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Product Approval
l rofeSSibI ) USER:Public User
Regulation
i lk Produrt An prL ova!Menu>Product or Application Search>Aoplication List>Application Detail
J' FL# &vel
z�.--a.,n..'� ,��,.....k�.„i',4 "� Application TypeCode VersionApplication Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC.
and/or the Commission if necessary.
Comments
Archived R C .� fJp�,E,D
Product Manufacturer (:!;DFL
L[i�tH; F!{pC'/ L4L
Address/Phone/Email rive AUG 0 2 2016
enice, 34275 vd
(941)486-0100 Ext 22318
druark@pgtindustries.com {DERNIr1r I11Cx
St. Lucie County, FL
Authorized Signature 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 - oSingleHung
Subcategory
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 06/28/2016
Date Validated 06/29/2016
Date Pending FBC Approval
Date Approved 07/03/2016
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquSlBu8CAEm... 7/19/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
i 239.1 ISH-200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate '
I Approved for use In HVHZ:Yes FL23.9 R23 C CAC 1.6=0505.07.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL.2.39 R23 II 16-0505.02.1)df
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:
239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R23 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 R23 II 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
I Created by Independent Third Party:
239.3 SH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL239 R23 C CAC 15-0519.07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
Impact Resistant:No 01/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 P23 II 15-0519.07.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:
239.4 ISH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of UseCertification Agency Certificate
es
Approved for use in HVHZ:YFL23S R23 C CAC 5-0519.08.odf
Approved for use outside HVHZ:Yes Quality ance Con xpiration Date
Impact Resistant:Yes 3/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA) FL239 12.23 II 15-0519.08.odf j
product performance information,anchorage details,and anchor type, e - ER i
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0609.02 LM.odf
iApproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2017
Design Pressure:N/A Installation Instructions i
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 II 15-0609.02 LM.odP
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 ISH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0609.03 SM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 P23 I1 15-0609.03 SKE)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
i 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 R23 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 R23 II 15-0612.1'LMI.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:
239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window f
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0612.10 SMI.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
( Impact Resistant:Yes 12/06/2017
j Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 II 15-0612.10 SMt.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:
239.9 SH-5400(Non-Impact) jVInyI Single Hung Window i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0519.06b.odF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
f Impact Resistant:No 07/30/2020 i
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 7/19/2016
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 R23 II 15-0519."b.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 i
Created by Independent Third Party:
'239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R23 C CAC 15-0519.05.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions w
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R23 II 15-0519.05.1)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:
FE ER
Contact Us::2601 Blair Stone Road,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
mail 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:
Credit Gard
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 7/19/2016
MIAMI•DADE MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Roam 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wnnv.miamidade.eov/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 the High ci urncai ene�-
DESCRIPTION:Ser es"SH-700"Aluminum Single. ng Windo —L.M.I.
APPROVAL DOC - 0,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 numb pira ton date by eamt- uct Control Section.
MISSILE IMPACT RAT : Large and Small Missile Imp actResistant.
LABELING: Each unit shall bear a perm a acttlrer'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 he done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shalt 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.
MIAMI•DADE COUNTY n r2 I Expiration Date: March 26,2021
!1
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through
11 of 11,dated 09/01/05,with revision E 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)
03-946)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 under 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 re ,P.E.
Product Conte 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 sealed by
Edmundo Largaespada, P.E. (Submitted under NOA No.OS-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-51"
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. 14-042317 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.
v,
Manue ere P.E.
Product Conn 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-51h 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. 054018 01)
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.
Manuel L P.E.
Product Coutr 1 Exa Diner
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)
LAMI O F 2)LL'YTEE OF��IANNE ED GLASS WITH A.110"KURARAY BUTACITE
EASTMAN
MC Y)
S Y 1 T
"L
A 5116"L I OF(2)LITES OF 11V ANNEALED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)
A.
"6
OR�9-S FL ERLAYER(BY EASTMAN CHEMICAL
COMPANY)
�I
B.5116"LAMI CONSISTING OF(I LIT H STRENGTHENED
EA RENGTHENED GLASS WITH A
,090"KURARAY BUTACITE'O B(BY KURARAY AMERICA,INC.)OR.090-SA LEX'PV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5116"LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A
.090-KURARAY BUTACITEW6(BY KURARAY AMERICA,INC.)OR.090-SAFLEX AVB INTERLAYER,(BY EASTMAN CHEMICAL COMPANY)
D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090'KURARAY BUTACITE PV13(BY KURARAY AMERICA,INC.)
OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E.7716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A
-090"KURARAY BUTACITE"'PVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP
F.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEX`tPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
G.13/16"LAMI IG;(1)LITE OF`1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAM[CONSISTING OF(2)LITES;OF 118"ANNEALED GLASS WITH A GENERAL NOTES.............I
.090'KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.09V'SAFLEX%8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS............2
H.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES.......3
OF 118"HEAT STRENGTHENED GLASS WITH A.09D"KURARAY BUTACITE`FVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4
OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5
HERR.SECTIONS............5
1.13116"LAM[IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8,HEAT STRENGTHENED GLASS PARTS LIST.......................6
WITH A.090"KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIRSPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116*ANNEALED GLASS WITH A EXTRUSIONS 7
.090'KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXPV13 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7
K.13116"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7116-LAM[CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE ANCHORAGE.. 8-11
OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE`FV8(BY KURARAY AMERICA,INC.)
OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L.13116-LAMI IG.'(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116-HEAT STRENGTHENED GLASS
WITH A.090"KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.13116'LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A
.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFIGURATIONS:1,ar(im,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 33113°/STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
PRODUCT RVLSHD
S.SHUTTERS ARE NOT REQUIRED. ..q-nplybiot with the FIQdda
B*"" r
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A, pl�N*lo
igooi_, .I
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL4957,FTL-4958 AND FTL-5003. Or
'M
.'roo""t
ANSIIAF&PA NDS FOR WOOD CONSTRUCTION to
ALUMINUM DESIGN MANUAL
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. y 1 I t I to III,
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY \"j N N ."foo
HURRICANE ZONE(HVHZ). 0'
lo.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. Z Ku.5I3706
cy
.5
Pnfiy.
by
LK 5112115 E 5TH ff0I77ON(201!LFBC UPDATE GENERAL
toroTErtiNOLoerolavE TES
.. .........
Z. famm N.VENICE.FL.34 76 0 2010FOCUPDATE 'p
J.R. '04MI111 0 CHMOED CAP GL4SS"PE TO TEMPERED FROM HS P.C.BQX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT '16 ,
-a;W-vr vm Q. w NOKOMIS,rL 3Q74 Visibly Better ' " A.LYNIV MILLER,P,E.
F.K &1/05 J.J. 2t2"7 I NTS 1 1 1 11 14040-20 FL P.E.#58705
NOTE:
LAMI IG OUTBOARD LITES MAY BE
UPGRADED TO 3116"WITH NO CHANGE
n A-=—j IN DESIGN PRESSURE.
41 112.\NOM. 112"NOM.
J44
GLAS GLA BITE GLASS BITE
........... EXTERIOR INTERIOR r-t'>
(ALL SECTIONS) v
C37)--
E - 'PVB'
KURARAY BUTACITE'
PVBiNTERLAYER
B
(80,81 or 82�' (83,84 or 85) SAFLE)ePV13 INTERLAYER BY
EASTMAN CHEMICAL COMPANY
UO70
1B"ANNEALED OR HEA S STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
tfl-t--COD PVB INTERLAYE htLt:090 PVB INTERLAYER
118"ANNEALED 0 AT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5/16-NOM. -! �'-_ i
7/16"LAMINATED
6116"LAMINATED SS 7/16"LAMINATED GLASS
n
1/2"NOM. 112"NOM.
46 GLASS SITE 48 GLASS BITE
...........
38 (38�
PR0Dj1CrRFVlSED
$6,87,$$or 92 es complyln8 with Lha Fta7ida
Building co"o
UO 70 B
t 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
411
5116"LAMINATED 7116'LAMINATED ""
. ..........
AIRSPACE AIRSPACE
1/8"ANNEALED OR TEMPERED GLASS 1/8'TEMPERED GLASS
13/16'NOM. 13/16"NOM. -k N0.58705
13/16"LAMI IG GLASS W/511611 LAMI 13/16"LAMI IG GLASS Wl 7/16"LAMI
7
2013r
LU 61121tS E RaMSED lArTERLAYER WNUFACTURER GLAZING DETAILS
I.TECHNOLOGY DRIVE . ............
J.J. la'07/11 NO CHANGES THIS SHEET N.VENICE,FL U275
R.Idffy.. CH4NOED CAP GL4SS 7YFE TO TEMPERED FROM HS P-0 BOx 1529 ALUM.SINGLE HUNG WINDOW,IMPAC
J.R -- ALUM. T
OKOM19,FL34274 V41bly Better nW J�J.J.By vM,.7 1 FL P.E.#58705
FIG _ m A.LYNN MILLER,P.E.
Flic W1,405 4040-20
Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WLDTH GLASS TYPE 66.1 68.1 TO" 72" 14, 76" _MEETING RAIL
A,B,M +80.0 _-god +80.0 -80.0 +80.0 -80.0 +80.0 .60.0 +60.0 -80.0 +80.01-80.0 +60.0 -mO HT.
-601, A,B,M -;-80-.0 -wo +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 .80.0 0 -79,01 X, SASH
!8�0.0 ' +79.
+i +75.9 -75.9
62" A,S,M +80.0 -80.0 +80.0 -KO +80.0 -80.0 +80.0 .80.0 +78.8 -78.8 +77.3 -77.3
63118" A,B,M +80.0 -80.0 +80.0 -80.0- +79.6-29.6 +78.2 -78.2 +76.9 -76.9 +76.4 -75.4 +74.0 -74,0
S I,
UPT063118-1 C.D,E,F,G,H.1,J,K,L +eo.o -80.0 +eo.o -80.0 +eo.o -eo.o +80.0 -80.0 +80.0 -80.0 +80.0 -Ko +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
WIDT; GLASS TYPE 38 3/8" 60 618" 63" 72" 74" 76"
-
MEETING
RAIL
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 -70.0 +70.0 70.0 HT.
: A,B,M +80.0 80.0 +60.0 -80.0 +80�O 80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 4..
62
-T
A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 .68.8 +67.6 -67.6
63118" A,B,M +80.0 -80.0 +80.0 -80,0 +80.0 .80.0 +76.0 -75.0 +88.0 -68.0 +66.7 -66.7 +65.6 -65.51
UP 7063118" G,D,E,F,GH,I,J,K,L +eo.o -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -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 OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT.
WINDOW HEIGHT MINUS SASH HEIGHT I (MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) MINUS
WIDTH I GLASS TYPE 1 171/8" 1 2211116" 1 283/16" 1 33314" 1 396116" 4413116" 603181, 5616116" SASHHT.
63118" IC).E.F.J,K,U!&I,+80.01 -80.01+80,01 -80.01+80.01-80.01+80.01 -80.01+70.01 -70.01+70.01 -70.01+70.01 -70.0 +70.01 -70.0 HT. MEETING RAIL - -
GLASS TYPES: TEST REPORTS TABLE 4. JSASH
A.5116-LAM]-(119-A,.090,118-A) FTL4647,4648,4723,4957
B.5116"LAMI-(1/8-A,.090,11WHS) FTL4647,4648
C.611e LAMI-(11WHS,090,11WHS) FTL-4647,4648
D.7/16"LAM]-(3/16"A,.090,3/16"A) FTL-4645,4885
E.WIF LAM[-(3/18"A,.090,3116"HS FTL-4645 PRODUCrREVISED
Y1119%viththaFlorida
F.7116-LAMI-(3116"HS-090,3116-HS) FTL-4645 �1111110d,11
1-1�.1 Cod.
A,"pl cc N*15,
-1X'T,AIR SPACE,511V'LAMI-(10A,090,118"A) FTI-4646,4723 plmt*n fe
G.13/16"LAMI IG A."pi..cc o jEj-
-(1/8"A,090,1/8"HS) FTL-4646
H.13/16"LAMI IG-118"T.AIR SPACE,5116"LAMI By &
1. 13MIT'LAMI IG-1/8"T,AIRSPACE,6/16'LAMI-(1/ff'HS,090.118-HS) FTL4646 oadcpo&,( atr I
J.13/16"LAMI IG-118!'7AIR SPACE,7/16"LAMI-(31IV'A,090,3116"A) FTL-4649,4650
K.13116"LAM]IG-118"T.AIR SPACE,7/16"LAMI-(3/16"A..090,3116"HS) FTL-4649,4650,4958
L.13716"LAMI ir.-118"T,AIR SPACE,7116-LAMI-(3/16'HS,.090,3/16'HS) M-4649,4650
M.13/16"LAMI IG-118"A,AIR SPACE,5/16"LAM]-(I/VA,.090,116"A) M-5063 LY14N
NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA POSITIVE D SIGN PRESSURE OF+W.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. tfoc+ '51LA- O(Ahcf4 No.5870
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 12 518"MINIMUM TO 38"MAXIMUM.
4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY Q UJ
STAT OF
EE ADD OP
IM .11115 SASHOLASS 71ONS FOR CUSTOM VIEW WINDOWS
DESIGN PRESSURES
1.,vTECHNGL0GYDRNr
Ce
FL 34275
",/,I D NO CHANGES THIS SHEET WVrNI
wmw , QW,IMPACTII
J.R. ""I , CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.O.89X 1629 ALUM.SINGLE HUNG WIND A I R,P.E.
,uKOMIS,FL34274 --j% FL P.E.. 58705
SHToo N'TS 1'3 If 4040-20 E
F.K. Wj . 2=07 1
4 31 AX.FLANGED WIDTH
_I
62 19' .I.F.WIDTH
49 518"MAIC.FIXED c
DLO(ALL) D
75'MAX. 75'MAX. I 75"
SEE DLO LF. A A I.F. I.F.
TABLE A D HE( HT SEE OLD, HEIGHT SEE DLO HEIGHT
A TABLE TABLE
,
J F2 76'MAX. 0 76'MAX, A LLD 0 76'MAX.
FLANGED L FLANGED L FLANGED
HEIGHT HE113HT HEI HT
SEE DLO 38 118"
TABLE x
— 'p� MAX. SEE DLO S E SEE DLO S E
(MAX.) SASH x
G
HEI HT TABLE N 4 TABLE N E4
f
481/4"MAX,
VENT DLOLo
(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH),
1/1
Ia E
Fl
VERTICAL DAYL
OPENING
75'MAX. FIRED LITE
AX I
75"MAX.
I.F.
HE]3HT E—J HEI'3HT LOW HIGH
SEE OLO DETAIL SILL SILL
TABLE SEE DLO I
0 TABLE 0 A 34 1/2' 34 311W
MAX.76'1 IAX. 2 76" B 415/6' 41 1/4"
FLANGED FLANGED C 411/4" 40718"
HEIGHT —1 HEIGHT D 62 518!' 52 11/16"
L E 52114" 525116"
PRODULrREVISED
SASH20 with the Flodda
SEE DLO j TABLE SASH 20, LOW HIGH .."'Ir"Y
SEE DL0j TABLE SASH Acceptance N. S-Dslq.Ca
HEIGHT HEIGHT DETAIL SILL SILL ax�iraiionfto
"'o
A 34 117 34 3116"
B 27 7116" 27 118" fly
INAGaml adcPrmfuc,-f,.l
t t C 27 7116' 27114"
Product Co trol
DETAIL D DETAIL E D -16 318" 15314-1
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 18'18" 15 314,
TABLE S.
NOTES:
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1 is
2.S£E SHEET 7 FOR CORNER DETAIL VIEWS, No,5870
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.
4/1
W;�Byi k SAFE Of-
5112116 ENO CHANGES THIS SHEET
1
J.J. ECHN 0
fa'07/11 D 1070
NO CHANGES THIS SHEET N,TVENICE.FL34707S ELEVATIONS
R.ww. i--
JR 0*01/11 C NO CHANGES THIS swu P.O.BOX 1629 ALUM.SINGLE HUNG WINDOW,IMPACT
—W. Nm—5�oy NOKOMIS.,FL34274 Visibly Better 5tU °"` — 1—� A.LYNN MILLER,P.E.
F.IC 911105 .. . J.J. Z2"7 1 SH700 .1 NTS1 4 - 11 4040-20 1 FL REA 58705
I+--2.784"---1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE 0
OPTIONAL BOTTOM LOCKS,(1)6-FROM M 26 27
EACH SIDE OF%ASH. NOTE,BALANCE PARTS USED
INSIDE INSIDE MAX,VENT DAYLIGHT OPENINGBASED ON SASH WEIGHT
9,10,11,15,16
31
---------- -
-------- ---
Pq 0
MAX. V7 2.710"
FIXED
LITE —
DAYLIGHT 25
OPENING
OUTSIDE
25 MAX.FIXED LITE DAYLIGHT OPENING
MAX.WIDTH
SECTION A-A
OUTSIDE INTEGRALFIN(I.F.)FRAME-LFE SE&15NS INSIDE
23
MAX. ----w 47 50
HEIGHT 2.146
HIGH
OUTSIDE
SIL 2.330
LOW
MAX.
VENT 49 48
DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE
OPENING
68 2.71
28 PRODUCT REVISED
I as aamplyingvith the Florida
53 0"it'li"s Cd.
OUTSIDE Acm-plaac—cNl '051 &
I.F.FRAME
Iratian Data
jr26H94lS6; V
6 Dy
9
53 (HIGH t 29
2.330" LL) 63
52 (LOW SILL)
SEE NOTE ABOVE 64
4,
uLTRALIFT 69 67
ULTRALIFT No,58705
3 30 12 ONLY 12 ONLY SECTION C-C
SECTION B-B RADIUS TOP
(LOW SILL SHOWN)
ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION)
AN475S r L �U
R~Sr. or Rld0m- STATE OF /Z/�
L.M. 502116 Eoec : NO CHANGES THIS SHEET
;V'6 SECTIONS 1070 TECHNOLOGY D SEC ........
RWE
1WO7111 0 NO CHANGES THIS SHEET N.VENICE,FL 34Z75 -810w'L
04101111 C NO CHMGES THIS SHEETLUM.SINGLE HUNG WINDOW,IMPACT
J.R. P.O.PA B9X 1629 —PIC= 11 IL 'R,P.E.
asneMN M LIE
L
m-wBy ow. E FL P.E.#58705
F.K. 911105 J.J. 223M7 NOKOMIS,FL V61bb,Better
r 4040-20
ITEM DWG.# DESCRIPTION PGI'# ITEM DWG# DESCRIPTION PGT#
1 4002A IFLANGE FRAME HEAD 612225 60 1635 ISCREEN SPLINE-.135 DIA HARD 61635K
2 1165 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61616
3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 IGLAZING CHANNEL(.688 X.500) 6533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X1/2-7/16LAM 62BVISID
7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64060
9 4029 SPIRAL BALANCE,318",6/8",OR 11116" 70 SILICONE,DOW 899,995 OR EQUIV.
10 1080 BALANCE COVER,318"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAM],(1/8"A.090 PVB,1/8"A)
11 08 X.750 PH.PN.SMS 7834M 81 1B,GLASS,5/16"LAM[, 118"A.090 PVB,116"HS)
12 BALANCE BOTTOM BRACKET 7BA TBKT 82 C.GLASS,5/16"LAMI, 1/8"HS,.090 PVB,1/8"HS)
13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1/8'"A.090 PVB,1/8"A)
15 #B X1 PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAMI,(1/8"A.090 PVB,118"HS)
16 1080-1 BALANCE COVER,11/16" 6BA-CVR670 85 F.GLASS,7/16"LAM],(1/8"HS,.090 PVB,1/8"HS)
17 4053 SASH STOP COVER 64053 80 G.GLASS,13116"LAMI IG:118'T,AR SPACE,5116"LAMI,(118"A.090 PVB,1/8"A)
18 4029-1 ISASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;118"C,AR SPACE,5118"LAMi,018"A.090 PVBA/8"HS)
19 #8.32 X 1/2"LG.PH.FH,TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAM]IG;1/87.AR SPACE,5116"LAMI,(118"HS,.090 PVB,118"HS)
21 4054C FOXED MEETING RAL 64054C 89 J.GLASS.13/16"LAMI IG;1/6"r,AR SPACE,7116"LAM],3/16"A.090 PVB,3/16"A)
23 4006C SASH TOP RAL 64008 90 K.GLASS,13l16"LAM!IG;1l8'T,AR SPACE,7/16"LAMI,(3H6"A.090 PVB,3116"HS)
25 1235 WSTP.,.170 X.270 BACK,FIN SEA. 67S16G 91 L.GLASS,13/16"LAMI IG;1/B"T,AR SPACE,7116"LAM,(3116"HS,.090 PVB,3/16"HS)
26 1096 SWEEP LATCH 71096 92 M.GLA5S,13t16"LAMI IG:118'A AR SPACE,5116"LAMI,(1!8"A.090 PVB,1/8"A)
27 1016 #8 X.625 PH,FL.SMS 7858 2,978
28 4007 SASH BOTTOM RAL(LOW SILL) 612230 2.784
30 1226 WSTP.,BULB VINYL 6TP249
31 4008 SASH SIDE RAL 612231 .062-
34
1268 SASH FACE GUIDE 42501
ED
35 1622 LAM SETTING BLOCK 3/32"X 25/84"X I" 71622K � 3. 55
36 1052 LAMI IGSETTINGBLOCK1""X3/4"X1/16" 71052K
37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K •062
38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K
41 40398 GLAZING BEAD,5M6 LAM.GLASS. 640396 FRAME,I.F.HEAD
42 4044E GLAZINGBEAD,5/16 LAMI WIGRiLL KIT 644703 47 #4071A,6063-T6
44 4222A GLAZING BEAD,7116"LAMI 64222
45 985C GLAZING BEAD,7116"'LAMI W/GRILL KIT 6985 48 FRAME,I.F.LOW SILL
46 4067 GLAZING BEAD,13116"LAMI I.G. 64067 #4072A,6063-T6
47 4071A FRAME,LF.HEAD 64071 2'908 !'RODUCC82 Ath he
ns complying with the PGxida
48 4072A FRAME,I.F.LOW SILL 640722.374 8aitding Code
AccaptMcc too 1 OJ19.0$
49 4073A FRAME,I.F.HIGH SILL 64073 C pirntion Date !� I
50 40746 FRAME,I.F.JAMB 64074
52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 062 NOM Miunl ada PcoduU Conlro
53 108B SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.171
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1
55 1014 SCREEN FRAME(HOR.8 VER.) 61014 .082 NOM ttt t t t t t l l t�
56 1630 SCREEN CORNER KEYWIRINGS 71630 THICKNESS
LYNN
57 1631 SCREEN CORNER KEY WIOUT RINGS 71631 ���Ot�Y•••..1'.41//C
58 1073 SCREEN SPRING 7CASP �a`,•''LiGtNSF'
59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 5� FRAME,I.F.JAMB ='t;` No.63705
FRAME,I.F.HIGH SILL #40748,6063-T6 _
�g #4073A,6063-T6 (USED AS RADIUS TOP HEAD)
ar or% R..Yb- -.t'7•.. S1ATcOF Y�
L.M. 612/15 E NOCHANGESTHIS SHEEr
JJwGY DR. �1NO7/i1 NOCHANGES 7HISSHEET 1�N7VENIPARTS LIST
CE�FECHNOOL34275NE ALUM.SINGLE HUNG WINDOW,IMPACT" `S�ONAt, L�C> ,
J.R. OdtOrfrl C CHANGED CAP GIASS TYPE TO TEMPEREDFROMHS P.O.89X1629 � ,� y A.LYNt>tl IL�R,P.E.
wm
FJG 9JoCr ar9I1/1T3 J.J.anJ as1J23fA7 NOKOMIB,FL34274 Vrstby Better SHr00 NTS 6 n 11 4040-20 E FL P.E.#58705
I or 47 L F.FRAME SEALANT ALONG ENTIRE JOINT
2 I.F.FRAME
2.784--1 062—
113 2.830 2.330
— I062
1 6 or 50
FLANGE FRAME HEAD IT
#4002A.6063-T6 9784 - WELD
—1.749— FLANGE FRAME SILL (LOW) ALONG
G) #4003C,6063-T6 SCREW
V'
U JA
S
13
SEALANT OR GASKET BOSS(2)
E12.710 —J=�062 AT HEAD AND SILL
.062— =J490
VIEW D-D VIEW E-E
&VIEW HEAD&SILL.RADIUS TOP SILL} (RADIUS TOP HEAD ONLY)
SASH STOP 17 SASH 'OVER FRAME CORNER CONSTRUCTION
O FLANGE FRAME JAMB #4025,6063-TS #4053,6063-T6 050
#4004,6063-T5 I
(USED AS RADIUS TOP HEAD) 1165 .678
1.342 1-096 -T
.062 .34T19 GLAZING BEAD,5/16"
1 8 #40398,6063-T5
62 2.165 1.979
.0on 1.707 .062 SASH SIDE RAIL
5 1 .062 1 #4008,6063-T5
8 FIXED MEETING RAIL 2g SASH TOP RAIL SASH BOTTOM RAIL(LOw) Irk
#4054A.60631-ID-T6,!�, #4006C,0053HS-T6 #4007,6063-TS 050 .678 PRODUCT REVISM
1.096- T as complying with Lhe Flemida
78 GLAZING BEAD,5/16" Buildiog Code ,
—2,326-1 #40448,6063-T6 �c'p
.062— 1.096 (USED W/GRILL KIT)
2.946 44 GLAZING BEAD 7116"
3.446 #4222,6063-TS
2.638 .683 ::&-050
.062
1—i - - 1 1.097
.678 .\1 \A,( LYNN
13/16"IG ..........
LAZING BEAD,
1—2.784 #4067,6063-T5
FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16 No.58705
#4050A,6063-T6 #4051A,6063-T5 #985C,6063-T5
(USED W/GRILL KIT) -U
12 ST TE OF 11
R
jt5
121t5 Q
NO CHANGES THIS SHEET A P
ONS&FRAME CORNER DETAIL
EXTRUSIONS ..t OR
la,07/11 0 NO CHANGES THIS SHEET
J.j. VENICE.Fl.34ZN75
luww. BW—ligo;z— /'10,qA
J.R. OMI/It C NOCHANGESTHISSHEET P.OMIS, im ALUM.SINGLE HUNG WINDOW,IMPAC'
amnNOKOMIS,FL 34274 L�Auml R,P.E.
F. 4040-20 FL P E#58705
SH700 Hllf 1 7 all
--K 811105 J.J. =3187
ANCHOR QUANTITIES FOR IM FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4-ELCOTAPCONS
2-lt4"ELCOSS4CRETE-FLEX
SUBSTRATE: 28.603 34.603 40.603 46.603 1 52.603 (1 58.603 64.603 76.000 3412SCREWS
ANCHOR TYPE: a --a 0 2.ANCHOR LOCATIONS ARE BASED ON THE
C,z z
Wi GLASS or 00 04 z z cro z 0 ol z—z C',o C,4 z z
o C40 o ocio 0 0 0 0 of 0 0 FOLLOWIING DIMENSIONS.
WINDOW '1 0 0 0 0 cq
Z m z_zm -dc,�,— , 0
WIDTH TYPE L) C) 0 0 0 0 0 0 0 0 0 0 C.) HEAD-171/2"8 MAX.FROM TOP CORNERS
1 0—-0 1-,q 01,1--Oj I— JAMBS-11MAX,FROM TOP CORNERS
C,D,E,F,G, I 1 1 1 1 15"MAX.FROM BOTTOM CORNERS
H,I,J,K,L 112 1 2 21 2 1 12 11 - I - 2'21 -
19.125 11 11, 1 2-111 '1-12 212 1"1 2' i12 212 2.121. 11221" l'i �j 2 212 2 2 2 1 2[212112 �j 21 jh 6"MAX.BELOW MTG.RAIL
SILL-ANCHORS NOT REQUIRED
AB,M 1 I-l' I'l"I 112 ififlil il 2l 1*1'2-" 2l'2-121 2" 212 2*j2.2 2 2 2.�2 22j'2 i 12 212 212 2"J22l2 2f'3 i12 i13 3.INSTALL PER THE ADJACENT TABLE ANCHOR
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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
I " 112 112 . 1 2 2 2 NOTE 2.
1 2 1 2 'i 1'2* 2 21 i -2[2 -213..
2 111 1 212 �12 2 21 * il 2'i 12'2[3*2'1 i12 313 212 313,
24.000 H,I,J,K,L 2 1 2 1 1 1 1 1 1 1 1 1 1 i 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A,B,M 2 '1 2'12 212 2.12 212-.21- '1'3 �12 2 1'2 213 212 213 313 212 313 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
111 112 112 112 112� 2* '112 2 2 2 2 2 2 ARE I-LESS.
C,D,E,F,G, I I I 1 1 1 1 1 1 1 1 1 1 1. .2_1.1, 1 1 2_ 1 2 1 1 6,DESIGN PRESSURE LIMITATIONS.,
313- �[4
1]2,112 212 2131122*'12 213-fli �13 213 2 2 -121 2 [-[314 31 3 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.000 H.1,J,K,L 213 fil2l 213 313 2 3 3 1'2' 113. BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
A,B,M
'12 212 213 - 11 ' 213 131 2 2 ..1 . 1 '2 1'2'2'1*3 i13.�l 2 UM DESIGN PRESSURE WITH THE QUANTITY
1[2 212 2 2 3 2 1'3131*314 31.2 313 314, 13' OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
1- 1 MAXIM
C,D,E,F,G, 1 1 1.1 1 l 1 2 1 1 2 1 2 2 1 2 2 1 1 2 2 1 2 2 1 2- MAXIMUM DESIGN
3 3 2 2- 1.1.3 -3-1-4 1 [5-il 3 4 1.4 PRESSURE FOR THE
H.1,J,K,L 2 il*2 2131 1 'i 2'f 21* 213 213 2 12 2--1'3 -23' i[3 ijil 213' 3 314 31*3 RESPECTIVE SIZE
37.000 --
1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS
AVAILABLE.
1 212 3-2*13 212 il'3 21 i 2-f3 2[3 314 213 *13 I' 'I' '-I
i12 112 21-2 213 1 12 i�Li 2 3 3 3 4 3 3 3 4 iL5
PSF 79 1 1
2
5-
2
3 5
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
1" 'i �1-- I"12 1 1- 214 3 31'4 213 - -" ' 133344533441 -
40.000 Hj:J,K,L 2 2 11 2 212 2 3[2jil2f L23 2 2'3 13 2 312 3 213 31 13435
1 ] '. '1 * 11'1
AB2 22 2_ 2 1 2 2 2 2 2 2 2 2 2 1 2. ..22
.M 1 1, _I 1_ . .2 '2 2 2 2 2.
2 2 112 '2 2 23 -21-2- 23
1' i 1*3- 22 il 3 23
2*13 2'j i 2 1'4' -2'*3
f*'- 3-1-3- 31-4.2131314 315 313 34*41-6 313 414
PSF 79 _ I I TABLE KEY:
C,D,E,F,G,-2 2 2 1 2 1 2 2 2 2 2 2 2 2 2_ 2_1 2 2 24 35 31 _2 1_2 2 2 2- MAX PSF
44.000 H,IJ,K,L 21-2121*22-1 2 1'2 1'-i 1 212' 213'- 21-3* 212- il 3 14-- 2ji 6 i'ii i13i3 34 2
- J '"1113 31-3- 314-415 3445 L (DP LIMITED) 118 PRODUCT REVISED
AB,M H2 2, 2 2 1 2 2 2 2 2 2 2 .�2 2 2 2 2 2. 2 2_ 2 . 2 .2 2 2 HEAD 2 AswIvplyi.8wish the Fwd3
12 -3-1'3'1 14 2*1'3-1313 3 14*-; 5 ""1" Co'o
2 213 2*1 ' 31..
2 2 212 21' 21ij�j� 213 2L3�L3 il 4 415 3[4,*41 A-11,8-1,N,
2
JAMB ABOVE .4
PSF 79 1 79 Y, -\N
MTG.RAIL
D,E,F,G, 2 2 2 1 2 1 2 2 2 1 2 1 2 2 1 2 2 1 2 2 2 2 3 2'N 3. .2, 1 2.. JAMB BELOW
_2-
48.000 kl-�-i�2�212 272 21-31 2121213--314 2"1-31 31-3-1 314 .21 i 1 3.1-4 314*12 1'31 trit 31-5 313 31,4 3f6 3 131415' MTG.RAJL
16 3141'515 )w
2 2 2 2 1 21 2 2 2 2 2 2 1 2 2 2 2 2 1_2 3 2 2 3 2 2
222222232223342333- 1. "'"- 4 2131314 iL5131 314 -i 15.3'1 34 4634 5"'15
(FULL DP) tttlltrr
11 31 3 3
72 79 79 HEAD 2 LYNN
2 2 2 2 2 3 JAMB ABOVE 2
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 \CENSj'
2Lj 314 j T RAL
53.125 2 2��T22 T23 2 313 3 413 5;313 4*1 il 4 41i.416 I iji;
H,I,J,K,L T _j[� MrG
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW No�58705
AB.M
2 2 212-212 T23 2.[2 2j�33 4 2 3 314 j[4 2 3 3 4 314 3 3 3 4 315313 414*1 416-313141 5-.4L6 3L4_4j5 MTG.RAIL
- �;-
.-A lij
Ell lVo ,0,*- ,7,,t,
IFI�or- aix 15 R"W A I- F
Lm 61121 CHANGES THIS SHEET
ANCHORAGE SPACING, 1/1 WINDOWS
11070 TECHNOLO �,%,� ..........
J.J. 10107111 0 NO CHANGES THIS SHEET N.VENICE.FL 34275
0
J.R. 04/01111 0 NO CHANGES THIS SHEET P.O.Sqx 1629 ALUM.SINGLE HUNG WINDOW,IMPACT A.LY'&MILI-tkIP'.E.
Bair
Y. �- dvyNOKOMIS.FL 34274 Visibly BetterF.K. 7/29815 J.J. %;307 SH700 NTS 8 a 11 4040-20 FL P.E.#58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES:
1 1, ANCHOR TYPES: 1-114"ELCOTAPCONS
WINDOW HEIGHT --i/4"ELCO SS4 CRETE-FLEX
SUBSTRATE'---_ 29.655 37.155 — 44.655 52.166 1 59.655 67.155 74.655 76,000 3-#12 SCREWS
ANCHOR TYPE. q1 0 a 01 0 ONO 0 0 2.ANCHOR LOCATIONS ARE BASED ON THE
N
a Ol Ojcj 0�N Z 0 -)1 0 0 0 0 ONO Z N
N Z 0 z CIONZ zcqo z
m 0 Z-Z m 0 N z-zcq0 Z-ZV)O z ZNO _ V)O�C'j
WINDOW GLASS 0 0 cq 0 a C40 0 0 cl 0 0 a 0 0 a 0 '0 04 0 0 N 0 0. FOLLOWING DIMENSIONS:
WIDTH TYPE L) 0 L) 0 ?, 0 0 L) 0 L) L) 0 0 HEAD-181/2'MAX.FROM TOP CORNERS
I - JAMBS-17112'MAX.FROM TOP CORNERS
C,D,E,F,G, 1 1 11 1 1 15"MAX.FROM BOTTOM CORNERS
19-125 — I .- �12 i12 '2 1 i 2" 2 12[2112 '2 12 312 'iji �1�'3j'2 �ji 312 V MAX.BELOW MTG,RAIL
H.I,J.K,L 111— 212*-i "I'l 212* 21121 2'11 i'l 21
ABM SILL-ANCHORS NOT REQUIRED
Tj f i[i il iiiji i rg I f i 2 i 'i 2 2 2 2 2 2 2 2 2 2 i i 2 ifiNi 2 2 3 2 3i-2 2l'2 'i 12 3.INSTALL PER THE ADJACENT TABLE ANCHOR
PSF 79 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, I NOTE 2.
- 1:11 11 2
24.000 H,I,J,K,L 212 - ji-11-2 2 ri il-2 1 2121212 3 '2* i'3 Fi'i Fi -i I il 21 3 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
i 1±2�2 2
1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
A,B,M 1N fli Ill i12 1_ I i 2 212l2j'2 2 2 212'1 212 2 2 2 2 3 2 3 2 2 2 3 2 312 2 2 3 2 312 2 2 3 2 ARE I'LSSS.
PSF 68 77 S. DESIGN PRESSURE LIMITATIONS:
C,D,E,F,G, 'I 1 1 1 1 1 1 2 1 1 1 1 2 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.000 1 1 1 1 413 41 il24131 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
-1'3 'il 31 il 3121 13 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
H,I,J,K,L 171 1 1-1 F11il-i 2[2, 2121 2112 12 3131212 13 11 313 1 12 3 4 13 31 1
A,B.M 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1. 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
2 2' _2' 3'1'� i ifi [3, _31
-I F1 kli--141 1 ilf_� '212 '- �Fii'iW Aa 3 2 4 3 4fj i 1 2 '4'j'*3 MAXIMUM DESIGN
PRESSURE FOR THE
PSF 59 67179 RESPECTIVE SIZE
C,D,E,F,G, I 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 1 1 2 2 1 2 2 1 2 AND GLASS TYPE IS
37.000 H,IAK.L I H, -1f-12�2 '� 2 22 223ii2fl i3ii� 3 i3413i2 3'1iii2 �
. 1 - j T1_ [ I- � - j ' J- AVAILABLE.
_ 114] * j � 4"il i Fi
ABM 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
- - 2 13 31 3 121-31� 41�
1 H, I I I F1 272212 212 21 i jj� 213 3 3 i 3ri 313 3 4 4 3
1 J3 31
PSF 64 1 79 62 79
C,D,E.F.G, 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 1 2 2 1 2 21 2 2 j2 2 2 2
322313332233433343333343443343 ,043353 1. _11_
li i1i _4 _� i1i�� TABLE KEY:
3 3 45 3[i -'
_T1._2T2,2-12' il'i 21 ' 11 1' `1 -1* 11 ' j_ j1 ' j
40.000 H,I,J,K,L 171 171 1
ABM 2 2 2 2 2 2_ .2_ 2 2 1 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2
-1 F1 -171 T F1-2-1-2 jj'j 21'2 2 3 2.2 '6.3 31� 46 1[,ij, 411 4]413j j 1413
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 1 2 2, 2 2 2 2 2 (DP LIMTED) 117 PRODUCT REVISED
-I- - '3 41 ' I ' *4[4 �ji 'I
44.000
H,I,J,K,L _T -2 2 '1 4 3-1'3 41 14 '313 as coniplying ivith tho Florida
IF11IF1 IF, 2 2 "i 1 3 3 �1'2 'it 313j]4 21 i 3 4 3 41'' 3 4 4 3 5 4
2 2 2 _�� 1' 2 2 HEAD 3 Rui'" Code
ABM _2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A, pl"1g1co11o'6"015"1*&
IF11- - - _T2 313 212 313314 21i 3M414 211i 413 414 31 il 41 414 3 L3jjL� 414 3 3 3
111 1F112F2121212 5'141 JAM ABO _ 1_I.._t. zi
G.RAJ y
PSF 45 74 51 74 79 79 MTG.RAJ
C.D,E.F,G 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 JAMB BELOW
2 f 2 MTG.RAIL
48.000 H,I,J,K,L 1TI I F1 I F1 -2 d2 212—2 F2 TF31212 1 141313kj� 4 4 3121 414 4f4j�21�14f4 4341-�'-315 4 4 44 i 5 4
2
2
4
2
4
2
4 '17
3
E 3
IL
4 4 4 V
A
3 3
4 4 j 414
A,B,M _2 2 2 2 1 2 2 2 1 2 2 1�2. I�2� �3�4 2 2 2.1 2 1 3 2 3 2 2
11-2—_ 2H.i 12'r2F2 3F3*ij il il.. 'i 13 4..4�i .44
Ill I F1 2 3 14 1 , 31� 4 1'4 41413b[ 4 4 �14 (FULL DP) ttlUu II
IiL HEAD 2t YNAf
PSF 41 1 67 46 57 76 79
JAW ABOVE 2
2 2 2 3
C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3
1 2F F� 1.. 1 1 5i5 13 61 54 No.58705
T 2 3 MTG,RAIL
53.125 HAJ,K,L 1 1 1 1 -1 1 21-2 '2 1,2 3 313 414 313 4141414 313 41414j4 3 31 4 4 41615 �13
- I )w
A,8,M t22 2 2 2 2 3 2 2 3 2 _3j_3 2 3 2 2 3 2 34163 2 3 JAMB BELOW
1 41 34,313,414 514,4J3.5j 14±L3 MTG.
RAIL
F, I I I F1 -F 1 2 F2 5 4
2 212 2 3F3131 i'313141 4 1 i±L� i 3 41 417 IS
s r
41
L.M. 6112115 6 NO CHANGES THIS SHEET ANCHORAGEVIEW Ira 1070 TECH
SPA V
TECHNOLOGY DRIVE SPACING,STANDARD VIEW
J.J. NO CHANGES THIS SHEET N.VEMCE,FL 34275 CT /0NA1 '�,011�
ALUM.SINGLE HUNG WINDOW,IMPACT
J.R. C ADDDPm4x.WHEREAmcHoRaryisREsTRicTEosysizE. P.O.BOX 1529 A.L'y%'mELVR"P.E.
v—at. OKOMIS,FL 34274 Vixibty Better
N
F.K. s1l". 4040-20 FL P.E.#58705
ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS) CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. 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 1 39.296 44.039 bD.382 55.925 2-114"ELCO SS4 CRETE-FLEX
3-#12SCREWS
ANCHORTYPE:-� 0 01 0 a 01 0 01 oln m L) 0 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
WINDOWIGLASS-O-Z!-Z too z z 0 z zcqo"z-zqo z -0 z z
C4 _zcoo,z _zqo,z_z N -
clr 0 0 ,t cq 0 0 o o 3140 o cio o ONR o 8K 0 DIMENSIONS:
I
0� 1, 8 ou 0 0 0 a 0 0 0 0 0 8 a 15A
WIDTH TYPE Hf D-18112"MAX:FROM CORNERS
19.125
D,EJ`A i 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i I JAMBS-17112"MAX.FROM TOP CORNERS
3 111/2"MAX.ABOVE THE MEETING RAIL
1 2 2 2 2 2 2 3 3 3 3 �
KJ_ 2 1 - 3 6"MAX.BELOW MTG.RAIL
24.DOO D,E.F,J, 1 1 1 1 1 1 15'MAX.FROM BOTTOM CORNERS
K 1 1.....-...1...
2 2.......2...
2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED
D,E,F,il i I i I i I 1 1 2 1 1 2 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
=00 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
1 3 3 '3' 3' '2 14 3 4 6 3
— K,L 1 1 3- 4 6 DIMENSIONAL CRITERIA OF NOTE 2, USE TABLE 7.FOR
PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
37.000 D,E,F'J, I I I 1 1 2 1 2 2 1 2 2 1 2 1 1 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
K 1 2 2 —2 , 1 -6
,L 3 1 3 1 3 4 1 3 1 4 WINDOWS ARE 12 518"MIN.TO 38"MAX.
6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
40.000 D.E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 .21 2 -2-F 2-TT-2-T-2-F-2 I-LESS.
K —1 2 'i-—2 —3 4 i 4 4 -4 6 4 1 4 1 5 5 1 4 1 6 6-DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD
PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1..2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
K.L 1 1 1 2 2 2 3 3 3 4 4 —4 4 3 5 4 3 5 5 4 5 5 1 4 1 6 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN
PSF 78 79 , 70 79 79 1 71 79 73 76 PRESSUREFORTHE
48.000 o.EF,j, 2 j_2_1 2 2 2 2 2 2 3 2 2 2 2 2 2 T 3 2 2 3] 2 �2. RESPECTIVE SIZE AND
1 2 E2 — .3 ; 6 GLASS TYPE IS
Kx 1 3 ZI —3 1 4* —4 5' 1 4 5 5 4 6 5 4 6 5 6 AVAILABLE.
PSF 71 79 63 71 ' 64 74 66 77 69 69 TABLE 7.KEY:
53.125 'F.EF.J. 2 2 2 2 2 2
3 2 2 3 3 32 3 3 1 2 3 2 3
K.L -1171I 1 2_ 2 2 3 3 3 4 4 1 4 1 b 5" 'i MAX.PSF
(pp LIM rED)l 112 1
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD2
TABLE 8. JAWS ABOVE 2 2
SASH HEIGHT MTG.RAIL
SUBSTRATE- 12.776 15.776 18.776 1 21.776 24.776 1 27.776 30.776 31106
ANCHOR 0 " o 0 a 0 0 a 2 01" 0 2 a 2 (3 (FULL DP)
0 z z C, c' 8 8 0 z z 2
1)
WIND z ci 0 z z q 0 z z - HEAO
Q 0 0 N 8 - 8
WIDTH ci 8 8 8 Fl_ 8 8 3 Q L) I JAMB ABOVE PRODUCT REVISED
19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 RAIL u complying with Uw Flavida
4 2 3
1 1 a C"o
2 1 1 2 1 2 2 2 2 2 2 2 2' 2 3 2 2 3 2 2 �.placNol C15"1*0
24.000 2 2 2 2
Date
32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 1 2 3 3 2 3 4 2
37.00079 TABLE 8.KEY: ay
2 7-1-T-2 2 2 2 3 2 3 3 2 3 3 1 3 3 __3__T_3___F_3 4 3 3 4 3 4
Miam Dade Product ntra
40.000 74 MAX.PSF
2 1 2 1 2 2 2 2 3 2 3 -3 I-2--T-3 3 3 3 4-F-3 T3 4 3 4 4 3 4 (DP LIMITED) 112
44.ODO 68 78 JAMB BELOW 1 2 1
"
2 2 2 2 2 3 2 3 3 3 3 4 1 3 3 MTG.RAIL '� 0�, kyNv
63 72 79 "t
48.000
2 2 3 1 2 3 4 1 3 1 3 1 4 1 3 4 4 3 4 -105
2 2 2 5T3 (FULL DP) No.53
7 JAMB BELOW
63.125 '�3 58 66 72 1
2 2 22 _2 2 3 3 3 4 3 1 4 1 4 1 3 1 4 5 1 3 4 5-T 3_F5 5 3 5 MTG,RAIL
�w. oft STATE OF
L.M. 5/fZ(15 E NO CHANGES THIS SHE AAICHORAGE SPACING,CUSTOM VIEW
R-war 5070 TECHNOLOGY ORN£
J.J. 1WO7111 D NO CHANGES 77-US SHEET N.VENICE,FL 34275
ALUM.SINGLE HUNG WINDOW,IMPACT
J.R. 041001 C NO CHANGES THIS SHEET PA BOX 1529 A.LMNIM(L!.Vf,P.E.
b: NOKOMIS.FL 34274 Visibly E FL P.E.#58705
F.K. ]7t_VAV5 I I NTS�10 d 11_ 4040-20 1 1
EXTERIOR INTERIOR r2\ NOTES:
1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
L HEAD AND SILL DETAII WOOD ANCHOR APPROVED IM ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
1-3/4"MIN.EDGE— CONCRETE ANCHOR (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 13/4".
(SEE NOTE 1&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR
(SEE NOTE 4) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX.
3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE
CONCRETE 13/8-MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 11/2'. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
-i-Z/4"MIN.,1/4'CRETE.FLEX
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE
OPTIONAL Ix 138' 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
WOOD BUCK MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
(SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
—14" t7-- - -T 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
1
'MAX, 114
MA OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHIM MAX. 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
DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPGONS
TYPICAL FLANGED HEAD 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
1 1/4" 1318" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
MIN, MIN.
1/4"MAX.SHIM 1/4"MAX.SHIM 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
13!4"MIN EDGE I'MIN.EDGE
EDITION.
Ilfllll CONCRETE ANCHOR, WOOD ANCHOR,
FH BELOW MEETING FH BELOW MEETING
RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3)
3.36 KSI MIN.CONCRETE INTERIOR
OR 1.5 KSI MIN.CMU
(ALL JAMB DETAILS)
9L
Ix BUCK OPTIONAL WITH SOLID CONCRETE *WOOD BUCK EXTERIOR
OR CMU SUBSTRATE(SEE NOTE 4) A (SEE NOTE 4)
DETAIL 0 DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114" 518"MIN.EDGE
2-1/2*EMBEDMENT— MAX..
SHIM 114"
— —WOOD FRAME MAX. PROOUCrRFV]S6D
—WOOD FRAME HIM as complying with the Florida
Building Code
.131"DIA.MIN. flitt"IIIII. [JjlltH 5/8"MIN.EDGE Acca ration ljj-00�9.0&
FRAME —==<—=— x 2 1/2'NAIL, Expiration p 12 1
ny
.131"DIA.MIN. 2-1/2"EM OMEJNT AT CORNERS
x 2112"NAIL, AND 5*O.C.
RS
AT CORNERS WOOD FRAME
131"DIA,MIN.
1—114"— -IT.
AND 5"O.C. III 5l8"MIN,EDGE
�'f J7 x 2 1/2"NAIL,MAX. I LYNN
SHIM AT CORNERS
`
AND 6"O.C. —2-112"EMBEDMENT �%CEN
DETAIL F, (HEAD) DETAIL E,(JAMB) DETAIL G,(SILL)
No.56705
TYPICAL INTEGRAL FIN ANCHORAGE
RrNCDy. Drive 2(15 E CORRECT NOTE,REMOVE SECTION2003.6.4 REF. ORfVE ANCHORAGE �Sr.T.
DETAILS EcF
1 O� jvp"..
J.J. f0707/f1 I=D ;No cHAAfGEs mis SHEET N.VENICF-FL 34276
116 &
J.R. Oftflff C W ALUM.SINGLE HUNG WINDOW,IMPACT / \P,
C NO CHANGES THIS SHEET P.o�Sqx im t
D I—or 0_�.—a_�W_ W N0K0MlSjL-2 L
J.j. H700 NTSIll 0 11 E
'r.K. J.J. 2=7 S L 58705