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MIAMI.DADE MIAMI-DADE COUNTY
1® 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.minmidndc.eov/cconomv i
PGT Industries,Inc.
1070 Technology Drive 1
North Venice,FL 34275 l
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 I
Control Section(In Miami—Dade County)and/or the AIIJ(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. I
RER reserves the right to revok ceptance,if it is c eters iami—Dade County Product Control
Section that this product naterial fails to meet the requirements of the ap ' le bt'lding code.
This product is appro d as described herein,and has been designed to comply v' the Florida Building
Code,including the I3 h Velocity 11an icane Zone.
DESCRIPTION:Series —700"Aluminum Single IIung Window—L.M.I.
APPROVALDOCUMENT:Drawm 40-20,titled"Alun.Sin le indow,Impact",sheets 1 j
through 11 of 11,dated 09/01/05,with revision F date 6,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,
9
model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise
noted herein. i
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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 i
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 1
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 15-0519.08 and consists of this page 1 and evidence pages FI,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0714.06
MIAMI.DA®UNTY Q /L���p Expiration Date: March 26,2021
' U Approval Date: August 18,2016
Page 1 j
PGT Industries.Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS 1
1. Manufacturer's die drawings and sections.
(.Submitted raider NOA No.05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets I through
11 of 11,dated 49101/05,with revision F dated 05/15/16,prepared by manufacturer, #
signed and sealed by Anthony Lynn Miller,P.E. i
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B. TESTS e
1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 j
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,Durasealo spacer system,Super Spacero NXTTm spacer system and XL I
EdgeTx spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTI,-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on:I)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.FTI-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada,
P.E.
(Submitted ander NOA No.07-0322.06)
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 3
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test y
Reports No.FTL-4958 and FTL-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)
t
Manuel Per E. i
G Product Control E �. er
NOA No.16-0714.06
Expiration Date:March 26,2021
Approval Date: August IS,2016
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PGT Industries,Inc. i
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED I
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 fin frame,prepared by Fenestration'resting Laboratory,Inc.,Test I
Report No.FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, 1
P.E. i
(Submitted under NOA No.07-0322.06) �
S. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 3
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 08/11/05,both signed and j
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No.05-1018.01)
6. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 I
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 j
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 a
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test ttt!
Reports No.NFL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by
Edmundo Largaespada,P.E.
(Submitted under 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)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung fi
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by
Edmundo Largaespada,P.E.
(Submitted under NOA No.05-1018.01)
S�
B
Manuel P F4 .E.
Product Control FxaAiner k
NOA No.16-0714.06 t
Expiration Date: March 26,2021
Approval Date: August 18,2016
E-2
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
C. CALCULATIONS I
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by j
Anthony Lynn Miller,P.E. f(
(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).
1
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,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 12/11/16.
i
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-51h 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 scaled 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 FTL-
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and r
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No.07-0322.06) S
4. Laboratory compliance letter for Test Reports No.FTL-4649,FTI-4723.FTL-4947,
FTL4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. €
(Submitted render NOA No.05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, 1
signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No.15-0519.08,issued to PGT Industries for their Series e
"SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and t
expiring on 03/26/21.
oi
Manuel Pe ez, E.
Product Control E amer [[
NOA No.16-0714.06 l
Expiration Dale: March 26,2021
Approval Date: August 18,2016
E-3
GENERA PACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED:
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) X2014 FLORIDA BUILDING CODE(fSC},5TH EDITION
•ASTM E1300.09
HANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
A.5116"LAM!CONSISTING OF(2)LITES OF 1(8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE'PL(SYKURARAY AMERICA,INC.} -ALUMINUM DESIGN MANUAL,ADM-2010
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISIS100.071S2-2010
1/8"HEAT STRENG
090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5116"LAMI CgNSISTING O�(2}11TES OF 118"HEAT STRENGTHENED GLASS WITH A
090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7116"LAMI CONS®STING OF(2}LITES OF 31t6 ANNEALED GLASS WITH A.090"KURARAY BUTACITE OPVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E.7116"LAMI CONSISTING OF(1}LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A
090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX 0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP
F,7116"LAMI CONS®STING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE 0PV8(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET
G.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A GENERAL NOTES.............1
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS............2
H.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES...,...3
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4
OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5
1,13116"LAMI IG:(1)LITE OF 1/8"TEMPERED,GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS HORIZ.SECTIONS............5
WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6
J.13116"LAMI IG:(1)LITE OF 11/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A EXTRUSIONS....................7
.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR,090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7
K.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3(16"ANNEALED GLASS AND(1)LITE ANCHORAGE....................8-11
OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L.13/16"LAMI IG:(1)LITE OF 118"TEMPBRED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY BUTACITE- PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.13116"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/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 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED
as c mrptyiug with the FIM-WA
Duil�liu0 Cork
i 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ALpnmeo r S
Fxpirai n Dnrn
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTG4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. Dr
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION k",_.i ade Pradoct Gmtmy
ALUMINUM DESIGN MANUAL !
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. V
9.THIS PRODUCT HAS BEEN DESIGNED&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,
JR
% nm9r
05118 F ADDED SPACERS TOSHEE7Z
nest y: o"m: neWww: 1070 TECHNOLOGY DRIVE �T GENERAL NOTES ••;'<,:,;;
N.VENICE.FL 39275
P.O. b: '- ''i;+...�'••..• t -1'�.. �..
' n"""`' ALUM.SINGLE WINDOW,IMPACT
.eax 15xs '
ta�„ar:a cr,"a,a r> NOKOMIS,FL$4274 VrslblyJ3errer e"N'y� NTS 1 a 11 nes{040-20 nF A-LYNIMILLER,P.E.
F.K. 911105 FL P.E.#68705
Part# Description Material
1 1 71 Kommed ng 4SG TPS Spacer System
72 Quanex Super Spacer nXT Wth Hot Melt Butyl See this
Sheet for
73 Quanex Duraseal Spacer Materials
41 1/2"NOM. 4 1/2"NOM. 74 Cardinal XL Edge Spacer
GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8988&8970
70 37 70
37 1/8"ANNEALED OR HEAT STRE GTHENED GLASS 3/1W ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090 PVB INTERLAYER
1/6"ANNEALED OR HEATS ENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
5116"NOM. 7116"LAMINATED
5/16"LAMINATED GLASS 80 1 or 82 7/16"LAMINATED GLASS 83,84 or 85
i
NOTE:
� LAMI IG OUTBOARD
_ 71-Z4 a EXTERIOR INTERIORL-`/ LITES MAYBE
1 1 (ALL SECTIONS) UPGRADED TO 3116"
WITH NO CHANGE IN
"PVB"= DESIGN PRESSURE.
KURARAY BUTACITE
1/2"NOM. 1/2"NOM. PVB INTERLAYER
46 GLASS BITE 46 or
GLASS BITE SAFLEX�PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 70 38 70
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5/16'LAMINATED 7/16"LAMINATED
AIR SPACE AIR SPACE
1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS
13116"NOM., 13116"NOM.
13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91
PRODUCT REVISED
ALUMINUM .wmplying with it.FlwidR
REINFORCEMENT Bmld"'e Code ,1
SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA AcceptuRw No
STRUCTURAL BUTYLENE Exp'rut' DBtc Y'
SILICONE SEAL 5116"NOM. "1 '
3/16"NOM. 5/16'NOM.
STRUCTURAL FOAM SILICONE SEAL By
POLYISOBUTYLEN 1/4"NOM. BUTYL&
WITH DESICCANT ROLL-FORMED Minmi nde Product Coo
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL
EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
r,r
INT.GLASS INT.GLASS INT.GLASS
INT.GLASS
7, KODISPACE 72 SUPER l3 DURASEALD 74 XL EDGE"'
4SG TPS SPACER'DNXT SPACER SPACER
;JRBY
mo*5105/18 F ADDED SPACERS. GLAZING DETAILS •••'''•°` �
. aa: ReN 1070 TECHNOLOGY DRIVE •�;, .',. "'•}',..,, -:.'; �
N.VENICE,FL 34275 �'' i�I•�'''
H. mw Rebbna. — ALUM.SINGLE HUNG WINDOW,IMPACT , ,,
P.O.BOX 1529 �� sex uBa Rn. A.LYNN MISER,P.E.
omnep DMB t» NONOMIS.FL 34274 Visibly Buter 8H700 Full 2 a 1 f 4040-20
F.1G H/i/05 J.J. 1/23/07 F FL P.E.#58705
IM FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP- FRAME DIMENSIONS
I WINDOW HEIGHT
jfDTTj GLASS TYPE 66' 6 70" 72" 74!' 76"
MEETING RAIL
48" A,B,M "'-t-800 -80-If +80.0 1 -80'0 +80'0 -80.01+aO.o- -80.0 +80,0 1 -80.0 +80.0 -80.0 +80.0 -so. HT,
A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 80.0 -80,0 +79.0 -79.01.
-62" A,B,M -+80.0 -80,0 +BD,O -80.0 +80.0 .80.0 +80.0 ioo--o +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 SASH
-- 531181, A,B,M +80.0 -80.0 +80,0 -80.0 +79.6 -79.6 +78.2 -78.2 +76,9 -76.9- +75.4 775,4 +74.0..-74.0
UPT0631/8"j C,D,E,F,G,H,I,J,K.L +80.0 -50,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +800 -mo +Ao.o
14 -._80.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH- GLASS TYPE 38 318' 50 618" 63" 77' 74' 76"
48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80�0 +80.0 -80.0 +70.0 -70.0 +70.0 -70�O +70�O -70.0 HT. MEETING RAIL
A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70,0 -70.0 +70.0 -70.0 -T
. 68.8 -68.8 +67.6 -67.6
531/81, A,B,M +80,0 -80,0 +80,0 -80.0 +80.2. -80,0 +75.0 -75.0 +6&0 -68.0 +66.7 -68.7 +65.5 -65.5 STH
62' A,B,M +80.0 -80.0- +8670 -80.0 +80.0 -80.0 +769 -76.9 +70.0 -70.0 +
UPT0531/8"I C.D,E.F,G,H,I,J,K,L +80.0 -ao.o +ao.o -80.0
+80.0 -80-0 +80 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WJT
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.Wl SASH 76**FLANGED AND 75"INTEGRAL FIN) - MINUS
WIDTH GLASS TYPE 171!5" 2211116- 283116" 33 314" 1 39 5/16" 4413/16" 60 3/8'Lj 6516116" SASH
1
631/8 + mo +80.0 -60.0 +80.0 -80,0 +80.0 -80.0 1+70.0 j -70.0 1+70.01 -70.0 1+70.0 1 -70.0 1+70.0 1 -70.0 HT. HT.
MEETING RAIL
GLASS TYPES: TEST REPORTS TABLE 4.
SASH
A.5/16"LAMI-(1/8" FTL-4647.4648,4723,4957
B75TJ6--LAMI-(1/8"A,,090,1/&'HS) FTI-4647,4648
C.5116-LAM[-(118"HS,.090,1/8'HS) FTL-4647,4648
D.7116"LAMI-(3116"&.090,3116"A) FTL4645,4885
E.7116"LAMI-(3/16"A,.090,3/16"HS) FTL-4645
F.7116"LAMI-(3116"HS,.090,ZIMTHS) FTL4645 PRODUCT REVISED
G.13116"LAMI IG-1/8"T,AIR SPACE,5116'LAMI-(1/8-A,.090,1/8'A) FTL-4646,4723 D`2l'lmi"pg'5c*"'A""th the Flodda
H.13/16"LAMI IG-1/8"T,AIR SPACE,6116"LAMI-(118"A,.090,1/&'HS) Amq,im ,q,,,1(41*0 14,,r-
FTL-4646
iralt.,pale r7 1
1. 13116"LAM[IG-1/8"T,AIR SPACE,5116"LAM]-(1/8"HS,.090.1/8"Hs) FTL-4646
ny
J.13116'LAMI IG-118"T,AIR SPACE,7116'LAMI-(W16'&.090,3/16'A) F71-4649,4650
K.13/16"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16-A,.090,3/16"HS) FTL-4649,4650,4958
L.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAM[-(3116"HS,.090,3116"HS) FIL-4649,4650
M.13116-LAMI IG-118"A,AIR SPACE,5/16"LAM[-(1/8"A,.090,IIW'A) FTL-5063
NOTE30-m 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 05
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8°MINIMUM TO 38"MAXIMUM.
4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY
LIN "v
1070 TECHNOLOGY DRIVEIrmlp A- -1- IRESSURES
N.VENICE,FL34275
P.0.60X 7529ALUM.SINGLE HUNG WINDOW,IMPACT
144ibly Betr�
mam,ax oars- NOKOM16,Ft 34274 1 R- k N I
K 911105 6"Jil'1607 5H160 NTS a 11 4040-20 F FL P.El 58705
E3
IN 531/8"MAX.FLANGED WIDTH
521/8"MAX.I.F.WIDTH
49 5/8'MAX
DLO(ALL) c
75"M 75"MAX.
SEE DLO L LOA A 1,F* I.F.
TABLE —J HEI HT SEE D HEI 3HT SEE DLO C HEIGHT
76" TABLE 0 76****MAX. TABLE 76"M
FLANGE Ul FLANGED L FLANGED
HEI;3HT HE} HEIGHT
SEE DLO 38 116"
TABLE x MAX. T T—
(MAX.) SASH SEE DLO x SIE SEE DLO FLANGED
HEI TABLE 4 TABLE x //Of NO E4
[!� 481/47 X
VENT DL r(AL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
111
B E--j
75"MAX 76-MAX.
I.F. I.F.
HEI 3HT E—J HEIGHT
SEE DLO
TABLE SEE DLO
0 TABLE 0
76"MAX. 76"'MAX.
FLANGED FLANGED
j HEIGHT HEIGHT
76TMAX Ft "IiM�X-
iGHT
MA 76"MAX
0
E
3 T
MAX)H
L
(ALL)
A
7B
DLO
'LE 0
L
IfTAIILEjXBuitd ng Code
1 20 20' PRODUCTREVISED
SEE DLO T,ABLE SASH SEE DLO TABLE x SASH M cmiplying�ilh tjw F-kA&
/Of
HEIGHT HEIGHT,
if
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.
-IT T/I 7
ander. em: Rvwymr. IUD TECHNOLOGY DRIVE ELEVA
MVENICr.F04276
P.O.8QX 1520 ALUM.SINGLE HUNG WINDOW,IMPACT
Oeta
r— I RYK
A.LYN�MLLER,P.E.
N � —
OKOMIS,FL Vl$tbly Heuer
F.K. .911105 J.J. 2523107 swoo NTS 4 11 4040.20 F FL REX 58705
2.784" NOTE:NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27
OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED
MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
1 INSIDE INSIDE
9,10,11,15,16
31
MAX. 2.710"
FIXED 7,8 OR 17
LITE
DAYLIGHT 25
OPENING _
OUTSIDE
25 I► —MAX.FIXED LITE DAYLIGHT OPENING
MAX.WIDTH 6
SECTION A-A
OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE
23
47 50
MAX.
HEIGHT 21 2.946
HIGH
OUTSIDE SILL 2.330 tl
LS LL
1 �L
MAX.
VENT DAYLIGHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OUTSIDE
OPENING — — — — — — — — —
6$ I.F.FRAME 2.7'10°
PRDDWC'I'IiEVISG6
28 53 I
4
H I m cmnPlying w th 1h Florida
OUTSIDE
2.9 6" 6
LluiidinpCoda
AaoptnOca Pio I
tT^rpiral' Dute ,
53 Hr
[viimai Je i'mdrwtC rat
2.330" (HIGSILL) 63
52 (LOW SILL)
SEE NOTE ABOVE 54 64
67
3 30 12 ONLRALIFT 69 ULTRALIFT
12 ONLY SECTION C-C �7
OP
RADIUS T
SECTION B-B RA
ALTERNATE HIGH SILL (HEAD DETAIL DIUSTFLANGED VERSION)
(LOW SILL SHOWN)
rower• am: aoNaon.: o.+a+.+: .'
ONS
gwwy Dam: ReY.+bN: 1070 TECHNOLOGY DRIVE SECTIib. ,�',' •";�' ,. ',C' .,•``
N.VENICE,FL 34275 /' t.�.. -�,•'
^� a•�m^e P.O.eox 1s20 �T ALUM.SINGLE HUNG WINDOW,IMPACT
NO.O.BO FL 34274 Visibly Better °` oo.wna n..: A.LYNN MILLER,P.E.
a—W. ata: chi aero: SH700 Half 5 � 11 4040-20 F FL P.E.#58705
F.K. 911105 J.J. 2123107
I.F.FRAME SEALANT ALONG ENTIRE JOINT
1 or 47 2 I.F.FRAME
rI - z.7ea--{ .osz � I II II
2.830 2.330
1.363
.062 6 or 50
O FLANGE FRAME HEAD I
#4002A,6063-T6 I�-2.784
O FLANGE FRAME SILL (LOW) WELD
1.749 3 CREW
S
#4003C,6063-T6 I 6 or 50 ALONG
SEALANT OR GASKET BOSS(2)
AT HEAD AND SILL
121.710
1 I-•+1.513-�� .738 I
.062 .490 .040
.062 - VIEW D-D VIEW E-E
�1.451
(1!1 8,VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER _ FRAME CORNER CONSTRUCTION
OFLANGE FRAME JAMB O #4025,6063-T5 17 #4053,6063-T5 .050
#4004,RADIU TO �-L
(USED AS RADIUS TOP HEAD) � 1.185
��.6ff7''8
1.342 I-.-2.279•�'� ~-2.326---�I .062 -9 1.096-1 r
I 41 GLAZING BEAD,5/16"
#4039B,6063-T5
1.979
062 2.155 1.707 os2 SASH SIDE RAIL
.062 31 #4008,6063-T5
FIXED MEETING RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)
678
21 #4054A,6063HD-T6Q #4006C,6063HS-T6050#4007,6063-T5 .050
1.096- ---�{� PRODUCI'REVISEU
7s 42 GLAZING BEAD,5/16" �complying with III,Flomhin
O
sld ng cDaD l
#40448,606LL K gflu ccaplo"ce Nn IG-O 4 O(o
2.326--^-1 1.096 T (USED W1 GRILL KIT) [-Ypirnt'in Date ��21
-}�--�I
062 44 GLAZING BEAD 7/16" �'
bli�mi aAe Pnxtuct Con rol�
2.946 #4222,6063-T5
3.446
2.638 683 .050
.062 •,.
oSD�I '678 46 GLAZING BEAD,13/16"IG
(�-2.784--� 1.115 y�--��� #4067,6063-T5
GLAZING BEAD,7/16"
FLANGE FRAME SILL(HIGH) 6g SASH BOTTOM RAIL (HIGH) 45 r---'.
69 #4051A,6063-TS #985C,6063-T5
#4050A,6063-T6 (USED W1 GRILL KIT)
RwN6Y• Deb: ROW.Nac t �,).'•• • •' '•;.
EXTRUSIONS&FRAME CORNER DETAIL
1070 TECHNOLOGY DRIVE �i�',';�,. � '•
DY: Oa!e: ReNebnf: rtb: ^:
N.VENICE.FL 54275 i.�i�'i i'`'
aDY Deb: floN p ALUM.SINGLE HUNG WINDOW,IMPACT "' !;; "
P.O.BOX 1520 seeoMoeee �,,,. oro,t. u.,wvna R.r. A.LYNN Ar{ILLI P.E.
-ar. Deb: Drn B.Deic NOKOMIS.FL 34274 Visibly BeKer SH700 Haff 1 7 a 11 4040-20 F FL P.E.#58705
F.K. 911105 J.J. 2/23/07
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
' 1. ANCHOR TYPES: 1-1l4"ELCO TAPCONS
WINDOW HEIGHT
2-1/4"ELCO SS4 CRETE-FLEX
SUBSTRATE: 28.603 34.603 40.603 1 46.603 52.603 58.60 V 64.603 76.000 3-#12 SCREWS
ANCHOR TYPE: p U U p U U p U U p U U p U U U p U U p U U 2.ANCHOR LOCATIONS ARE BASED ON THE
WINDOW GLASS ONZ ZmONZ ZcnONZ ZcoONZ ZcvONZ ZD7pr� 2 ZmONZ Zcr,Ocq Z
O'—C)C O H O of O O� 0 0 C,4 O H O n1, �O N O H O�i O O FOLLOWIING DIMENSIONS.
WIDTH TYPE U U U U U U 0 U U U U U U U U U HEAD-18 1/2"MAX.FROM TOP CORNERS
C,TYPE F.G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1JAMBS-17 1/2"MAX.FROM TOP CORNERS
_ _ ,.. " 15"M .F O BOTTOMNERS
H,I,J,K,L2 1 1 1 2 2 2 1 j 2 2 2 212 2 2 2 2 2;2 2 2 2 2 2 2 2;2 2 2 2 2 2 2 21 3 2;2 3 3 6"MAX.BELOW MTG.RAIL
19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED
. . .. . ... .. ...
1 12 1 1 1;1 1 2 1 1 1 2 2 2 1 2 212 21 2 212 21 2 2 2 212 2 2 2 2 212 21 2 212 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, _,... _ ... _ .. _. _- .. .. _ _.__.__. __ NOTE 2. "
H,I,J,K,L 1 2 1 1 1 2 1 2 1j2 1 2 2 2 1 2 2 2 22 212 2 2 212 212 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3
24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
Ag'M 1 2 1 j 1 1 2 1 2 1 12 1 2 212 112 212 212 212 212 21-2 212 212 213 2 2 2 2 2[3 -212 2 3313 212 3 3 A E FLANGED LE SINDOWS. INTEGRAL FIN DIMENSIONS
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 5.DESIGN PRESSURE LIMITATIONS:
H,I,J,K,L 1 2 1 2 2 2 2 3 _12 2I 2 2'3 11 2 2 3 2 3 212 2I 3 21 3 212 213 31312121313 3 4 3 2 3 3' 3 4 313 414 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.000 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
AB,M _. __..__..._ _ ... ._.. __. .__.... ._ ----. ._ ._ _ I-- - MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1 12 1 12 21 2 2 3 1 12 2 2 213 1 1 2 21 3 21 3 212 2 3 21 3 212 2 3 3 3 2 2 3�3 314 312 3 3 314 3 j 3 4�4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN
PRESSURE FORTH
H,I,J,K,L 212 1 2 212 2 3 1 2 21 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 213 213 3 4 2 3 3 3 3 4 31 3 3 4 31 5 313 4 4 RESPECTIVE SIZE
37.000 1 1 1 1 1 1 2 1 1 2 1 1. 2 2 1 2 2 1 2 2 1 2 2 2 AND GLASS TYPE IS
AB,M 2;2 1 2 212 2 3 1 2 21 3 21 3 212 2131213 212 21 3 213 21 3 213 314 213 313 314 31 3 314 31 5 131'3'1414 AVAILABLE.
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 H,I,J,K,L 221I221221321221323222323213211321421333 3423 3435 313344153344
22 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
A,B,MI 2 1
2 11,2 2121213.212,213 213 212 213 213 213,213 214 213,313 314 213,314 315 313 3;41415,3131414
PSF 79 TABLE KEY:
C,D,E,F,G, 2 2 2 2 2T2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2
_ _... _, ._.. _.. .__ _ .... .. _ _ __ - ____ .._.
44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 213 31 3 314 213 313' 314 213 3 4 3 5 3 3 3 4 41 5 314 4 5
(DP LIMITED) 118 PRODUCrREVISPD
2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .cm„pl...with the Florida
HEAD 2 +ilding Cndc
22 21221221322213232123324213313 3'4233331423 3435 33314415314415 ` AcccptnnroN0 -O O
PSF 79 79
MTG.RAIL
JAMB ABOVE
2 3 R ,unt0t9�r 21
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW a0, wxt control
Ey
_ M' i ndc Pro' �
48.000 2221222232122331423Lfj3331421,331431423343� 1 4j 34515 MTG.RAIL
AB,M 2 -. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2
2 212 2 2 213 2I2 2I3 3I4 213 313 314 2j3 3 4 314 213 3 4 315 313 314 315 313 4 5 416 3I4 515 (FULL❑P)
SF 72 79 79 HEAD 2 Nr;,
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2 3 JAMB ABOVE 213 ^'r,•;;•. ;;,,';,
53.125 H,I,J,K,L 2 2 212 2 2 2 3 21 2 21,3 314 213 314 3 4 2 3 314 3I 4 3 3 3I4 3 5 313 4 4 416 3 4 415 416 314 5 6 G.RAIL
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW
AB,M 2-1-2121 2 2 2 2 3 2 j 2 213 3 4 2I 3 314 314 2;3 314 3;4 3 3 3114 3I 5 313 414 415 313
AIR 416 3:4 All— MTG.RAIL l{-
Ro By.P.-im",
Rv4e .j /�
Fe p RO4*_ 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS
N.VENICE,FL 34275ALUM.SINGLE HUNG WINDOW,IMPACTP.O.BO%1529 I' INOKOMIS,FL34274 Visibl Better s'"""`o°" Sn""' 6r1° °""`"0"4 R^< A.LYNN MILC��2,P.E.
cw id. D.m 9 SH700 NTS 8 n 71 4040-20 F FL P.E.#58705
J.J. 2/13/07
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: .
1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS
WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX
SUBSTRATE: 29.655 37.155 44.655 1 52.155 59.655 1 67.155 7.4.655 76.000 3-#12 SCREWS
ANCHOR TYPE. ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U U U ❑ U U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON THE
WINDOW GLASS m0 z Zm0 Z�Zm0 z Zm0 z zm0 Z zc'j Z zm0 z Zm0 z z
NONO�ON NO ONONO�O�iONO�OciONO�OniONO�OciONO' OcVONO`-O FOLLOWING DIMENSIONS:
WIDTH TYPE U U U U U U U U U U �y U U U U U U HEAD-181/2"MAX.FROM TOP CORNERS
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS
_ .. .... ... .. ..... ..... ..._. __... .. ... 15"MAX.FROM BOTTOM CORNERS
H,I,J,K,L j I 1 1 2.2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 212 '2 2 2 2 2 2 21 2 2 2 3 2 2 2 3 2 3 2 .2112 31121 6"MAX.BELOW MTG.RAIL
19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED
ABM .. .. ... .. -. .. .. - . . .-
1 1 1 1 1 1 1 212 2I 1 212 212 21'i 212.212 212 2 2 212 2 2 2 2 212 2'2 212 3121212 312 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR
PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2.
24.000 H,I,J,K,L --IFl 1 1 1 11112'1 2 1 1 1 212 2!2 2I 2 212 2;2 212 2 2 2 2 2 2 3 2 3I 2 21 2 3 2 3 2 2 2 3 2 3 2 2 2 31 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A,B,M -11-i
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11. 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1 1 1 1 1 1 1 212 1 1 1 212 212 2I 2 2 2 2 P 2 2 2 2 2 2 212 312 312 2 2 3 2 31 2 2 2 3 2 3 2 2 2 3 2 ARE 1"LESS.
PSF 68 77 5. DESIGN PRESSURE LIMITATIONS:
C,D,EF,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.000 H,I,J,K,L 1 1 1 1 '1'-
67 21 2 21 2 212 2 3 2I 2 212 3 3 2 2 3 3 31 3 3 2 3 3 3,3 2 2 313 413 3 2 4 3 41 3 3 2 41 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M _._1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
1 1 111 2 2 212213 212 2 2 3 3 2 2 3 3 313 3 2 313 3i3 212 313413312 413 413 312 413 MAXIMUM DESIGN
PSF 59 79 PRESSURE FOR THE
RESPECTIVE SIZE
C,D,E,F,G, 1 1 1 2._. ..1 -1. .-2_ ..1 ....2 . ..2_ 1.._ 2... .2.. 1 2 2 ..1 2 ._2 .._1 2 ..2_ *312
1. . 2_ AND GLASS TYPE IS
37.000 H,I,J,K,L 111 111222221223222333223333334333312 3341331241341431243 AVAILABLE.
A,B,M 1_ 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
1 1 1 1 1 1 2 2 212 22 213 212 213 313 212 313 313 3 3 413 3;3 312 3 3 4 3 3 2 4 3 414 312 413
PSF 54 79 62 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 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 213 212 313 313 212 31 ' 3 3 3 413 313 313 413 4 4 313 413 414 313 513
ABM 2 _2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
111111 2221221221321231331321233413334':3313334134143341344313513 TABLE KEY:
PSF 49 79 56 79 79 MAX.PSF
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
_ ____ . .. _. . ._ .... -314
. .. .... . _ ._. . _._ (DP LIMITED) 117 1'ILODUCT REVISL•D
44.000 H,I,J,K,L 111111 22212223132123331421333414313413414334344334134,43354 HEAD 3 uldo, in wish tioFlorhLe
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HRii P"Code
A,B,M - - _._...i. _.. _. JAMB ABOVE 3 3 AcccpRncctJn I O IQ.C�o
1 1 1 7 1 1 2 2 2;2 2 2 3 3 212 313 314 213 3 1 3 414 3 3 4 3 4 4 313 413 414 313 413 4 4 313 514 C imtk Dete 8 202!
MTG.RAIL
PSF 45 74 51 74 79 79 Hr-
C,D,E,F,G,_2 2 _2_ 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Miami lde FlwhxlCCR>ti'td�
48.000 H,I,J,K,L 11 1111 222122233212313314313 3 3414334!44!43 3 44414413 51414!4 413 514, MTG.RAIL
2 _2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2
A,B,M 1 1 1 Tia 2 2 21 2 2 2 3 3 2 2 3I 3 3I 4 313 3 3 414 313 414 414 313 414 414 41 3 514 4 4 4 3 514 FULL DP
PSF 41 67 46 67 76 79
HEAD
JAMB ABOVE 2%
C,D,E,F,G, 2 2 2 2 2 2 _3 Z 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL
53.125 11111122222233333344334;44433414414313 4451543545,54354 JA H,I,J,K,L
2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 A -
A.B,M - '- - -.I I MTG.RAIL
1 1 1 1 1 1 2 2 212 Pr2 3 3 3!3 33 414 '313 4 4 414 313 414 4;4 3 3 414 514 4 3 5 4 5,4 413 5 4 y7
ReneVY Uel Rev ... Ueee Dee'e
P T ANCHORAGE SPACING,STANDARD VIEW
a„4ay,. R„�,,,,, 7117N TECHNOLOGY DRIVE
N.VENICE,FL 34275 ALUM.SINGLE HUNG WINDOW,IMPACT •''III�'• '�'O 1
ma4RY Uel”: RwUlmz'
P.O.B.Fl.34 3 — e,,,,,, __ I A.LYNN MILLER,P.E. I
Dm BY. o.la cno w aue: NOKOh11S,FL 34274 Visibly Beaff m F i
F.K. 7129/05 J.J. 2/23107 SH700 NTS 9 11 4040-20 FL P.E.#58705
ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHTTABLE7. ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE S. 1. ANCHOR TYPES: 1-114"ELCO TAPCONS
SUBSTRATE:-- 17.125 1 22.668 28.211 1 33.754 39.29-1 44.839 50.382 '---5'5—,925 2-114"ELCO SS4 CRETE-FLEX
ANCHOR TYPE:-:"o L) a 0 L)--a. 0 u 0 a 0 0 . L) 0 3 #12SCREWS
0 z zmO z z 0 z 0 z z P)0 z z c)0 z z
WINDOWIGLASS I C14 01 cqo 0 z z c\I — I"
00 cq z-z' 0 (0)cq 01—01-C'C-4 7— 4�111 0-0 2.ANCHOR LOCATION"S ARE BASED ON THE FOLLOWIING
cq 0 0 c'f 0 0 a 0 0 a 0 0 CN c1r (q -
0 0 C) (.) 0 0 0 0 0 0 DIMENSIONS:
WIDTH TYPE 0 ", . 0 0 2 0 0 34 0 0 01 0 L) 0 HEAD-18112"MAX.FROM CORNERS
19.125 D,E,F,J, 1 11 1 1 1- 1 . 1 1 1 1 1 1 i -I 1 1 1 1 - 1 . f-1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS
K,L 1 11 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 112"MAX.ABOVE THE MEETING RAIL
24.000 D,E,F,J. I I I ....1 1-1 1 1 1 1 1 —1 —1 —1 1 1 1 6"MAX.BELOW MTG.RAIL
K,L 15"MAX.FROM BOTTOM CORNERS
. 1 1 2 2 2 2 2 3 3 2 3.- 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED
32.000 D,E,F,J,1 I I 1 1 1.. , 1 1 2 _I I 1 1 1 1- 1 1 1 1 1 11 I 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
1 1 1 2 1 2 2 3 2 3 3 3 1 3 3 2 3 4 3 4 41 3" 4 5VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
PSF J -79-- —3 6 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
2 2 2 2 1 2 2 1 2-.—2 1-1-2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW,
37.000 D,E,F,J, I I 1 1 —2 1 1, 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
I 1 "6- -.2 3 3
K,L 1 1 2 .—2 1 3 4 Lj_ 3j 3 41 3 dII 4 4 5 5 1 4 6 WINDOWS ARE 12 5/8'MIN.TO 38"MAX.
PSF j 1 79 79 1 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
40.000 D,E F J,j 1 2 1 2 2 2 2 FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE
2 2 2 2 2 2 2 2 2 �22 "LESS.
2_
'
K,L 1 1 1 2- i- 2 3 -3 4 3 4 4 3 4 4 3 5 4 4 1 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS:
PSF j 79 1 1 76 79 77 79 79 79 SIZE
BLOCKS OF THE ADJACENT TABLE WITH A BOLD
44.000, D,E,F,Jf_2 2 1 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 1 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
K,L 2- 3- 4-14 q 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN SOLD. OTHERWISE,THE MAXIMUM DESIGN
PSF 78 79 1 70 79 79 71 79 7.7 76 PRESSURE FOR THE
48,000 D,E,F,J, .2_,_2 2 2 2 2 2_ 2 2 3 2 2 2 _2 2 3 1--T-TT-2-T-2 --y-T--2--F—2 RESPECTIVE SIZE AND
1 1 3 3 5 4 5 5 4 6 5 1 4 1 6 6 1 5 1 6 AVAILABLE.
K,L 1 2 2 GLASS TYPE IS
PSF 71 79 63 71 -79 64- 74 66 77 69
53125 D,E,F,J, 1__L J� 2 2 2 2:—3 3 3 9 TABLE 7.KEY:
K,L 1 1 2 2 2 3 3 1 3 '---4- MAX.PSF
69
I�E-�Tt-3--F-2-1-3 3 1 2 1 3
3 3 2 _ 3
5 5 6 1 (DP LIMITED)[112
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD ,2
TABLE 8. JAMB ABOVE 2_
SASH HEIGHT MTG.RAIL
SUBSTRATE: 12.776 15.776 18.776 1 21.776 24,778 27.776 30-.776 31.106
ANCHOR TYPE. 01, 01 0 'i a 0 0 8 0 0 01. c' fFULL DIP)
8 8 0 � 0 0 O — Z 0 z z z
0 L) c) ON ONO 111� 'j — o
I Z - - 0 C.) L)
z m0NZ — z 0 z o1q 0 � o 0
WIND HEAD ?
WIDTH JAMB ABOVE 4
19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 PRODUCr RFvISEn
2 -2---2 -2-T 2 2 1 2 2 2 2 2 MrG.RAIL u 11m FIMda
24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 j 2- 3-1 2 2 3 2 2 Cd.
3Z000 2 1 2 2 2 2 3 2 2 3 2 3 3 1 2 3- 3 4 1 2 3 4 2 3 C' 21I
79
37.000 —2 -3--F—2 --3-T-3-T—, -3-T-3-F—3 --4T-3-T-3 74F3-T-4 TABLE B.KEY:
2 1 2
40,000 74 — —--T 2-1-3 :73E37-1-3 MAX PSF
2�1 2 2 2 2 1 2 3 2 T 3 3 --4T-3-1-3 41:4 (DP LIMITED} 112
44.000 68 78 JAMB BELOW 2
2 1 2 J-2 2 2 2 3 2 1 3 3 3 3 --4-F-3--T-3 d 3 4 5 1 3 1 4 5 3 4 MTG,RAIL
48.000 63 72 70
2 2 2 2- 2 2 3 2 3 4 3 3 �4��1�4�1==4 (FULL DP
1 73 58 66 72
53.126 JAMB BELOWe ��`
2 2 2 2 =3 3 1 3 4 1_3 4 3 4 MTG.RAIL IiL
R-d5y. V.. R.41—
LOGY DRIVE --01-TANC'"HORAGE SPACING,CUSTOM VIEW
N•VENICE,FL 34275
P.O.BOX 1529 tic ALUM.SINGLE HUNG WINDOW,IMPACT
v
-a;w-o)r Ew— -V-Z------ NOKOMId.FL 34274 Visibly Rette- A.LY�ihiki.EI]t.P.E.
F.K. 7129105.. J.J. 2123107 SH700 NTS 10 w 11 404020 F
FL P.E.#58705
� EXTERIOR INTERIOR NOTES:
WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
All_HEAD AND SILL DETAIL )
1-314"MIN.E (SEE NOTE 2&3) APPROVED 114�'ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4".
--FJSEE NOTE I&3) 2x WOOD BUCK 2,FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(135)OR
(SEE NOTE 4) T'MIN.EDGE 114"564 CRETE-FLEX.
3.35 1 MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
CO CRETE .:. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE
1318"MI 1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 10. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
.13/4"MIN., -CRETE-FLEX
OP IONAL lx INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
W OD BUCK MIN. 1 1/2"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
(S E NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
1/4' 114„ 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
S MAX, SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
DETAIL A DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
1 114" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
MIN. MIN,
114"MAX HIM 1/4" .ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MAX..SHIM
7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT,
flIN, 1-3/4"MIN EDGE 1"MIMEDGE EDITION.
1111k,• CONCRETE ANCHOR, WOOD ANCHOR,
F RAIL.(SEE NOTE I&3) FH BELOW MEETING
H BELOW MEETING
RAIL,(SEE NOTE 2&3)
3.35 KSI MIN.CONCRETE INTERIOR
OR 14 KSI MIN.CMU 71
(ALL JAMB DETAILS)
ix Bl_ K OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK EXTERIOR
CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4)
ILC DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4" —518"MIN.EDGE
2-1/2"EMBEDMENT— MAX.
SHIM 114'
—WOOD FRAME ODD FRAME MAX Pnr)[)UcrlwvlsrD
Cmiplying N8ith Tim FICXMA
ffib 5/8'MIN EDGE
p
'M
tyuildiug C'.
.131`DI%MjllN. INI
M
2-112"EM EDMENT 31V x2l di., &8'
.131"DIA.MIN. AT CORNERS Dy
x 2 1/2'NAIL, AND 5"D.C.
r
'2 A
AT CORNERS —WOOD FRAME
AND 61 O.C. 5/8'MINtt.EDGE
131"DIA.MIN. f
71/4"J7
x 2 1/2-NAIL,
MAX.
AT CORNERS
SHIM ME
AND S'O.C. V2-1/2"EMSEDMENT
DETAIL F,(HEAD) DETAIL E (JAMB) DETAIL G,(SILL)
TYPICAL INTEGRAL FIN ANCHORAGE
10mr
1070 TECHNOLOGY DRIVEANCHORAGE DET AILS
N.VENICE,FL34275
R2�p V.-OF R.Wt M.-IL -mm ALUM.SINGLE HUNG WINDOW,IMPACT
P.O.BOX 1529
NOKOMI�,FL 34274
am u;;R;Fb_y 1��__v R,P.E.
Tww A LYN�UIL'
RK 911105 J.J. 022�23107 4040-20 pl� FL P.E.#58705
Florida Building Code Online Page I.of 3
a a 3
M,
r
oi�
BCIS Home ? Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications j FBC Staff BCIS Site Map Links Search
d--- Product Approval
o USER:Public User
^rodurt Argroval Meru>Product or Application Search>A i I'. .ion List>Applicati etail
y FL# FL239-R24
Application Type Revision
Code Version 2014
Application Status Appro
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer INorthVenice
es
Address/Phone/Email logy Drive
F100 Ext 22318
druark@pgtindustries.com
Authorized Signature I Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval
Date Approved 09/08/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 6/21/2017
Florida Building Code Online Page 2 of 3
C Summary of Products
FL# Model,Number or Name Description
239.1 ISH-200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL232.Rio C CAC 16-OSQ �GJ_prif
} Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Ti 16-0505.02.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.12b.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 I1 15-0612.12b.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 ISH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.05.pdf
4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
t Impact Resistant:No 01/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 I: 16-0714.05.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.06.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.06.1)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.vdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.01.0f
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.02.ridf
Approved for use outside HVYZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.02.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 15-0612.11 LMi.rdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 15-0512.10 SMI.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:No 07/30/2020
htt .//www.floridabuildin or / r/ r a dtl.as x? aram=wGEVX wtD uSlBu8CAEm... 6/21/2017
p' g• g P P PP_ P P Q q
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.04.odf
i product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.10 SH-5500(Large Missile Impact) inyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Y FL239 R24 C CAC 16-0714.03.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.03.Ddf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
ick fI.„c,
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copvrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
Mj WE Ed M
Credit Card
safe
1
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEm... 6/21/2017
i
MIAMI-DADS MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RF.R) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) innv.miamidade.eovleconomy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 e
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 i
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 AIIJ(in areas other than Miami—Dade County)reserve i
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 revok lreptanceifitis, etem fiami—Dade County Product ControlSection that this product aterial fmeet the requirements of the ap le bi'Iding code.
This product is appro d as describen,and has been designed to comply the Florida Building
Code,including the II h VelociTy h7_one.DESCRIPTION:Series —700" num Single Hung Window—L.M.I.APPROVAL DOCUMENT:Draw40-20,titled"Alun.Sin le indow,Impact",sheets 1
through 11 of 11,dated 09/01/05,with revision F date 6,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.
0
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, q
model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise
noted herein. i
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 ofNOA.
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 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
'Fite submitted documentation was reviewed by Manuel Perez,P.E. I
NOA No.16-0714.06
MIAMI-DA®LINTYQ'�/L��{p Expiration Da le: March26,2021
• ' CJ Approval Date: August 18,2016
Page 1
j