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FL# Type Manufacturer Validated By Status
FL239-R22 Revision PGT Industries Miami-Dade BCCO-VAL Approved
History Category:Windows (786)315-2590
Subcatego Single Hun
*Approved by DBPR.Approvals by DBPR shall be revIeWe64Ad.Fabfffd by the POC and/or the Commission if necessary.
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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 mall.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:
eCAe,
seturit'itE:t'nICS
l
https://www.floridabuilding.org/pr/pr_app_lst.aspx 4/11/2016
MIAMI•DADE MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC.RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www.rniamldade.gov/economy
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including;n"ig�hv �itliurricane Zone.-
ESCRIPTIOAluminumSingle Hun Window—L.
APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, 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,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
.INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2
and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0519.08
MIAMI•DADE COUNTY r j I Expiration Date: March 26,2021
Approval Date: July 092015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. OS-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through
11 of 11,dated 09/01/05,with revision B dated 05/12/15,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E. (Submitted under previous NOA No.07-0322.06)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
..2)Large Missile.Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test
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)
3. 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 fm frame,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05,signed and sealed by'Edmundo Largaespada,
P.E. (Submitted tinder NOA No. 07-0322.06)
4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and
sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01)
Manuel Vor ,P.E.
Product Contr Ex iner
NOA No. -0519.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No. FTL-4947 and FTL-4650,dated 08/11/05,both signed and seated by
Edmundo Largaespada, P.E. (Submitted tinder NOA No.05-1018.01)
6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin flame,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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'h
Edition (2014), dated 05/12/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (MA)
for their"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 Butacite0 PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16.
Manue ere P.E.
Product Cout of Exa iner
NOA No. 5- 19.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51" Edition.(2014), dated May
16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
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
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947,
FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 05-1018.0.1)
G. OTHERS
1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series
"SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and
expiring on 03/26/16.
k 21)" a g
'-Manuel z P.E.
Product Contr 1 Exit finer
NOA No. 19.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
E-3
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2)
A.6116-LAMI CONSISTING OF(2)LITES OF 1/6'ANNEALED GLASS WITH A.090'KURARAY BUTACITE N8(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
B.5/161 LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/6'HEAT STRENGTHENED GLASS WITH A
.090-KURARAY 13UTACITE'OVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.SHS"LAMI CONSISTING Of(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A
,090*KURARAY BUTACITE-PVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7/18r LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A.090"KURARAY BuTAcrrE PVB(BY KURARAY AMERICA,INC.)
OR,090"SAFLEX"'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E,7/18"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3116-HEAT STRENGTHENED GLASS WITH A
,090'KURARAY BUITACITE61PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX ibVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP
A F.7118"LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
G.13/18"LAMI IG:(i)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 6/16'LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GENERAL NOTES
.090"KURARAY BUTACITE"Pva(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS............2
H.13/18'LAMI IG*(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116*LAMI CONSISTING OF(1)LITE OF 11W ANNEALED GLASS AND(1)LITE DESIGN PRESSURES--.3
OF 118-HEAT STUNGTHENED GLASS WITH A.090"KURARAY BUTACITE SVS(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4
OR.090"SAFLEX-PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.........._.5
1.13/16"LAMI IG;(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 6118"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS HORIZ.SECTIONS............5
WITH A.090"KURARAY BUTACtTEV8(BY KURARAY AMERICA,INC.)OR SAFLEX AVSS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST -8
-`P
J.131`181 LAMI IG:(1)LITE OF VV'TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16*ANNEALED GLASS NTH A EXTRUSIONS....................7
.090-KURARAY BUTACITEePVI5(BY KU AMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7
K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE ANCHORAGE 8-11
OF 3118"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 1/8"TEMPERED GLASS,AN AIR SPACE AND 711611 LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS
WITH A.09V U U ITE-PVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL C
C GEB
C
"0' L
MI IG:(1)LITE OF 1/181"AN DGLA B.-AWAWSPIACEAND-91FL-AMICO-NSIS-Tlff(-�--6r(2-IL--ITISZF'1181MNEMDGbASWITH'AW"I
,a -- -
CI SpV,(BY
.090. MUBUT ME
'-�OSWD-KURARAY BUOTACITE"OVS(BY KURARAY AMERICA,INC.)OR-090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFIGURATIONS:"OX"(V1,VfEW AND RADIUS TOP,ALL WJ 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 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 0 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED, PRODUCr REVISED
zadmplying Whh N FWWS
a-17,41 Colo
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. "C " '0'I
I lion to
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4640,FTL-4641,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTC-5003. By
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION miam adopmd can
ALUMINUM DESIGN MANUAL
B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701.
N N kl�
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ..........
HURRICANE ZONE(HVHZ).
A�c:
=p- -0
W.Pd.
.'Co"
A 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 14o 68I05
II'V15 6
6TH EOITION(204)FBO UPDATE 1070 TECHNOLOGY DfWE
GENERAL NOTES
N.VCNICE,FLM76
Ji. /11 0 2010FBCUPDATE
P-wor
J.R. CHANGM CAP GL40 TYPE TO TEWERED FROM HS P.O.agx ts2a ALUM.SINGLE HUNG WINDOW,IMPACT
NOKOMIS.FL 34274 vb1bly Better A L'ymmj R,P.E.
FAC ji'vs J'j. fa2i7ii- I'm 17TS I",1 - 11 4040-20 E _.FL P.E.#58705
NOTE;
1 LAMI IG OUTBOARD LITE$MAY BE
UPGRADED TO 3116"WITH NO CHANGE
R C TI /LIN DESIGN PRESSURE.
1j, 1/2"NOM. U1 112"NOM,
41 GLASS SITE 44I GI ASS SITE
]EXTERIOR INTERIOR(
(ALL SECTIONS)
3? (1 37
KURARAY BUTACITE
PVBINTERLAYER
80,81 OT 82 83,84 Of 85 SAFLE)ePVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
70 70
116"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 000 PVB INTERLAYER
IW ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
5116'NOM. 7/16"LAMINATED
ABED" S 7/16"LAMINATED GLASS
n `✓ Jl
1/2"NOM. 1/2"NOM.
46 GLASS BITE 46 GLASS BITE
38 38 �
PRODUCT REVISEDFbrtaa
os con plying with ft
SuitdinBlrada
86,87,88 OT 92 89,9 OT 91 Accep�m,xNo
' 'cation Rata
70 70
BY M!P?ci adaProdb-ct In i
118"ANNEALED OR HEAT STRENGTHENED GL SS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER 090 PVB INTERLAYER
118"ANNEALED OR HEAT STRENGTHENED G SS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
61,
6' 7116"LAMINATED �� OCti_•.:,.:.,111
AIR SPACE AIR SPACE `�`���,.•4tpENsg '•l'°Q ���
116"ANNEALED OR TEMPERED GLASS 1/8'TEMPERED GLASS 8
13/18"NOM. 13/16"NOM. 'iC: r r
No.�6/Ov,
3/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI %AE
LM. 1t11/f8 E REVIS RMANUFACTIJRER lu ItCHNOLOGY DRIVE O(AZ/NO DETAIL J'� (.�.FtORVP� (n
J.J, itNOTyl 0 No CHM,;ES THIS SHEET• 10N VENICE FL 3W6 ALUM,
m SINGLE NDN +/f!u`hI \``
G WINDOW IMPACT /"/I,NLI�l k%%"
dR OUBtttt C CHAHOEDW(XAW*YPET0MAPEREOFROMHB P.O.BOX 1628 tsr. A.LYWWIL ER,P.E.
FK IWI W J.J. W=7 Noxonus Ft 3az7a VlrlbJy BdtG! 8HT00 FUII 2 a 11 4040.20 E FL P.E,#68705
III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0..
WIDTH_ GLASS TYPE 631, 66, 1 68" 70" 72" 74- TO- MEETING RAIL
46' A,B,M +80,0 -80.0 +80,0 1 -80,0 +BO,O -80.0 +80.0 1 -80.0 +eo.o -so.o +eo.o •e0.0 +80.0 1 -80.0 H
11 A,B,M +80.0 -8010 +80.0 -80.0_ +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +8D.0 -80.0 +790 79,0 X H
62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.6 -78.8 +77.3 -77.3 +76.91-76.91
63118" A,S,M +60.0 -110.0 +80.0 00.0 +79,6 -79.6 +78.2 -78.2 +711.9 -76.9 +76.4 -75.4 +74.01 -74.
UP TO 63118" C,E).E,F,G,H,I,J,K,L +80.0 _80,0 +80701 -80.0 +80.01 -80.0 +8-0-.01 .80.0 +80.0 -80.0 +80.0 -80-0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0"
WIDTH_ GLASS TYPE 30 3/8" 441 60618" 1 63' Tr 74' 76"
48" AM,M, +80.0 1 -80.0. +80.0 -80.0 +80.() .80.ol+80.01 .80.0 +70.0 -70,0 +70.0 -70.0 +70.0 1 -70.0 H MEETING RAIL
Sol, A,B,M +80.0 -80.0 +80.0 -80.0 480.0 -60.0 +79.9 -79.9 _+70.0 -70.0 +70.D -70.0 +70.0 -70.0 X. J
ax, A,B,M +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +76.9 -78.9 +70.0 -70.0 +08.8 -68.8 +67.6 F-67.81 STK
1
63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 .80,0 +76.0 -75.0 +68.0 -68.0 +613.7 -681 +65.61 -85161
PEFTO-_63118- C,D,E,F,G,H,I,J,K,L +800 -80.0 +80.0 .80.0 +80.0 .80.0 +80_0 I-KO +70.0 -70.0 +70.0 70-0 77-00-F-5-701
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. 7-
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.Wl SASH::76"FLANGED AND 76"INTEGRAL FIN) .0. MINUS
WIDTH GLASS TYPE 17118" 2211116" 1 28 3116" 1 3331N' 39 6118" 65 15116" - SASH 1 4413116" 1 60 318" 1 HT.
63118" DE.F,JK,I!,&l+80.0_1 M.0 1+80, 1 -80.0 1+80.01 -80.0 1+80.0 1 -80.0 +70.01 -70.0 1+70.01 -70.0 1+70.0 1-70.0 +70..0 -70.0 HT. MEETING RAIL
S
GLASS TYPES: TEST REPORTS TABLE 4. ASH
A.5116"LAMI-(I/8"A,.090,I/0'A) M-4647,4648,4723,4957
B.5118"LAM11-(I/8"A,.090j/8"HS) FTL4847,4840 -
C.6/16'LAMI-(iff'K.090,101-18) FTL4847,4648
D.7116-LAMI-(3116"A..090,3116"A) FTL48415,4885
E.7116"LAMI-(3/16"&.090,3/16"HS) FTL-4645 PRODUCE REVISED
cmplying with th.Fkd&
F.7/16'LAMI-(3/16"HS,.090,3/16'HS) M4646 0111ldn"S Coda
G.13116"LAMI IG-118"T AIR SPACE,5116'LAMI-(118-A,.090,118-A) FTL4646,4723 AcwPllwlco No I5-
Qg
H.13116"LAMI IG-1/8"T,AIRSPACE,5116'LAMI-(I/VA,.0S0,IffHS) FIL-4646 y
1. 13/16"LAMUG-1/0"T,AIRSPACE,SMS'LAMI-I[lill-K.090,1/8-HS) FTL4646 M odceroduat U I
J.13/18"LAMI IG-118"T,AIR SPACE,7116"LAMI-(3118-A,.090,*/16-A) FTLA849,4660
K.13118'LAMI IG-118"T,AIR SPACE,7/18-LAMI-(3116"A,.090,3/19'HS) FTL-4649,4650,4968
L 13116"LAMI 10-118"
T,AIR SPACE,7/16-LAKI-(3/16'HS,.090,3/16.Hs) FTL-4849,4650 I
.13116-LAMI IG-IWA,AIR SPACE,6116"LAMI-(1-17770 "Qi-90,116"AY'
NOTES: 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. N0.68705
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1*FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS.
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 36"MAXIMUM. -7
4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY I CAThr 1�j
Dow
61112115 E ADD SASH GLASS OPTIONS FOR CUSTOM VIEW WINDOWS mr"qlk Pump" DESIGN PRESSURES
O
J.J. igam D NOCHMOESTHISSHEET N.VENME,FL v
funwir, Vw "*.. ALUM.SINGLE HUNG WINDOW,IMPACT /I,
YNA.
J.R. 001/f I C CHAWED CAP OLASS TYPE TO TEMPMO FROM HS RO.SOX 15n A.LYNNR,P.E.
p,, ar OKOW9.FL 34274 "wbly Better
90abd By
S/f= J.J. NTS P.E.#56705
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT 1. ANCHOR TYPES; 1-114'ELCOTAPCONIS
SUBSTRATE: C2 603�,)1 34.603 (-4 52.603 68.603 64.603 76.000 2-1/4'ELCO SS4 CRETE-FLEX
46.603 3412SCREWS
ANCHOR TYPE: p 0 0 0 0 0 0 2,ANCHOR LOCATIONS ARE BASED ON THE
z Z Z o Z z Z.
gr 0
WINDOW GLASS (4z-z.o,,2 z C%r 0 0 0 0 FOLLOWIING DIMENSIONS.
0 OC40 ao Z ZC40 ", - " - "I -
C4 0 "r 0 o 0 0 0 0 0
WID TYFE 0 0 81- 0 L) 8 0 L) 01 �1 01 �1 01 0 0 ol HEAD-10112"MAX.FROM TOP CORNERS
JAMBS-171!2"MAX.FROM TOP CORNERS
C,D,E,F,G, 1 15"MAX.FROM BOTTOM CORNERS
2 I'l JiJ2 2 21'2 212
2 2 2 2 2 - 2
H,I,J,K,L 1 1 112 i12 flijijAil 2 .1 21'1 i 1'3" 21i il' 6"MAX.BELOW MTG.RAIL
19.126 SILL-ANCHOR$NOT REQUIRED
I i, '11 1 1 1 "i'2'['i i')-i i2 21i 2 2 21il"i
il"i 2]2.'2.1'.21.21.2 .212 i]-i [i]3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
f1 1l '1 l
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G
.,.I .I., ij l- ' 1 ' 1. NOTE 2.
l222222222222222232222232223332233. . 1. j � 11
i1i; 12 -1
24.000 H,IJ,K, i'12 112 i'-Ifl1ll4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
AB,M FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS
12 1 1 1'�'I I� I'J'i 2-12 2 2 '2 Fi 2'1'2 212 2 1" 'il'3 -1'2 2131212'2(3 .313 212 31 ARE1'LESS.
_ I I I I I I I -ki- -1-i - '12 2[2 2 2 2 ilil'
C,D,E,F,G. I I I I 1 1 2 1 1 2 1 2 S.DESIGN PRESSURE LIMITATIONS:
-1SIZE BLOCKS OF THE ADJACENT TABLE WITH A
2 223232223232223332233343233343344'1_1' '-[ 1' 1l' lj
1f
il' iJ3 I'l' 1' 11 '
21 [
SOLD ITALICIZED VALUE ABOVE THEM.INDICATE A
AB,M if 3 112 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
31-, OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
1 2 2 2 2 .1 1 3��
2 2 - iifij 4 2'ii 313 4T4
2 3 2 2 2 3 3 3 2
�2 2 2
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
2.3.�1-3 13. 31'3 - 4'�1*3'jij� ....-•-"il i. PRESSURE FORTH
J3
2 213" i[ifil'i'2'1'i ili 21212 ri 21 "1 - 2 i[4, 31' RESPECTIVE SIZE
�37000'
AB,M I I I 1_11 .1...1 2,11, 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 1 2 AND GLASS TYPE IS
i... i j AVAILABLE.
-[3 3 4.
112 212213 1 2232322232322 1 '112 3 3 '2i 2 '4"�3 16 3 3 4
PSF 79
C,D,E,F.G, 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
'16 - I I 1 41'4
12 '1*3 4 2 316 3 3 3 4 4 5 3 3
40.000 H,LJ,K,L 2T2 Ili 2.1-2 2111212-12[3 2 3 2 3 13 2[i 2 ]2 3)
2 2 2 2 2 2
2 2 2 2ij 2 1 2 2 2 �L_2 —2 '2 2 1 2 2 2 1.2 2
ABIM T l'i'ilij_ i iP.1-1 -1" kk
'il" 'ij 3 213, 1 j 2 * 2 1"k I''I
221 -1i 3i13 2 3 3 E4 3 2334353334 6334
if 2 'i
PSF 79 1 TABLE KEY:
C,D,E,F,G,_2 2 2 2 1.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
27
21 11 5 _15 i 41-- WX PSF
4 il' iji4 4 3'1 5
44.000 H,I:J,K.L -2 21i'�1'3 - 3 2 2 2 3 3 il* ; 3 3 3 213 '31�A' - (DP LIMITED) 118 PRODUCT nVISOD
A M 2_1_2 2 2 1 2 2 2 .2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 mminplyinavilththaFfmids
B, 2222222322232322332423333423333 ,12334353334453445
F2 HEAD 2 Building Code
22 '21i 21ij*ij2.213 2 3 2 '3 'i i ili 2 L3_j[3 ij,121'31'iJ4�� i13 jAMB Amtp't,an.N.IS-01511q.10A
PSF 79 79 ABOVE 2 3 1 Ion to
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 1_2 2 a 2 2 3 2 2 M RAIL BY
JAM BELO MID adeProductCa tr
48.000 HIJ,K,L 22222223222334"1 ' - 1 l' _ 1*" ['3" �ji 31 2 ji 1 3*[4 314" il 3 i14 3 ji 3 3'15iiji 4 15 416 3k 5"li MTG.RANIL
_2 2 2 '2 2 2 2 2 2 2 212 2 2 2 212 2 3 2 2 3 2 21
2 2 2
2 2 2 3 2
J2 2 2 3±3 3
To
E2 )W :.Y!�aaa�rolml
3 4
2
2 i i14
T
AB.M 2 212 2 F2 21'3 212' 3 4 2 3 1 (FULL 4 4 1 31'3,4 1"i 41 i 34.5 P)
L Dp)
PSF 72 79 79 HEAD 2
1 0 .. "% ....... Yee,
2 2 2 2 2 2 2 2 2 2 2 3 2 3 JAMB ASO
C,D,E,F,G, �3 &
r V
2 2 3 2 2 3 E 2
_T21ij2 21 i 4 3 3 4 16''!314' RAIL Na,58705
-— J'J2� 3 4 i13 ij�131*� 3 4 4
63.125 H,IJ,KL 2F2 2T3 3 3]"'1" MrG.RAJ
2 2 2_2 —1-3 V-2 2 1_361_2 JAM BE
AB,M - I 2T21.?. 2 2 1 2 2 2 Low
2 21211F31212,213 5 31 - VrG.RAIL z
212 2 21'3 1 41 14[i%. 3 ik 31* 1" 3'114 41 31'31416
3J�L j f4l 4 M6
S7101E F
510 '
LIU 5112115 IF NO CHANGES THIS SHEET ANCHORAGE SPACING,1/1 WINDOWS cz P,
1070 TECMOLOGY DRIVE d ORW
797 .......
J.J. i6wi —P mo cmmoEs THis sHeEr N.VENtCe.FL ALUM.SINGLE
nwww. ww.-- Fvo
t3cm - E HUNG WINDOW,IMPACT
J.R. Oat/ff MiC~E5 TM SHSEr RO.SQX 1529 A.ILY"&MILU!k'P'.E.
A—ar 5w. - —m� NOKOMIS.FL 34274 v4ibl&y Heuer 79j-*�_js�
FK_ Y&M J.J. I Z2W NTS 1-8 a 11 4040-20 rE FL P.E."705
EXTERIOR INTERIOR NOTES;
AL 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
AD AND SILL DE WOOD ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM
1.3/4"MIN.EDGE— CON RET (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1314".
NCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR
(SEE E &3) WOOD SUCK
(SEE NOTE 4) 1'MIN.EDGE 1/4"SS4 CRETE-FLEX,
3.35 KS13'FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
CONC TE*N.:- 4.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
13/8"MIN.,1/4"T ON TOTAL THICKNESS IS LESS THAN 11/2", Ix WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE
-i-.314-MIN.,1/4-CRET -FLEX
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD SUCKS DEPICTED AS 2x ARE
OPTI NAL
A' 13/8" 1112"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE
WO
BUCK MIN.
SEE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
(
4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
1/4' 11 4�
6063-T6 AND A MINIMUM OF 1/S"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MAX, AAX.'.
. T
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET
SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE
DE DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
FLANG EAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE 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
11/4" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT,
1/4" IM
MIN. 1/4'MAX.SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
I
___7 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
1-3/4"MIN EDGE 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
t' EDITION.
dlljgll CONCRETE HOP, WOOD ANCHOR,
• FH BELOW ETING FH BELOW MEETING
mllll RAIL.(SEE OTE 1&3) RAIL.(SEE NOTE 2&3)
3,35 KSI N.CONCRETE INTERIOR
1.5 SI MIN.CMU
(ALL JAMB DETAILS)
EXTERIOR
IxBUCK OPTI AL WITH SOLID CONCRETE 2x WOOD SUCK
OR CMU S STRATE(SEE NOTE 4) (SEE NOTE 4)
DET DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114" 518"MIN.EDGE
2-112"EMBEDMENT MAX.
SHIM 1/4*
WOOD FRAME MAX. PRODUCT REVISED
—WOOD FRAME SHIMas complying with the Flodds
I Building Coda
618'MIN.EDGE AcceplauwN.41 M- 9.(V)&.21
.131"DIA.MIN. E I All I Dal
ItE t x21/2"NAIL,
2-1/2"EM EDMEJ a',m�o
.131"DIA.MIN. AT CORNERS Mi
x2112"NAIL, m I AND S'D.C.
ATCORNERS —WOOD FRAME
AND 5"O.C. 6/8"MIN.EDGE
DIA.MIN.
x 2 1/2"NAIL, INV LYN&
MAX
AT CORNERS
SHIM AND 6"0,C. 2-1/2"EMBEDMENT
DETAIL F,(HEAD) DETAIL DETAIL G, (SILL)
-9,(JAMB) No,58706
TYPICAL INTEGRAL FIN ANCHORAGE
2
;7
SrTECF
LM. 61j2fj6 E CORRECTSUCKNOTE,REMOVESECT1014200.8.4 REP.
O
RID
1070 TECHNOLOGY DRIVE ANCHORAGE DE'rAILS
711, D 110 clMws Ims sHEEr KVENICF�FL34276
...........
1"11 0 ALUM.SINGLE HUNG WIND IMPACT
NO CWNGES 7HIS SHEET PA Box 1529 zq�
Gw NOKOMIS.FL 34274 m6lbry Better pj
'vjm4 7_71 NTS1711 -11 1"4040-20
5
F.K Jj. .2,2307 FL 68705