME II
-` 63 OUTSIDE, 'l
a w.
5 v
i USED
HT
SECTION C-C = * // "1O 59I05
RADIUS TOP T1 u
:TAIL - FLANGED VERSION) It" owl
"S
INDOW, IMPACT �40NA.n NG•
or.. s A. LYNN MILLER P
r: s
42504
S4
76X1FPA%
84
.6BALCVR670
185
64O53
1 86
7ULBRKT
7832X72FPFX
-_
-. 64C54C
39
20 1226 SASH BOTTOM RAIL (LOW SILL6.T
TP249 �2.784
30 1226 WSTP.,BULB VINYL BTP249
31 4008 SASH SI OE RAIL 612231 L p62
34 1268 SPSH FAGS GUICE 42501
35 1622 LPMISETTING BLOCK 3/42"%251fi4"X 1'• 71622K 3,55
36 1052 LPMIIG SETTING BLOCK i"X3/4"X 1/18 71052K .062
37 1224 VINYL GLAZ BEAD BU L 8(TH ICK) 51P247W,K
38 1225 VINYLGLPZ. BEPD BULB(THIN) 6TP243K
41 4039B GLAZING BEAD, 51,6 LAM. GLASS. 840396 47 FRAME I.F. HEAD
42 404413 GLAZING BEAD, 5116 LAMI MRILL KIT 644703 #40I1A, 6063-T6
44 4222A GLAZING BEAD, 7/16" LAMI 64222 O FRAME, I.F. LOW SILL
45 9850 GLAZING BEAD, 7/16" LAMI WGRILL KIT 6985 48 p4072A, 6063-T6
46 4067 GLAZING BEAD 13/16 LAM[ I.G 64067 2.908�-I
47 4071A FRAME, I.F.HEAD 64071
48 a072A FRAME. F._ON/SILL i 64072
-
..1 .____.__ _ _ ...,
2
49 4073A FRAME, I F:4,IG LLH SI L_ . - 6407- ..,. -'-- .. e12oDUCi ReYlsFn
64074 •,.✓. v' ror,pyvg i4'N lii Flmw
50 40748 FRAME LF. JAMB }}II 6 14ms OOC
0�3D;Dd
52 4009 SILL LATCH (EGRESS) (LOWSILL) 764009 .062 NOM I gacgwn� �I ")
53 1088 SPRING SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 '
54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 271 N
55 7014 SCREEN FRAME(HOR. BVERJ 81014 L[7THICKNOEMSS
.062 N
56 1630 SCREEN CORNER KEVWIRINGS 7163011
57 1631 SCREEN CORNER KEYW/OUTRINGS 7163t ` �`SgoNYcENNN,ijV o
58 1073 SCREEN SPRING
24
59 24 SCREEN SPLINE DIA FOAM 618
16K O FRAME, I.F. JAMB e `�p
49 FRAME, I.F. HIGH SILL
50 #4074B. 6063-T6 * NG.58705
#d073A, 6063�Tfi (USED AS RADIUS TOP HEAD) -_� �, •1 _
16701ECHNOLOGY ORNE
' N. VENICE,tt3IT)6 PARTS LIST ��(C '•.'�(OgID?,.'\t'�
(B4!j J00.1600 G'
CERT. O6 PlRX.419M6 ALUM. SINGLE HUNG WINDOW, IMPACT ' }SA NIA, .. 'P.E
JR MWf7 D NOCtMGESTHISSHEET. s.,.v m. A. NIA, P.E 5870 P.E.
a^^4' a _. NTS 6 11 4040-ZO - G FL P.E#56]OS
1 or 4
3
"--2764 1 i i I ✓
T r t- r F 062 I f;
1 a
2$30
Y LT
_ 196� ,�"062•yA „i �Y a� �..«�, jtll 1 ! f �+... _} Ali
O FLANGE FRAME HEAD L
#4002A, 6063-T6 2.784
FLANGE FRAME SILL (LOW)
I -4—,- #4003C, 6081T6
O FLANGE FRAME JAMB
#4004, 6083-T5
(USED AS RADIUS TOP HEAD)
1
062 A90
OSASH STOP
#4025,6063-T5
--{ 1.342 � r.---2.279----1
.062 5 TW21'!
7
21 FIXED MEETING RAIL P3 SASH TOP RAIL
#4054A, 6063HD-T6® #4006C,6063HS-T6
IF FRAME SEALANT ALONG ENTIRE JOINT
9 F FRAME
n I
0 or bC
WELD
ALONG
BOSS (2)
y .730
"
I
SEALANT OR GASKET
AT HEAD AND SILL
I -
VI VV.D-D VIEW E-E-
(1/)&VIEW HEADBSILL, RADIUS TOP5ILL) (RADIUSTOP HEAD'ON6-Vj t"
SASH STOP COVER
FRAME CORNER CONSTRUCTION _
17 94053, 6063-T5
�
2.326----
jI
11'1� I�.fi75
I
.os O GLAZING BEAD, 5/16"
���T1
41
�
�� #40398, 8083-T5
1.979
.osx SASH SIDE RAIL
31 #4008.60WS
208SASH BOTTOM RAIL. (LOW) 678
26 #4007, 6063-T5 1050 .050
1 2.326---�
.062
2.946
2.838
062
1�2.764--I
IS
9 FLANGE FRAME SILL (HIGH)
#4050A 6063-T6
68 SASH BOTTOM RAIL (HIGH)
#4051A, 6063-T5
1�s.678,
I�
' 1.096 T'iT
1,096 1 1
qp GLAZING BEAD, 5/16"
.#49GLB, 6663-TS_
'-.(USED W/GRILLKIT)
..
P�CDCCTxcvi,
„�mdYc'ps6m�bt'l- --- _--
O GLAZING BEAD 7/16"
#4222, 606}T5
K4
v' 1 •ObZa.0l
.663 A50`;3u
d mue[
1-1 1�^7 1.097
..t ....
.oso
O GLAZING BEAD 13/16" IG
46
���ac ,yfr '
1.115-i•---�
#4067,6061T5
45 GLAZING BEAD, 7116"
_ *: No.56705 .P =
(USED W%GRILLTKIT)*-
Ll'YT.._T: _.
CERC OR/NMUbEBW-UM. JI/VULG IIU7 yv"vuvvv, OYrTMI
°�'°"'
w.."usmn`s:.e SH7W Hel/ 7 w 11, 4040-20
TABLES.
ANCHORAGE NOTES:
ANCHOR
QUANTITIES
FOR
111 FLANGED
WIN DOW3
1. ANCHOR TYPES:1- 1/4' ELCD ULTRACONS OR#12
:r
.WINDOW.HEIGHT
_,
SUBSTRATE4'_
SCREWS INTO METAL
2-1/4' ELCD SS4 CRETE-FLEX
28_,603
--341.6031
"40:603
-
-"48603
-52.603,-
58.603
64603
S476DOP-_,
ANCHORITWE
-3-912 SCREWS
� I
2. ANCHORLOCATIONS ARE BA$_EO,ON THE -
❑
N O
) i.)o
O
�2
O
❑�-1,0
ol-O,Z
Zw
gg/
P1.
to
Zm.P
O
o
rt:
O.-U
+'o'o
ij.Z
O
ZoS��.Z
I O
❑'o
w
O
(ca
r Zr'+ON2
O
❑."P
c1
O`
�U
ZmONz
O
❑
N
U
O
o
ZmONZ
O
U
❑
of
o
P
U
1+'-
o
ZmONZ
O
U
❑
�-
o
O
U
o
Z
O
V
(NNDOIN
iG $ S�iON;Z
„ FA5
r
WIDTH
N t
U
)J U
,1
U
I U
3'=.
U
U
-
y U
3
U"
U
10
-
"
FOLLOWING DIMENSIONS.
HEAD. 181/2'MAX. FROM TOPCORNERS'
JAMBS- 1712'MAX. FROM TOP CORNERS
11DE,F,G,
i'
1
1
1
1
1'
1
1.1'
l
11
1
7
1
t
7
1
`1
1�
1
1
1
H,I,J,K,L
1'2
1 1
1.2
7.'2
1 2
2:2
2'2
2 2
212
2:2
2'2
22
2 2
2 2
2,2
2�2
22
2 2
2 3
212
3 3
1S MAX. FP.OM BOTTOM CORNERS
19.125
6' MAX. BELOW MTG. RAIL
-1
1
1
1
1
1
1
•
AB,M
1
__.:_
L2
1
1.1
1 _._
11
1
1!2
1
1 1
1 _
1;2
7 __.
2,2
1 2
t
..-.,___-
2 2
1
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
2-3
212
._
3r3
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
1
1
7
1
1
1
1
1
1
1
1
1
C, E,
D F,G,
1
1
1
1
1
1
1
1
1
...
_.'
_ _
-
1 -
-
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
H,4J K,L
_
V 2
1;1
112
_
112
1 2
_.,
1) 2
-.l_
2, 2
_.
1 2
2I2
2. 2
2' 2
2' 2
2' 2
212
2 2
2', 3
212
2,2
213
212
2. 3
3; 3
2 12
3 i. 3
NOTE 2.
24.000
1
1
1
1
1
1
1
1
1
1
1
1
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1
1
1
1
1
1.
1
1
7
1
1
7
AB'M
112
L1
1'2
i 2
1 2
_
1.2
2i2
1j2
212
2;2
2 2
2'.2
2"
2 2
2.2
_
2�3
22
22
2!3
2',2
2 3
31.3
2'^_
33
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE t'LESS. ,"
I
C,D.E,F,G,
1
1
1
1
1
1
1
i
1
7
j
t
1 l
1
7
12
1
2
1
1
2
7
1
1.
H,IJ,K,I.";-2
.112
2-2
2:3
'1-,2
p2
Q.r3
a 2I2
3I'2,
5-2
a
2!3
2L3
•21e
2 a
on3
2.2
3,3
3,4
3 2
G 53.4
-1
3,3
4i41
,S. DESIGNPRESSURCLIMITATIONS:
3?.CCC
t
1
1
1
1
1'
1
1
1
1
1
1
1
1
"1
1•
SIZEBLOCKSOFTHE ADJACENTTABLEWITHA
qBM
1
'1I2
1
ii2
i
2 2
1
213
7
1 2
1
2�2
1
2' '.3
-
t12
-
2 3
----���
2i3
2 2
2i3
213
212
2'13
j_
3 3
2 2
33
-
314
3 2
3 3
I-.
3,4
'(
313
- "--
4'4
BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
1
1
1
1
1
1
2
1
1
2
1
7
2
1
2
2
1
2
2
1
2
2
1
2
C,D,E,F,G,
H,I,J,K,L
_.._
2I2
_.
7.2
_
2;2
213
1;2
2,3
213
212
_
2j3
_
23
,
212
_.
2,3
-
2,3
._ ,-
2.3
._
2i3
?;4
-
2j3
-
3;3
---
3j4
-
313
-
3!4
------�-
315
3;3
-,-
4!4
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
37.000
6. SEE NOTE 4,SHEET 1i FOR METAL SUBSTRATE
7
1
1
7
1
1
2
1
1
2
i
2
2
1
2
2
1
2
2
t
2
2
1
2
AB:M
2:2
1 2
2,2
2.3
ii2
-"
2'i3
213
2;2
213
2{3
2!2
23
2,3
2;3
2;3
3;4
2;3
3;3
314
__
3 3
3,4
3 5
3.3
4;4
REQUIREMENTS.
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
L
2
2
2
2
2
2
2
2
2
2
2
2,
-2
2
2
2
2
40.000
H,I,J,K,L
1 2
212
2j3
2 2
2'3
2 2
2i3
2!3
213
2!3
2.4
2 3
313
3;4
2i3
314
3;5
3 3
3:4
415
3!3
414
2 2
2
2
2
2
2_
2
2__2_
2
2
2
2
2
2
2
2
2
2
2
ABM
2 2
1.2
212
2!3
.2
213
_2
2 3
2 2
2;3
_2_
23
213
2:3
_2
2 4
2 3
-2
3.3
3I4
2 3
_2
3C4
3;5
3 3
3'4
4i5
33
4.4
TABLE KEY:
MAX. PSF
(DP LIMffEDI 118
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
qK2
2.2
2i2
213
2 2
2f3
213
2,2
313
214
2,3
33
3 4
2i3
3i3
3P4
213
3;4
315
3,3
3''.4
4!5
3;4
4j.5
HEAD 2
JAMB ABOVE 2 3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
21
2
2
2
2
2
2
2
2'2.212'2tJ
2.2
2 3j
2-3
2 2
3.
2 4
2,313
SI3'4
2 a
r3
3;4
2 3
+14
3:5
3y
4
4 '
3.4
4;5
MfG.RM. rr�wrucrxcvLttD .
JANBBELOW mdms=ra ln. FY(ih
-'
• 9
MFG-RAIL ° mm#� OG3008
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
48.000
"C,D,E,F,G,
2 2
2 2
2i3
2 2
2 3
3;4
2 3
3 3
3!4
2 3
314
3,4
2 3
314
315
33
3 4
3 5
3 3
4 5
416
314
5,6
FULLDP)
HEAD_2
2
2
2
_ 2
2
-.
2
2
2
2
,___,_
2
2
2
2
3
2
3'I4
2
.-...
3{5
2
313
2
3.4
3
..
3 5
2
313
2
_.
4i5
.3
4,.6
2
-
3:4
2
515
2 2
2 2
21,3
2 2
2.3
314
213
313
314
2 3
3 4
3'4
2
JPMB ABOVE 2 3
Jl1
PSF
72
79
79
MfG. RAIL v. Ix ..... !
2
3
2
2
3
2
2
3
3
2
3
C,D,E,F,G
2
2
2
2
2
2
_
_ 2
2
_
_ 2
2
_
_.
JAMB BELOW `� �'�;.'�ICEusF+,!!
53.725
H.LJ,K,L
2 2
22
2 2
2 3
2.2
2 3
3 4
2 3
3T4
3.4
2j3
3 4
3 4
3�3
3,4
3,5
3,3
44
4 6
+14
16
3�4
5 6
MfG, RAIL _- ?:' ':F211
SEE TABLE 1 FOR =*: N .587D5
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
3
2
3
gB,nn
2 2
2 2
2 22
3
2 2233'42334
3 4
2'3
34
3;4
3�3
3 4
3'533
444i5
4-fi
314
4 5
FULL DP _� :�
��`
F '
;0'. STgT
iECNNOLOGYMiNE
R.vE,RIc,E�,�rs
CERT.01.uT i.
Rlr
ANCHORAGE SPACING, 1/1 WINDOWS
AMIWO
A. LL'NNA1(IrFT1i}P.�.
FL P.E.#58705
ALUM. SINGLE HUNG WINDOW, IMPACTJR
a
OS 7
G
NO CH4NGE5 MIS SHEET.
y"ae
5H7pJ
l,IrS d +11
o'+vw
404620
x..
G
F.
J.J.
�7 -
FLANGED
WINDOWS
"
6.
ANCHORAGE NOTES:
- -
1.'ANCHORTYPEB 1 1/4'ELi.O ULTRACONS OR#12
SCREWS.INTOMETAL
2 Va ELCb 5s4cRETE FLEx,
3 #12 SCREWS
7
2.;ANCHOR LOCATIONS ARBBASED bN9U
- FOLLOWING DIMENSIONS ;, 1
"HEAD-t8'42'-MA)S 'FROM.TOPGARNERS.--.
JAMBS-17112'MAX. FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
6"MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
INSTALL PER THE ADJACENT TABLE ANCHOR'
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
2.1
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED
A Ei"LESSINDOWB. INTEGRAL FIN DIMENSIONS
S. DESIGN PRESSURE hIMITpTIONS IN
BLOCKS OF THEADJACENTTABLEWITHA�
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET II FOR METAL SUBSTRATE
REQUIREMENTS. '
TABLE KEY:
MAX. PSF
(DP UMITED) /17
HEAD 3
JANB ABOVE 3 3
MTC, RNL. fRbcuu-nsvi^u-T
'"-•-JA)vB'BELOW 1 > ntr>"sx✓%L'+F++b
-O
MTG. RAIL a w enau' f D,DB
n ohm No
L 1 D. 'Al
FULL DP 6r.
HEAD 2 n'„, i ym rmava n,am
JAMB ABOVE 2r2 ��
M7G. RNL �.`raOp1Y LYNp41i p
....,,
JAMB BELOW j S':' LICENSE.`'! 4
MTG. RAJL c*,; ND 587a5 `r9 =
SEE TABLE 2 FOR _-
FULL DP _
;moo 6TEp 1rsa<rs
VIEWlswn.rxmes
IMPACT 'ION�k ENTHIS
'"' a' A. LYNNI LEAP.E.
- ' 4040.2G -G FL P.E.#58705
..
ANCHOR
$�1B$TRRTE
ANCHOR ZYPE
QUANTITIES
.r I
FOR
STA
AND
RADIUS TOP
29.6551
cni0
1;
11
`Fz
1
11
tzw0
1
i t
13
s 37755
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2122;1
uu
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i
2y+1`O
1
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1._ 1
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1
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1
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1
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1 -_
1
1
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OTT
1 - _ 1 1
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323222
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1."{ f
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N g O O
._$ V U
I, i
32
_W®TH.'uTSP�,
I19,125,
C,D,E F G
H,I,JKL
'A,BM
1
1
111
1
1 4
1
212
1
2;1
1
2 2
1
2 2
1'
2',1
1
212
1
2'2
-1,
22
7
2;2
1
2`72.2
2.2
2�2
2.2
2,2
,1
3 2
1
2T2
1
3 2
9
3'2
?
2 2
1
3'2
24.000
-PSF
793.
G,D,E,F,G,
H,I,J,K,L
1
1
111
1
1 1
1
2f2
1
1
2 2
1.
2!2
1
2;2
1
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1
212
1
2�2
1'
2;2
1
1
1
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1
1,
1
1
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i
312
312
i
2,2
1
32NOTE
1 1
A,B,M
-1�1
1+1
22
,1j1
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22212
1'
212
1
22
1
2:2
1
2 2)'+?
1
J2±2
1
1
2 2
1
312
1
32
i
2 2
1
3 2
1
3'. 2
2
1
3?2
1 1.
.
132.000
PSF
58
77
,2; cf
3',3 2I2 3 3
-
2: -;1
3,3 3 2
1
3,3
1.'y7
3,3 2 2
C, D,EF G,
1'
- 1
x1
1
1--_7
2
�2
1
22
.1;
213
1
22
1
2 2
i
3 3
;:
,._.
4;3
1
3 2
1
4 3
:1^
.: �...
4;3
1
cr
2
1
-+.'-SIZE
4,3
AB
1'
11
1
1 1
,212
2�-
1
P,2
1
2P
i
Pig
1
P2
1
2'2
2
3;3
1
2�2
1
3,3
2
33
1
3i2
1
3:3
1
313
1
2P
1
3 3
1
4:3
1
3r2
1
43
1
4'g
1
3 2
1
4',3
1
37. 00
PSF
C.D,E,F,G,
I,J,K,L
1
1
i^
2
1
2
1
2
3
1
2 2
2
2 3
2
3; 3
-..1
2 2
2-_,
3 3
J2
" 3
1
3 3
2..
4 3
.2...
3' 3
1
3 2
2
3; 3
_2-
413
1
3 2
2.,
4 3
.?„
4:4
3 2
2
4 3.
1 1
111
1 i
A.B.M
1
1
111
1
2
2 2
1
212
1
212
3
1
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2
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213
2
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313
1
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212
2
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413
2
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3:3
1
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2
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313
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1
312
2
.-.
4.3
2
_,.
414
1
3 2
2_.
4..3
1
1
40.000
54
79
62
,D,E,F,G,
K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
Pit
2
2;2
2
2i3
2
212
2
3'3
2
2
2
2
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2
3 3
2
4.3
2
3'3
2
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2-
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2
4',4
2_.
3 3
2
4!3
2
4J4
2
3 3
2,
5,3
A,B,M
SF
2
1 1
49
2
1 1
79
2
1 1
56
2
2 2
79
2
2'..2
2
2 2
79
2 2
2.3 2 2 3
2 2 2
3'3 212 3'3
2 2
4 33 4 3
2 2 2
3'3 3 3 4'3
2 2 2
4'4 3 3 4 3
2, 2 2.
4.'�.4 3 3 5 3
44000
..
OgE,F,G,
H,IJKL
2
1 1
2
1 1
2
1 1
2
2 2
2
_.:
212
2
2 2
2
313
2 2
2 2 3 3
2
..
3 4
2
213
2,
313
2
4i4
2
313
2-,
4 3
2.
4�4
2,
3 3
2_
4 3
Z..
4'4
2
3 3
2
4 3
2_ 2._
._
4'.4 3 3
-2
5 4
_.ABM.
:i
.
1' 4
t.2
`41.1..1
+�
1
1 ?
2 2
.?
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P!2
,r
& 2
2
_..
3i3
2
-1
2,2 3r3
.2
—
-3'4
2'L'
2
3`.'3
2
-..,-
"4i4
3 3
'-
4 3
1 2,-
4"4
2
3.3
2
4 3
--2.
r
4;4
3r3
v
41,
2a 2
4s'd. 3.3
2_
5'-4
I
48.000
PSF
45
74
51
74
79
79
C,D,E,F,G,
H,I,J, K,L
2
7 1
2
1 1
2
1 1
2
2 2
2
2 2
2
22
2
3 3
2
2T2
2
3 3
2
3�4
2
Si3
2
3,3
3
4.4
2
3 3
2
4 4
2
4 4
2
3 3
2
4.4
3
4;4
2
4 3
2
5 4
3
4:,4
2
4 3
2
514
2
-1 1
2
1 1
2
1 1
2
2 2
2
P 2
2
2 2
2
J 3
2
2 2
2
3 3
2
3-4
2
3 3
2
3'3
3
4 4
2
3 3
2
4 4
2
4 4
2
3 3
2
4 4
3
414
2
4 3
2
5,4
3
4 4
2
4 3
2
5i4
53.125
PSF
41
57
46
67
76
79
E,F,G,
HJAK,L
2
111111222'222333133'34'4334444
2
2
2
2
2
3
2
2
3
2
3
3
2
3344443
3
3
2
344554
3
3
2
3
3
545'543
3
2.
3
54
A3,M
2
,Ill
2
1 1
2
1 1
2 2 '2
_ ._
2 2 2 2 2 2
3 2 2
..
3 3 3 3 3.3
3
_3
4:4
2
j 3 3
3
.._..
44
3
.:
414
2
3 3
... 3
4 4
3
_ _.
4 4
2
3 3
2
4;.4
3 -
5 4
2
4 3
3
5 4
3
_
5;4
2
__
4 3
3
"
5'-4
DV DRNDn.a+...
=AUTHM
emr
a me
m
,.
ANCHORAGE
SPACING, STANDARD
AL UM. SINGLE
HUNG WINDOW,
SHEET:
sw,
°"'
NTS
""
'9 e-11
]/L9415wrm
.
I
s:'� - �
' ;, 1t
_
. Ff :.75 ' S'
ANCHORAGE NOTES:
1 ANCHORTYPES:_1 114,EL000LTRACONSOR912
INTO METAL
- 2 tl4 ELCO S3A;CRETE FLEX'-
''': 1_=.-3-#I2 SCREWS;,,--,
2 ANCHOR LOCATIONS ARE BASEDON THE FOLLOWIING
/ "'�: rr ryl:.::. f
*`HEAD 518lw M,, %tFROM CORNERS et
JAMBS 1Z 12"MA%7F,ROM TOP CORNERS
111R'MA%. ABOVE THE MEETING RAIL
6" MAX, BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL- ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOft QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND 3ABLE8. FOR BELOW:
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 5I8' MIN. TO 3B' MAX. .
TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1"LESS.
6.DESIGNPRESSURELIMTATIDNS:
' SIZE BLOCKS OF THE ADJACENT TABCE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE4, SHEET II FOR METAL SUBSTRATE REOS.
TABLE 7. KEY:
M4X PSF SEE TABLE 3 FOR
(DP LNIITED) 112 FULL OF
t
LW„y
t4•T.,i�'<7 t^w
_
..,
'
'
'
.. _.
`
ANCHOR
''SUBSTRATE.:
s•ANCHORT.VPE/
;:. IWIDTH•.
+79125',+L
QUANTITIES
TYPE
ABOVE MEETING
'
RAIL
HEAD & JAMBS
-^- WINDOW HEIGHT
, CUSTOM FLANGED
MN US SASH
WINDOW
HEIGHT FROM
HEIGHT MINUS
TABLES
SASH HEIGHT
TABLE 7.
17125-:
22668
a 28217
33,754
33296
44.839
50:382
55.925,SCREWS
❑
33i�u
u'✓U
❑.,U-.)U
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2
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+ 't
2
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3
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O"-2
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5
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3
124.000
D, E,F,J,
K,L
1
1-
1
j
1
72
7
1
2
t
2
1
2
i
2
7
2
1
2
1
2
1
3
t
3
1
2
1
3
1
3
1
2
1
3
1
3
1
3
1
3
1
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1
3
1
4
132000
D,E,F,J,
K,L
1
1
1
1
1
1
1
2
7
2'
1
2
2
3
1
2
1
3
2
3
1
3
1
3
1
3
j 1
2
1
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1
4
1
3
1
4
1
4
1
3
1
4
1
5
1
3
1
5
I
137000
PSFI
79
D,E.FJ,
K,L
1
j
ty
j
'1
7
2
2
i
2
2
2
2
3
2
1P75
2
3
i_
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2
i
2 j 1
3 1 3
2
3
2'
4`
1
3 '
2
4
2
4
1
4
2
5
2
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5
1
4
2
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40.000
{P :
44.000
PS
79
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f5.
D,E,F,J;
KA_'
PSF
2
1
79
2
1
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2;
2
2
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2
77
2.
-3
79.
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4
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4 4 5
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79
F,J,
K,L
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2
2
2
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2
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33
2
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4
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2
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2
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2
5
2
4
?
3
2
5
2
5-
2
4
2
5
2
5
2
4
2
6
1
2
2
1
4
4
48.000
PSFJ
78
79
70
1 79
79
1 71
1 79
73
76
O.E,F,J,
K,L
2
2
2
2
2
2
2
3
2
3
2
'3
3
4
2
�4'
?.
4
2
5
2
4
2
5
3
5
2
4
2
6
3
5
2
4
2
B
3,
6
2
5
2
6
_
1
1
2
2
2
KI 125
PSF
71
79
W
71
79
64
74
66
77
W
_
69
D, E, F,J.
K,L
2
2
2
2
2
2
3
3
2
3
2
3
2
4
3
4
3
_
5
2
4
_ 3
5
3
....
6
_ 2
5
3
3
8
2
5
... 3
7
3
6
2
5
3
7
_
1
1
1
2
2
2
_
3
4
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM
FLANGED WINDOWS BASED ON SASH HT.
TABLES.
SASH HEIGHT
SUBSTRATE:
12.776
15.776
18.776
21.778
24.776
27.776
30.776
31.106
ANCHOR TYPE.
❑
n o"
rp
5
u
z
ono
o
o
z"
uu
0
z
o�0"a�
0
z
o
❑
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0
z„
o
u
0
z
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o
0
0"
0 O
z z
o ❑"off
0 0
0 0
2 o z
8
0
z
o"off
u
O 0
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0
0
0
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88
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0
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0
0
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0
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"off
0
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8
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0
0
wIORTY
'WIDTH
19.125
7
2
2.
1
2
2
2
2.
I2
2
2 2
2
2
2
2
2
2
2
I' 24.000
Y':
2.
'2
2"
2
-'2_
_2
2
i2
3
232.000
2
2
3
2
2
3
"2'
'37.000
' 3 2
3
3 2
3
4
2
3
;4`'
2
3
2 2
3 2 3
3 2 3
3
3 3
3 3 3
4 3 340.OD02
00-323323
2
3 2 3
3 2 3
3
3 3
4 3 3
4 3 4
43 4'44.00078
2
2
2
3
2 3
_
3 3 3
4
3 3
4 3 4
5 3 4
5 3 4
72
79
48.000
2
2 2
2
2
2
3
2 3
4 3 3
4
'3 4
4 3 4
5 3 4
_
5 3 4
73
S8
66
72
53.125
2
2 2
2
2
2
3
3 3
4 3 4
4
1 3 4
5 3 4
5 3 5
5 3 5
SN . I NTS 1 10 d
HEADJAMB
ABOVE 2
MTG. RAIL
FULL DP
HEAD 2
JAMB ABOVE 4
MTG. RAIL
' omplyug'w�N 6r Flatide
^e�IaNy code
Fw -063D1
TABLE 6. KEY:'
MAX. PSF
(DP LNARED) 112
F vltx' axe
JAMBBEILOW1 2 1
By
MTG. RAIL
MI oedetioa;N -
JAMB BELOW1 2 1
MTG. RAIL
SEE TABLE 3FOR
FULL DP
= * : No. 58705 -
=.0
TE0
? d`S.'•�:<oR1Dn..�G�?c
'S��NAL1E?���
CUSTOM VIEW
WDOW, IMPACT
LVNN MILt�I P.E.
4040-20
G
FL P.E.H 58705
NOTES
_ aE%TFRIOR INTER.OR� 1 FOR CONCRETE APPLICATIONS IN MIAIAI-DADE COUNTY. USEONLYMIAMI-DADE COUNTY
1d1 1,314 MM DOGE W000 ANCHOR
T- I ALL HEAD AND SILLDETAILS) APPROVED i/4'ELCO ULTRACONS OR 1/d' S54 CRETE FLEX. MINIMUM DISTANCE FROM
CON ANCHOR} I I T:,,4 ( SEE NOTE283) y+',.'ANCHOR TO CONCRETE EDGE laIW4'FORULTRACONSIMOCONC.2 t/2 ED FORS ttj
,bNLG(SEEDETAILS E,FANOG Tli.ISSHEET):-%,.�.' .. �/.T..
• 3. WOO BUCKS DEPICTED IN THE SECTION'S ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x '�/ _� (?Cc 1319 TOTAL THICKNESS IS LESS THAN 112 1. WOOD BUCKS ARE OPTIONAL IF INITCANM
WOODBUCK �� _ �{ _MIL INSTALLED DIRECTL• TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED A52x ARE
;SEE NOTE C) L 11Q'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/d" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX �q—XT 4. FOR ATTACHMENT TO ALUMINUM. THE ALUMINUM SHALL BE A MI NIMUM STRENGTH OF
SHIM SHIM 6D53.T5.AND A MINIMUM OF 118-THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS.
DETAIL DETAIL _ THE MAT ERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.W5'
THICK THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE - SUPPORT TO THE WINDOW FRAME SIMRAR TOTHAT SHOWN IN THESE DETAILS FOR2x
WOOD 3UCKS._THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULC
1-t14",MIN.EDCC/C'lVl'1-V4'MIN. EDGE(ULOCRETEFLEXCCNC.) ENGAGEMENT INTO THE WE-AL'T THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN
i Gild"MIN:EDGE(UI-11CLE.EFLEY, I,fiO CMUSCRtT LEX INTO CC'.0) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED.ANC"
FLAT ORSARE NOTREQUIRED E E THE SILL MUST
TRI6.,+-
I 1/d"MAX. S -� I^- 'F'' _ - t•IN = 6FLAl'HEAU ANCHC,iC WHERE REQUIRED, MUST HAVE #72 TRIMFIT HEADS:=
' MIN. 7. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO
1 1/4' MAX. SHIM--�{ n CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHOR. I VI P MIN.EDGE FLORIDA BUILDING CODE,
FH BELOW MEETING - WOOD ANCHOR.
RAIL. (SEE NOTE 2)
FH BELOW MEETING
.,'.. �. 3.35 KSI MIN. CONCRETE RAIL (SEE NOTE 2)
OR 1.5 KSI MIN. CMU
INTERIOR
(ALL JAMB DETAILS)
Ix BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR
CIVIL SUBSTRATE (SEE NOTE 3) RR
DETAIL C DETAIL D V
TYPICAL FLANGED JAMB ANCHORAGE )
11//4 ISM' MIN, EDGE
21R EMBEDMENT 1/4
SHIMWOOD FRAME MAX,rMA
WOOL FRAME SHIM
-
�5/B".MItL.EDGE v1tOOcct uF.vlSeo
...1x 21/2''MIN .Yi��gwiNweFluNa '
r x212'NAI4 I Build.,C d
2-11d'EMAEDMEM / I +mPuece Nol-orso.oa
131 DIA. MIN. A AT CORNERS 1 Sun nonbae 9D21
11 AND 5'O.C. I J I
I WOOD FRAME B
ATT CORNERS
hR I sn, r Fodor Guvd
AND WO.C. SB'MIN. EDGE L - I-� •11� .`t Iilult
.131'DIA MIN. I I
,,+ DNY Y' L AfN'f/'
•x21/2'NAIL. a,. ...••.... 2/
MAX AT CORNERS
SHIM AND 5'O.C. 2-112-EMBEDME14T
DETAIL F, (HEAD) (JAMB)
DETAIL G, (SILL) = *• ND' 567D5
HEAD DETAILS) ' #=
TYPICAL INTEGRAL FIN ANCHORAGE =A'•., (�,: �;
ID)OTECXNOLGGY DRNE n'^H" %Q(x FTAFTA FOF
rv. vENMFLax2!s ANCHORAGE DETAILS °yF`s''+FORID@,...
(5x11xm-teoo ! �S/ONAL ENG�:
wa. - C_RT*01 Aum.xaxsa ALUM SINGLE HUNG WINDOW, IMPACT '11n LI"
'JR IKBNf7 G REVISED TOWMHNEW20f7FBCAM1CfI GE _xeq y - n - xf A. LVNFI All R•P.E.
,ex m owi . rl.remr i`
N.S 1i H 4040.20 G RP.E.#58705
.:_._.T s
SCANNED
BY
St. Lucie County
MIAMI•DADE MIAMI-DADE COUNTY
® - PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMEWSTRP.TION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF
PGT Industries, Inc.
1070,Technology Drive
Norih' Veuice, 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 dyed in Miami Dade County and other areas where allowed by the Authority
;diction (AHJ).
shall not be valid after the expiration date stated below.'The Miami —Dade County Product
[ion (In Miami —Dade? County) and/or the AHJ (in areas othr, than Miami —Dade County) reserve
have this product or material tested for quality assurance purposes. If this product or material
)rm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
iately revoke, modify, or suspend the use of such product or material within their jurisdiction.
:s the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
this product or pate aY itisa to�requirements of the applicable building code.
t is approve as deser6ced he in, and has been designed to comply with the Florida Building
tg the Hiqh Velocity Hurrican Zone.- -
ON: Ser "HR-710" Alu um Horizontal Rolling VVindow — L.M.I.
DOCU11 T: Draw- No. 4127-10, titled "Alum. Horizontal Roller Window, Impact
gh 11 of 11, datea J28/06, with revision H dated 03/24./17, prepared by manufacturer, signed
Anthony Lynn Miller, P.E., bearing e County Product Control Revision stamp
cc of Acceptance, > n expiration date by the i-Dade County Product Control
IMPACT RAT*t is Large and Small Missile Impact Resistant.
: Each unit shaft ar a permanent label with the mane facturer's ame or, logo, city, state,
and following statemen . " iami-Dade County Product CJon pproved", unless otherwise
'AL of this NOA shall be considered after a renewal application has been filed and there has been
in the applicable building code negatively affecting the performance of this product.
VATION of this NOA xill occur'afrer the expiration date or 1f there has been a revision or change
ieiials; use, and/or math facture of the product or process. Misuse of this NOA as an endorsement
6duct, for sales, advtbft sing or any other purposes shall automatically terminate this NOA. Failure
it withany section of th1 4NOA shall be cause for termination' and removal of NOA.
TISkAMINM 1 The number preceded by the words Miami -Dade County, Florida, and
by the :expiration date; -may be displayed in advertising literature. If any portion of the NOA is
then it shall be done in its entirety. s
TIONi. A copy, of Tus entire NOA shall be provided to the `user by the manufacturer or its
rs and shall be avail&e for inspection at the job site at the request of the Building Official.
revises NOA# 16-0714.13 and consists of this page 1 and evidence pa 2 an a(s
led above.
reviewed by Jorge M. Plasencia, P.F.
NOA No. 17-0411.06
Expiration-Date:-December21,2021
C ( i i- Approval Date: August 31, 2017
j' PageA
r. �.,
15
't
i
1
r,
::
iFil ti.�dl, �sft .-
r.�l:alnaustrres. tnc.
s a�
NOTICE Qi ACCEPTANCE: EVIDENCE SUBMITTED
f _
A , ';DRAWINGS
Manufacturer's `die drawings and sections.
(Submitted under NOA s No. 07-0815.09 and 06-0405.06)
Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 1,1; dated 02/28/06, with revision H dated 03/24/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E,
Test reports on:.l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94,
�i) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with maAed-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, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL
Edg6TM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 ;and FTL-8970, dated 11/16/15,
06/07/16 and 05/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.13) '
Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
21 Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marke' d-up drawings and installation diagram of an XOX aluminum
horizontal slidi:ig window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL=5330, dated 07/18/07, signed and scaled by Carlos S. Rionda, P.E.
(Submitted un der NOA No. 0 7- 0815.09) 1
"Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
1) 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 marled -up drawings and installation diagram of anXOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTli=;4858, dated 03108/06, signed and sealed by Edmundo Largaespada,`
P.E.
(Submitted unrier NOA No.06-0405.06)
orge M. Plasencia, P.E.
Pro ct Control Unit Supervisor
" NOA No. 17-0411.06
- --1-- — - ---- -- -- ----Expiration-Date: -Decemberll; 2021-
Approval Date: August 31, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. .TESTS (CONTINUED)
4. 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 XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTiW859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
I • r (Submitted under NOA No. 06-0405.06)
d, .
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5`
- Edition (2014) and FBC-6tn Edition (2017), dated O3/31/17 and revised on 07/28/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E130M9
D. -" -'QUALITY ASSURVI tCE
1. '_bli ami-Dade!l '.if satment of Regulatory and Economic Resources (RER).
E. MATERIAL CER1')VICATIONS
I. No. 16-1117.01 ssued to Kuraray America, Inc. fbr their "Trosifol® Ultraclear,
Clear, and Color PVB Glass Interlayers" dated 01YI9/17, expiring on 07/08/19.
F. STATEMENTS
1 1. Statement letterrof conformance, complying with FBC-5tb Edition (2014) and FiIC-
6"• Edition (101-tT), dated 07i28/17, issued by manufacturer, signed and sealed by A.
;.,ylm Mill er,.P.E
1 2.t Statement letter ,of no financial interest, dated 03/31/17, issued by manufacturer,
1- `0, signed and sza?.a by A. Lynn Miller, P.E.
3: Proposal No. 16='1372B issued by the Product Control Section, dated 11109116, signed
by Manuel Perez, P.E.
• 4! • Proposal No. 1510125 issued by the Product Contol Section dated 03/09/16, signed
by Ishaq Chards, P.E.
(Submitted underpreviousNOANo. 16-0714.13)
L j ;-
_L
•� = •ge M. Plasencia, P.E.
" Produ/ct Control Unit Supervisor
NOA No. 17-0411.06
• Expiration Date: December21-20'll
Approval Date: August 31, 2017
E 2
is
PGT
Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE• SUBMITTED
•
y
F.
STATEMENTS (comflINUED)
$.
Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOANo. 07-0815.09)
6.
Laboratory compliance letter for Test Reports No.'1FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated. 03/08/06, signed and sealed by
Edmundo Largaespada, P.E.
.
d'?' '
(Submitted under IVOA No. 06-0405.06)
G.
OTHERS 1�3`
1..
Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series
n
"HR-710" Aluminum Horizontal Rolling Window "—'L.M.I., approved on 09/0 i/16 and
expiring on 1221/21.
1,
r:
•
.;,i
x
�w
orge M. Plasencia, P.E.
Pr9 uct Control Unit Supervisor
NOA No.17-0411.06
--- - - - -- - -
--
--- - -- — - - - - -- - - - - - — - -Expiration-Date:-December 21,2021-
Approval Date: August31,2017
E-3
GLAZING OPT, O .SEE DETAILS ONSHEET2). _ „VI I ...I I a 5. ,,- n ; .I • IMpALTRESIsiANi
A 5L16'•LAMICONSI TING OF(2)LITE$OFi)B ANNEALEDGLASS WITHA 090 PUB-HEATAYER. 1 HE
`LAMICONS TING OP(1)LITEOFiTe ANNEALED GLASS AND (i)DTE OFti/B"HEAT-STRENGTHENED GLASS WITH A 090 PVB INTERLAYER. I I
.0%nul" SISTING OF(2)LITE5 OF718. HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
D; 7/16" LAMI CONSISTING OF (2) LITES OF3/16" ANNEALED GLASS WITH A .09V PVB INTERLAYER, I-
S. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
F. 7116" LAM] CONSISTING OF (2) LITES OF 311V HEAT STRENGTHENED GLASS WITH A.09p' FIVE INTERLAYER.
G. 13/16" LAl IS: (1) LITE OF VB" OR 3116"ANNEALED (MIN.) GLASS, 5(16" OR 318' AIR SPACE AND 5116" LAM]
CONSISTI GOF(2)LITES OF I/8" ANNEALED GLASS WITH A.G90"PI INTERLAYER.
H. l2h(t" LAM; IS: (1) LITE OF 118' OR 3/16' ANNEALED (MIN.) GLASS, 511W OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE
OF 118' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER.
1. 13/16' LAMI )G: (1) LITE OF Val' OR 31161 ANNEALED (MIN.) GLASS, 5118" OR WE -AIR SPACE AND 5(16' LAMI
CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS NTH A.090' PVB INTERLAYER.
J. 13118' LAMI ,IG: (1) LITE OF 116' OR 3116' ANNEALED (MIN.) GLASS, 3116" OR 1/4' AIR SPACE AND 7/16' LAMI
CONSISTING OF (21 LITES OF 3/16" ANNEALED GLASS WITH A.090" PV6 INTERLAYER...
K 13116"LAI
- CONSIST
i 1 'L';1PJ.16" LAl
CONSIST
2. CONFIGURA
3. DESIGN PRE
A. NEGATNI
B. POSITIVE
C. DESIGN L
4. ANCHORAGE
5. SHUTTERS A
B. FRAME AND
T REFERENCE
S. THIS PRODU
9. FOR INSTALL
OF
LJTES OF
OR
PI INTERLAYER.
.R':G^,.0" PVB.INTERLAYER.
(SEE TABLES, SHEET 8)
1 LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
LOADS SASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
IE BASED ON ALLOWABLE STRESS DESIGN, ASD. ..
1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9THROUGH 11 FOR ANCHORAGE DETAILS.
VARIES
J1EL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
TEST REPORTS FTL-4858, FTL4859 AND FTL-5330.
ELCO ULTRACON NONS
ANSI(AFBPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
'HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
NON IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A "TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
Anchor
Group
Anchor Type
I
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
DINe0cB
Min.
fetal mant or
Metal Thicknase
2, Steel SMS (Gr. 5),
(minLot3.11ire'ds be/ottJ
metal sthstrete)
, All -
scutheir Pme (SG 0_5,5)
9110"'
718"
.. 3r8"
>BOB'tT Aluminum _ .
_=.:3/G"
£/16!-
_�. US"
" A36Steel or Gr. 33 Steel Stud
3/8'
19/18
0.04a' (10 Ca)
B
114' Elco Uftmtbn®
Jamb
Hollow Block STM C90) -
1,T4"
8"
i-114'
All
Cmerele min. 285 Kid
t'
4'
134-
All
OR: Pine (SG = 0.55
1'
1"
13(8"
d'610 SS leFkIX
All
Southern Pine SG=0.55)
1'
V
Tw
7 ' 410 Ss Man CremFlex ®
Jamb
Hallow Sleek, (ASTM C90)
2-112,
8"
1-1/4'
- All
Concrete (rrdn. 3.35 ksp
2-1/2"
4"
1514'
,.tti
Material
MIn.Fr
Eln, Fa
Stott Screw I
R kei
120 kel
410SSEIco GoteFles®
kai
12AMI
Iw ksi
BOSS-TS um
Owl
36
30 bi
Steel
waddi
WStiol
Gr. 33 Steel Stud
33 ke1
wren
Dad
13 ke1
1) WHERE SUBSTRATE -
CONDITIONS REQUIRE
ANCHORAGE FROM MORE
THAN ONE OF THE ANCHOR
GROUPS ABOVE, CHOOSETHE ''•�i
ANOYOR GROUP OFTHE
LOWEST LETTER FOR ALL
SUBSEQUENT TABLES IN THIS
APPROVAL.
2) FLATHEAD ANCHORS MUST
BE #12 TRIMFIT HEAD.
CODES/STANDARDSUSED:
*2017 FLOPIDA BUILDING GORE (MCI. STR mRION
.2014 FLORIDA BUILDING CODE III STH EDRION
-ASTM E1300-0e
*ANSI(AFBPANDS- 015 FOR WDOD C0NSTNUCn0N
*ALUMINUM DESIGN MANUAL, AOM4015
*AISI 5100-12
.AISC 36NI0
NOA DRAWING MAP
SHEET
GENERAL NOTES.............I
GLAZING DETAILS ............
2
ELEVATIONS .....................
3
VERT. SECTIONS .............
4
HORIZ. SECTIONS ............
4
CORNER DETAIL ..............
4
PARTS LIST .......................
5
EXTRUSIONS ....................
6
INSTALLATION ..................
7
DESIGN PRESSURES .......
8
ANCHOR QUANTITY.........
9-11
PRODUCT REVISED
pWies wnh the Florida
la`adI!-Cooed 17-0411.06
NOA-No.
T!
V
a
0
w
u
0
N
O
LL
O
Z
nt i.
50
rl SILIOONE
F7• N0td i' $TRDDTDRAL
;' "?+.. SILICONE ...
^ �. /..^, GLASS BITE 55 GLASS 6TE' IJ sTRUCTIIFAL". ..
PWITH OESICCAl7f b DESICCAIJT I7
I, -.... _�1ft ANM1E M HEATMEMWENEDGtAAS -�I 10'PI1vWci
'JM6 NOM �' ]/18'IAMINATE
5/16"LAMINATE S '7/16-LAMINATED GLASS
.. A--,FXr nRIOR INTEPJCI4�[�
112" NOM.
GLASS BITE
093nCMME ORI PEW
131W LAM] IGG G�SSW 6' LAMI 13/16' LAMI IG GLASS W/ 7116E LAM'
GLASS TYPES. I
A§115.LAMI ri/P"A. 0DO' PVB 1 „
VB rw-tiN):.. ... "..
C.G/18" LAM] -(1/8'M-D90' PVB 1/8 HS).
D. 711W LAMI j(3/113-A,.090 PVB 3116"A)
E. 7/16' LA AI ' (3/16'A,.090' PVB, 3r16" HS)
F. 7/18' LAMI - i(3/16" HS,.090' PVB, 3/16' HS) -
G. 13118E LAMI IG -118" OR 3/W A (MIN.), W16" OR 318' SPACE, 5/16" LAMI - (1/8- A.090" PVB,1/8" A)
H. 13116' LAM, IS - 1/8" OR 3116E A (MIN.), 5/16. OR 3/8" SPACE, SAW LAMI - (1/6" A.090' PVB,1/W HS)
I. 13110" LAMIIIO -1/8" OR W16" A (MIN.), 5/16" OR 318E SPACE, 5/16" LAMI -(1/8" HS,.090' PVB, 1/W HS)
J. 13116' LAMI IG -118' OR 3/16' A (MIN.), 3116' OR 1/4' SPACE, 7/16" LAMI - (3/1W A,.090' PVB, 3/16' A)
K. 13116" LAME IS - 1/8' OR all A (MIN,), 3/16- OR 1/4" SPACE, 7116E LAMI-(3116- A,.090', 3//6' HS)
L. 13/16" LAMI IS -1/8' OR 3118E A (MIN.), 3/16" OR 1/4-SPACE, 7116E LAMI-(3/16" HS.090", 3116E HS)
FOR INSTALLATION IN THE HV14Z ABOVE 30
FT, GLASS TYPES G - L SHALL HAVE A
TEMPERED I.G. GLASS CAP. BOTH THE DP AND
ANCHOR QUANTITY REMAIN UNCHANGED.
'PVB" = KURARAY TROSIFOL° PVB INTERLAYER
LT elnl'L _ r
" 4 r ur1 I
I76 NOM... 1 t J4 - ,
PRODUCT REVISED
wnh Na Florida
°salielea�Ced�
,GAM 17-0411.O6
B:pwuaa Data 12/21/2021
UUU/ �INT 3LASS `INT, GI MiS 87 �
Mia P uct CanWl
KODISPACE SUPER
43G TPS O SPACERGN)Cr " arzan��NnISI,EET
ALUMINUM om Y S
t,ZREENFORCEMEW pUYSb DESICCANTRLLA7IEA > 9 a U7 .q
BtJ]YLE�NEL N16-NOR
5M6' NOM.�
nYLB
FONT
FOAM
G,U,-
6] DINT. G'_AS9
DURASEAL®
SPACER
DNESEAL
y n
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6
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op
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a
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a
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a
o
Pardo
Qeaeription
Material
KC1m?iiing4SGTPSpao rSysten.
86
Ouanea Super Spacer dYf kilh.Hot Melt Butyl
See this
Sheet for
B7
Quanelr Ou2seai Spacer
Materials
86
Cadinal )d Edge Spacer
RtFmcnax I es nervn, x r ub. i,, oeoo a..,.a
r,
au sv
ONY LYNNRfi
* No. W705 C'pYyr
fzmoN
"',, 70NAL'E
0. LYIIN MILLERRE.
PE)36II6
i
273
MRX DLO
545116'MNG DLO FIXED
t C.
7 I!
VENT i
1
I 4 L
Y.,
O
I
X
170" MAX. WIDTH I.F. FRAME
—mil
-.----77T
MAX.
WIDTH FLANGE FFAME
DETAIL B - XOX (114-1/2-1/4)
_ 339116"MAX 339115"M
DLO FIXED C DLO VENT
A57
ll
MAX.
DLO ALL I / -
FIXED
LI IE5
C�
III 7X MAY WIDTH I.F. FRAME
IF'"-' 74' MAX. WIDTH FLANGE FRAME
DETAIL A - OX OR XO
L..— MAEN
VENT
_
�•�FI%ED
tD
4
l Ffh
_
X
/
O
/
X
—-111f11
=.. nw"'...
857116-MAX. WIDTH
M ANQF. FRAME—�I
I.F. FRAME—r{
DETAIL C - XOX (113-1 /3-1/3)
NOTE:
1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
SEALANT OR GASKET
SAT HEAD AND SILL
{
FLANGE
a
FRAME
ALL
MAX.
DLO ALL
VENTS
62' MA%.
I.F. FRAME
ALL
CONFIG.
z 11 r i
B ` PRODUCT REVISED
a9 complyin with the FloMtla
Duiltlmg Cedo 1.Dfi
117
D.plraeio Date 1212112021
Mlam
D Protlud Con4e1
8.2411]:NO CHANDF9 THIS r
SMEET.`
y 2
Y A rn Yra
C o y
7 N ° w K I,
0fi
rZvY aOtwo
o � i
J
O
J eoi
® Q
N Z
43 I.F. FRAME 6 w
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NOTE 1
jABLE SHEEjif� e ra - <jABLESHF,FT'I MIj�Jt 171'WOOD`SUCKS 'DEPICTED -IN THE SECTIONS ON THIS PAGE AS1x ARE BUCKS, 1; -
-:4:n,, !'a.(77 I;.•i „i e.: l#SEE.ANCHOR'r } �,r i. +',Sr� t t)'I 1WHOSETOTALTA[bMEESS{S'LESS THAN I/2-. Ix WOODBUCKS ARE OPTIONAL IF!
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u^f t .,TABLE SHF,ET1' Ji f5 �'. a: ' 1 -'[C O'l UNITCAN BE INSTALLEDDIRECTLYTOSOLID CONCRETE ORCMU. WOO .B I
,tx WOOD ° ' , (^:f l " "DEPICTEDASZ2x RE9.4h'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE•:'1
DUC OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
NCTE -- HAVING JURISDICTION.
X. - 1! 2. FOR ATTACHMENT TO METAL• THE METAL STRUCTURAL MEMBER SHALL BE OF A
Mom' SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THATSHOWN
SHIM SHIM IN THESE DETAILS FOR 2x WOOD BUCKS.
SEE ANCHOR SEE ANCHOR _�
TABLE,.SHEETI- TABLE, SHEET DETAIL B 3.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
DETAILA CONTACT WITH OTHER DISSIMILARMATERIALS'SHALL MEET THE REQUIREMENTS OF
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PRODUCT REVISED
1r^'Ith Me Fla.lda
.A-Na I 17.0411.06
NO
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as compliln
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tatpilatIon Date 12J2112021
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NOTES
1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE
OY LYAFIV
2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT I- FROM TABLE SIZE DIMENSIONS.
No. 68705
3) FOR INSTALLATION INTHE HVHZABOVE 30 FT, GLASS
--a t
TYPES G - L SHALL HAVE ATFMPEREO I.G. GLASSCAP.
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BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
QSEF GLASS TYPE DESCRIPTIONS ON SHEET 2.
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M AND FIXED SECTION. 4
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3 mplylnm with Die Fl.dd3
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ON EACH MEETING RAIL PLUS(1)
PRODUCT REVISED
' - ANCHOR AT EACH OPERABLE VENT -
as comp my wlm+na rmnea
epyT-0411.06
PLUS (1) ANCHORS AT FLYED SECTION.
gplq�{jo
(9) ANCHORS TOTAL AT HEAD AND SILL
- (4-MIN O.C. ANCHOR SPACING)
11p1'illa.Dal t2121/2021
By `
m"amw v c on�r 1-'
25 3m MAX.
t vealT: upOATmT<sces.
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J ff
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Z
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QUANTITIES ARE BASED ON THE
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¢
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2) FOR WINDOW SIZES NOTSHOWN, GO TO NEXT LARGER
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TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
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HEAD AND SILL ANCHOR_OUANTRIES'--"-
A CLUSTER OF (2) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED
ANCHOR AT EACH OPERABLE VENT sGomplring wllh "a Ffontll
PLUS (2) ANCHORS AT RXEDSECTION. NOAln 8ea2
NOA,No._ 77-041
(S);WCHORS TOTAL AT HEAD AND BILL e.pt,nuon� �1 12I2-1112202OY1
(e MIN, O.C. ANCHOR SPACING) ' By
• M,nmMIb�n4]I
2$ 373• MAX.
IAIN i0.lrr MAX iii arut.: urGAiEGTaste®
ELEYATOti w ^
I � i
MTO. RAIL, TY > - }r 723
EXAMPLE CLUSTER W/ CITY. Fyn a o
OF(2)ANCHORS .p y N
(SHOWN IN TABLE KEY ABOVE)
V m
Q
W uy
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wr
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NOTES
$
O
X
z
€€
N
i)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE
3
i
FOLLO .=CBEISIONS:
MAXONG CDEOF -
'
_ _' �
�..
t•'K
RAJL IJNE.
MEETIROM
CORNERS.
ZS 314" MAX. FROM CORNERS.
<
¢
JAMBS: S"MAX. FROM CORNERS AND 221/2"
a
r3
MAX O.C.
2)FOR WINDOW SIZES. NOT SHOWN, GO TO NEXT LARGER
p1Y LYNAr
WINDOW IN TABLE.
.� S�:...OEN@F •.4fl '.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN••��"
{ j Na. 537M
WINDOWS, SUBTRACT I•FROM TABLE SIZE DIMENSIONS.
- q II t*
6) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
=p;µ '�•i�
TYPES G - L SHALL HAVE A TEMPERED I,O. GLASS CAP.
ANCHOR REMAIN'
'01� STATE 0
�: CSI "•GRIO,?•.•
BOTH THE DP AND QUANTITY
UNCHANGED.
�C���
rrriS7,ONAL1E�Gtt`
I
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
ALTNNNS3ERFP
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