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induct Arinrr va Menu>Product or Auulication Search>A Ali- lon List>Application D tail A 1 1�!� Cg l7 &4y1 a
JUN
�r 3 T FL# FL239-R24 PEMA ITINIG
s a g .. ,,"'M Application Type Revision St. Lucie County, FL
Code Version 2014
Application Status Approve
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments 1,LE ,• n
r � .
A
Archived Gil
�tProduct Manufacturer Address/Phone/Email gy rive
F 4275
Ext 22318
druark@pgtindustries.com
Authorized Signature lens Rosowski
jrosowski@pgtindustries.com
Technical Representative lens 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 ion 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=wGEVXQwtDquSlBu8CAEm... -5/23/2017
Florida Building Code Online Page 2 of 3
Summary of Products ��
FL# IlModel,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 FL23;a..... 4.._C..CA=1(_nSU :0;?.J1clf
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 R2.4 Ie 1.6-050S.02.P..
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: j
1239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window (#
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F1..239 274 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 II 15-0612.12b.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:
239.3 SH-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
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice eptance(NOA)for FL239 1224 Ii 16-0714.GS.pdf
product performance information,anc a details,a a r 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 Use Certification Agency Certificate
I Approved for use in HVH Yes FL239 -'' _ 7
( Approved for use outside H Z:Yes a ity Assurance rac `atio ate
€ Impact Resistant:Yes 03/26/2021
Design Pressure:N/A ;FL239
nstallation Instructions i
Other:Please see Miami-Dade County Notice of Acceptance(NDA for R24 11 16-0714.06.pdfproduct performance information,anchorage details,and anchor e, erified By:Miami-Dade BCCO-CERsize,and spacing information. reated by Independent Third PaRepotsreate y ependent Third Party: {f
239.5 777=(Large 800(Large Missile Impact) Multi-Story Aluminum Single Hung Window y
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
Impact Resistant:Yes 05/03/2022 I
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 11 16-0714 01.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:
1239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window `
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.02.0f
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 02.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:
239.7 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 i
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 11 15-0612.11 1 MI.ndE
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 I Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SM1.pdf
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 I1 15-0612.10,SM1.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: j
239.9 SH-5400(Non-Impact) jVmyl Single Hung Window , 1)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes Ft.239 R24 C CAC 16-0,714.04.pdf 3
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date !j
Impact Resistant:No 07/30/2020
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 5/23/2017
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 IT 16-0714.04.ndf
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:
239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.odf
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.udf
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: I
................................................................_......._.._..._....................._............................._........._....._.................................................._._..................._.............._.................._....._.........._...__..........._.............._.._..._....._..............................._....._...__.._.._........................
i
- 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:
Ec:
Credit Card
Sg'r
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 5/23/2017
i
MIAMI-DADE MIAMI-DADE COUNTY
MZ 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(766)315-2599
NOTICE OF ACCEPTANCE(NOA) rvww,miamidadc.eovlcconnmv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing tine use of construction €
materials.The documentation submitted has been reviewed and accepted by Ivtiami-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 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 j
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.
gAPPROV
pprove as escrt ed herein,an a to comply with the Florida Building
cluding the High Velocity Hurricane
DESCRIPTION:Series Series"SH-700"Aluminum Single IIung Window—L.M.
urn.Single Hung Window,Impact",sheets 1
through I I of 11,dated 09/01/05,with revision F dated 05/05/16,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with j
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSME 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, i
model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise
noted herein. c
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been u
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 q
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, j
5
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its 7
distributors and shall be available for inspection at thejob site at the request of the Building Official, 1
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.
The submitted documentation was reviewed by Manuel Perez,P.E. ¢
G� NOA No.16-0714.06
MIAMI•DA®UNTY Q2 J��p Expiration Date: March 26,2021
lJ Approval Date: August 18,2016
Page I
i
I
PGT Industries.Inc. �
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
01(bnlitted corder NOA No.05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets I through
it of 11,dated 09/01/05,with revision F dated 05115116,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBG,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS
spacer system,Duraseal'e spacer system,Super Spacer®NXTTM spacer system and XL
Edger"I spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
2. 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 i
..4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.07-0322.06)
3. Test reports on:1)Air Infiltration Test,.per FBC,TAS 202-94 R
..2)Large Missile Impact Test per FBC,TAS 201-94 1
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung g
window, with lin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.FTL-4958 and FTL-5063,dated 10103/06 and 11/21/06,both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No.07 0322.06)
i
�WManuel
Per�E"P E.
roduct Control Earn or E
NOA No.16-0714.06 a
Expiration Date: March 26,2021
Approval Date: August 18,2016
E-1
i
1
i
PGT Industries.Inc.
I
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test i
Report No.FTL-4645,dated 06/11/05,signed and sealed by Edmundo Largaespada,
P.E.
(Submitted tinder NOA No.07-0322.06)
5. Test reports on:l)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)
6. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
.4)Small Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by 4,
Edmundo Largaespada,P.E. s
(Submitted underNOANo.05-1018.01)
7. Test reports on:.l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2)Large Missile Impact Test per FSC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test l
Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by S
Edmundo Largaespada,P.E. (.
(Submitted under NOA No.05-1018.01) l
1
Man�E.
ProductCon
NOA No.16-0714.06
Expiration Date: March 26,2021 9
Approval Date: August 18,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
i
4
C. CALCULATIONS i
1. Anchor verification calculations and structural analysis,complying with FBC-5`
Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No.15-0519.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER). dI
E. MATERIAL CERTIFICATIONS }
1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA)
for their"Safiex 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 04125/15,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-5h Edition(2014),dated May
16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. I
(Submitted under previous NOA No.15-0519.08) 1
2. Statement letter of no financial interest,dated May 16,2015,issued by manufacturer,
signed and sealed by A.Lynn Miller,P.E.
(Submitted under previous NOA No.15-0519.08) l
3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL 4958 and FTU i
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and t
sealed by Edmundo Largaespada,P.E. 4
(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,Y.E.
(Submitted under NOA No.05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
6
G. OTHERS
1. Notice of Acceptance No.15-0519.08,issued to PGT Industries for their Series 4
"SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and
expiring on 03/26/21.
Manuel Pe ez, P.E. �.
ProductControlE sm'her s.
NOA No.16-0714.06 6
Expiration Date: March 26,2021 i
Approval Date: August 18,2016 f
E-3
ft
P
GENERAL NOTES: IMPACT SINGL G FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED:
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
1. G OPTIONS:(SEE DETAILS ON SH ) •ASTM E1300-09
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
» ALUMINUM DESIGN MANUAL,ADM-2010
A.5116"LAMI CONSISTING OF(2)LITES OF 118"ANNE ED GLASS WITH A.D90"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) •AISISIOO-07152-2010
OR.090"SAFLEX®PVB INTERLAYER(BY EAS CHEMICAL COMPANY)
B. ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5/16"LAMI CONSISTING Or(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE OPVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITEm PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP
F.7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
G.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI GLAZING DETAILS
.......................1
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 3
ELEVATIONS.... 4
.............4
H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES.......
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONSS.............5
HOR SECTIONS............5
PARRSS LIST ...................8
I.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
WITH A.090-KURARAY °1 BUTACITEPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX EXTRUSIONSPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ....................7
J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A CORNER DETAAILIL..............7
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXOPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
ANCHORAGE....................8-11
K.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAM[CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE
OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L.13116"LAM]IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"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:"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 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE DETAILS.
PRODUCT REVISED
5.SHUTTERS ARE NOT REQUIRED. as c<m+lilyixg with the Fix7tdx
Buildw9 Code
Am pwKo Nu , �
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. F, i7ai n Dnte
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION R•Uwui ndc Product 6xdr`� \
ALUMINUM DESIGN MANUAL
8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701.
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY \.` :•I..'',`';+., ,
HURRICANE ZONE(HVHZ).
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED.
Rmc48y. WR Rn+LWc CowIPIM .. .,.: -•'.•
JR 05/05/16 F ADDED SPACERS TO SHEET 2.
1070 TECHNOLOGY DRIVE GENERAL NOTES 31,x...••.;�:;,�'
y: Oslo: wWwu: N.VENICE,FL 34275 rmc .I`..I •••�"'�'' �
!'
pM� ALUM.SINGLE HUNG WINDOW,IMPACT
P.o.eoxl5zs a.w a �„ ,w" n... A.LYNI'&L'LER,P.E.
orevm nr wrn• cnoam oda NOKOMIS,8.34274 Visibly Qetrer F
F.K. 9/1/05 J.J. 22'3/07 sH700 NTS i 11 404020 FL P.E.#56705
Description Material
71EI Kommeding 4SG TPS Spacer System
IT n a See this
72 lQuanex super spacer nXrvdth Hot Melt Butyl
73 0 1 Sheet for
. lQuanex Du ea pacer
41 1/2"N , a Materials
44 1/2"NOM. 74 [Cardinal)(L Edge Spacer
BITE , I
GLASS
GLASS REFERENCE TEST REPORTS:FTL$Tt7,$968 8$970
37 70 37 BITE
1/8"ANNEALED OR HEAT STRENGT NED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER t7-090 PVB INTERLAYER
3/16"ANNEALED OR HEAT STRENGTHENED GLASS
118"ANNEALED OR HEAT STRENGTH NED GLASS
5/16-NOM. 7/16"LAMINATED
6"LAMINATED GLASS 80,81 Dr 82 7/16"LAMINATED GLASS 83,84 Or 85
NOTE:
71-74 EXTERIOR INTERIORF-'�) LAMI IG OUTBOARD
,�] (ALL SECTIONS) v LITES MAY BE
r---- n —n UPGRADED TO 3/16"
X— n r IPVBI. WITH NO CHANGE IN
I KURARAYBUTACITE* DESIGN PRESSURE.
1/2'NOM. 1/21'NOM. PVB INTERLAYER
46 GLASS BITE 46 GLASS BITEI or
INTERLAYER BY
38 70 38 K(70) EASTMAN CHEMICAL COMPANY
SAFLEXOPVB
1/8"ANNEALED OR HEAT STRENGTHENED GLASS I—LI 3116"ANNEALED OR HEAT STRENGTHENED GLASS
2
.090 PVB INTERLAYER
.00��PVB VB INTERLAYER—
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3191ANNEALED OR HEAT STRENGTHENED GLASS
5/16"LAMINATED 7116"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,E,88 Or 92 13116"LAMI IG GLASS W1 7116"LAM[ 89,90 or 91
PRODUCT REVISED
ALUMINUM AS COMIllYing Willi d10 rI(VidR
SILICONE HOT-MELT BUTYL +jliln �
REINFORCEMENT POLYISO- DESICCANT FILL AREA
STRUCTURAL BUTYLENE A
STRUCTURAL SILICONE 5116"NOM, ".I D�.
POLYISOBUTYLEN— 19*NOM, FOAM--\ 3/16"NOM. 6 SEAL
WITH BUTYL -FORMED SILICONE SEAL
WITH DESICCANT DESICCANT ROLL
DESICCANT FOAM STAINLESS STEEL—\
EXT.GLAS EXT.GLASS— EXT.GLASS
EXT.GLASS-� k
INT.
INT,GLASS INT.GLASS INT.GLASS SILICONE
GLASS
KODISPACE
o SUPER @DURASEALO XLEDGE.
TS .
G—TPS SPACERQ9NXT T11 SPACER 8SPACER
JR O5M6 F ADDEII SPACERS,
am: Ra1070 TECHNOLOGY DRIVE toy DETAILS
N.VENICE,FL 275
P.O.89X 1529 ALUM.SINGLE HUNG WINDOW,IMPACT
1)"-'sr. vei,. NOKOMiS,FL 34274 4040.20 A.LYNN MILLER,P.E.
SH700 Full 2 11 F
FK. 911105 Z2307 17 FL P.E.#58705
53118"MAX.FLANGED WIDTH
118"MAX.I.F.WIDTH
49 518"MAX.FIXED D C
DLO(ALL)
75"M 75"MAX. 75"MAX.
SEE DLOO I.F. A A I.F. C I.F.
TABLE / D—j HEI HT SEE B O / HEI HT SEE DLO HEIGHT
O
/ TABLE O j
76" L 76"MAX. L
76"MAX.
FLAN ED FLANGED FLANGED
EI T HEIGHT HEIGHT
E DLO 38 7116"
BLE X j SASH SEE DLOX S SEE DLO X I S E
( •) HEIGHT
TABLE — / NO 4 TABLE 4
48 1!4"MAX.
T DLO(ALL) DETAIL B DETAIL C
DETAIL VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
1/1
B E-1
7511 SAX 1 75"MAX.
I.F. I.F.
HEI HT E HEI HT
SEE DLO SEE DLO
TABLE O j 76"MAX. TABLE O j 76"MAX.
FLANGED FLANGED
L L HEIGHT HEIGHT
— - PRODUCTREVISED
20" 20" ns complying with tMt-Nwx
SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH Bonding Cu'k
7SeceptRhma D,k 0 I .Ojp
HEIGHT HEIGHT
B :Product
DETAIL D DETAIL E LJ
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. ^•:;t _
3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B 8 C)ARE BASED ON A THREE OVER TWO FORMAT. _
Rana ar• onto• PR�lELEVATIONS ....oem: 1070 TECHNOLOGY DRIVE ' ''N.VENICE,FL 99275i;0°re' P.O.BOX 1520 � ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS,FL 39274 Vsibly Better """ A.LYNN MILLER,P.E.
w-er• mm: SH700 NTS 4 a 11 4040-20 F FL P.E.#F.K. 9N/05 223107
Imo-2.784" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 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 F 1 25
OPENING
OUTSIDE
25 --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 r2.9OUTSIDE #48
15I
1SILL
MAX.
VENT DAYLGHT 49 HIGH SILL HEAD JAMB OUTSIDE
OPENING — — — — — — — — —
68 2,710"
I.F.FRAME 9
28 53 I I PRODUCT'RMV ISED
m cmnplyinBre g with Florida
OUTSIDE BuilAing CoM 16,0 IQ C
Ac<optnnco No
pent U:uc ,
53 6 I3y
2.946" phintui u�Ptoun�ec �,I
2.330" (HIGH SILL) 63 L�
52 (LOW SILL)
64
SEE NOTE ABOVE 54
67
3 30 12 ULTRALIFT 69 ULTRALIFT
ONLY 12 ONLY SECTION C-C
SECTION B-BRADIUS TOP
(LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) ,:r; �- / ��
R Y Oeb: ReNsbn�: _ ,
SECTIONS "''''I
1070 TECHNOLOGY DfiIVE
N.VENICE,FL 34275 ..
mwuP,- ela ReNobec P.D.BOX 152e �� ALUM.SINGLE HUNG WINDOW,IMPACT :':I E
NOKONIIS.FL 34274 Visibly Better. �°` �'"°`' r on..aynn R F A.LYNN MILLER,P.E.
n_.r. Dere: cew Deb: SH700 Half 5 e 11 4040-20 FL P.E.#58705
F.K. 911105 J.J. 2123107
ITEM DWG# DESCRIPTION PG7r# ITEM DWG# DESCRIPTION PGT#
1 4002A FLANGE FRAME HEAD 612226 60 —16-35 SCREEN SPLINE.-J�35 DIA HARD 61635K
2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA - 61 SCREEN CLOTH 61816
3 4003C FLANGE FRAME SILL(LOW SILL) 61222663 505 GLAZING CHANNEL(.688 X.500) 6533402
6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 —64 1161 #6 X 1.000 PH.BUGLE TEK 706XI
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 112-7/16 LAMI 62BVI510
7 4025 SASH STOP 612244 - 68 4051A SASH BOTTOM RAIL(HIGH SILL)
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 64051
69 4060A FLANGE FRAME SILL(HIGH SILL) 64050
9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16- —To— SILICONE,DOW 899,995 OR EQUIV.
10 1080 _ BALANCE COVER,3/8"OR 518" 6BALCVR916 80 A GLASS,5/16"LAMI,(1/8'A.090 PVB,1/8"A)
li #8 R.750 PH.PN.SMS 7834AA 81 B.GLASS,6/16"LAMI,(1/8"A.090 PVB,1/8"HS)
12 BALANCE BOTTOM BRACKET 78ALTBKT .82 C.GLASS,5/16"LAM),(1/8"HS,.090 PVB,118`HS)
13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1/8"A.090 PVB,l/a"A)
Is - #8 X 1 PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 E.GLASS,7116'LAMI,(1/8"A,090 P\/B,1/8"HS)
16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16;.LAMI,(1/8"HS,.090 PVB.1/8"HS)
17 4053 SASH STOP COVER 64053 —86 G.GLASS,13/16"LAM IG;118"T,AIR SPACE,5/16-LAMI,(I8-A.090 PvB,1/8-A)
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A,.090 PVB,1/8"HS)
19 #8-32 X112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 68 1,GLASS,13116"LAMI IG:1/8"T,AIR SPACE,511611 LAMI,(118"HS,.090 PVB.1/8"HS)
21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13116"LAM IG,1/87,AIR SPACE,7116"LAMI,(3/16"A.090 IV11,21/116�N
23 4006C SASH TOP RAIL 64006 ---ii) K GLASS,13/16"LAM]IG;1/8"T.AIR SPACE,7116"LAMI.(3/16"A.090 P\tB,3/16"HS)
25 1235 WSTP_17D X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,7116"LAM,(3/16'HS,.090 PVB.3/16-HS)
26 1096 SWEEP LATCH 71096 L 92 M.GLASS,13/16"LAM IG;11/8'A AIR SPACE,5/16"LAM],(10'A,.090 P I/8"A)
27 I016 48 X.625 PH.FL.SMS 7858 —2.878
28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 2.784—
30 1226 WSTP.,BULB VINYL 6TP249
31 4008 SASH SIDE RAIL 612231
34 1268 SASH FACE GUIDE 42501 Y.062-
35 1-622 LAM!SETTING BLOCK 3/32"X25164"X 1" 71622K 1J 30
36 1052 LAM IG SETTING BLOCK 1"X3/4'XI/16" 71052K 1,55
37 1224 VINYL GLAZ.BEAD BULB(THICK) BTP247WK 062
38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K
41 40398 GLAZING BEAD,5/16 LAM,GLASS, 640398 FRAME,I.F.HEAD
42 40448 GLAZING BEAD,5/16 LAMI WIGRILL KIT 644703 #4071 A,6063-T6
44 4222A GLAZING BEAD,7/16-LAMI 64222
45 985C GLAZING BEAD,7116"LAMI WfGRILL KIT 6985 FRAME, I.F.LOW SILL
46 4067 GLAZING BEAD,13/16"LAMI I.G. 64-067 #4072A,6063-T6
2.908
47 4071' FRAME,I.F.HEAD 64071
48 4072A FRAME,I.F.LOW SILL 64072 PRODUCT REVISED
49 4073' FRAME,I.F.HIGH SILL 11374— m wnplyinp,with the VlofktR
64073 B'Id in eode
50 4074E FRAME,I.F.JAMB 64074 A :pm 14,14.0
52 4009 SILL LATCH(EGRESS)(LOW SILL)
764009
Dy
53 1088 SPRING,SILL LATCH EGRESS --7S—PRNG T.062 NOM
( ) THICKNESS B
— M:iwai de Pmdmt C—cWrof
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 4.i 71 2.1 1C
55 1014 SCREEN FRAME(HOE.&VER.) 61014
56 1630 SCREEN CORNER KEY WIRINGS .062 NOM
71630 THICKNESS "o
57 1631 SCREEN CORNER KEYWIOUT RINGS 71631
.3 t
58 1073 SCREEN SPRING 7CASP
59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K
FRAME, I.F.JAMB
49 FRAME,I.F.HIGH SILL #407413,6063-T6
#4073A,6063-T6 (USED AS RADIUS TOP HEAD)
R—W. 1070 TECHNOLOGY DRIVE PARTS LIST
N.VENICE,Fl.34275
°"w: A ALUM.SINGLE HUNG WINDOW,IMPACT
OX 1529
0—
P.O.
34274
F.By. — NOKO IS,FL A.AWMIUER,P.E.
—F.K. SH700 NTS 6 a 11 4040-20 F FL P.El 58705
I F FRAME SEALANT ALONG ENTIRE JOINT
1 or 47 2 0 I.F.FRAME
1-2.784
.062——
1.363 L2.830 2.330
.062
Ij T
6 or 50
FLANGE FRAME HEAD
#4002A,6063-T6
1 749 FLANGE FRAME SILL (LOW) WELD
#4003C,6063-T6 6 Of 50L L—ALONG
SCREW
SEALANT OR GASKET BSS(2
)
12.7rl 0 �--1.513-1 738 AT HEAD AND SILL
—1==062 490040
VIEW D-D VIEW E-E
8'VIEW HEAD&SILL.RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH 'OVER
SASH STOP FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMB #4025,6063-T5 #4053,6063-T6
#4004,6063-T6 050 1
(USED AS RADIUS TOP HEAD) 1.165 1--
FEV .678
1,342 2.279--� 2,326 27— T 1.096 -T
062 1_.349 GLAZING BEAD,5/16"
#40398.6063-TS
1.979
2�10U 2155
.062 1.7107 .osz SASH SIDE RAIL
.062 31 #4008,6063-T5
21 FIXED MEETING RAIL 23 SASH TOP RAIL SASH BOTTOM RAIL(LOW)
#4054A,6063RD-T6Il #4006C,6063HS-T6 #4007,6063-T5
050 .050-6 •678
�—-T PRODUCTRLVISED
1.096 1 -
78 42 GLAZING BEAD.5/16" nco.1 yirz with 1h.z'10&1.
#4044B,6063 TS
8u°l "a code
2,326------1 AnoptIG-0 14.40ky
.062:E � 1.096 (USED W/GRILL KIT) =xpirot'n at, rw?l
2.946 GLAZING BEAD 7/16" By-
i
3.446 #4222,6063-T5 i Nlimoi alop""XItconfrof
— 2.638 .683 :-4--050
062
678 1.097
050
-T #4067,6063-T5
GLAZING BEAD,13/16"IG
.
69 FLANGE FRAME SILL(HIGH) 168 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" %:
#4050A,6063-T6 #4051A,6063-T5 #985C.6063-T5
(USED W1 GRILL KIT)
or.
R—�: Ma ReNYb s 1070 TECHNOLOGY DRIVE EXTRUSIONS FRAME CORNER DETAIL
N.VENICE,FL 34Z75
79;id—ft— R. P.D.BOX 1629 :ZLUM.SINGLE HUNG WINDOW,IMPACT
IL ER,P.E.
vd. NOKOMIS.FL 34274 "Itsibly A,LYNN ll�
J.J. 212,1107 J-p
F.K. 7 - 11 040-20 FL P,E.#56705
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS
2-1/4"ELCO SS4 CRETE-FLEX
SUBSTRATE: 28.603 1 34.603 40.603 46,603 52.603 58.603 64.603 76.000 3-#12 SCREWS
ANCHOR TYPE:
' Um z z p U U U U p U p U p U U p U U
2.ANCHOR LOCATIONS ARE B
ASED ON THE
� m z z M z�z m z z mOz�z m Cj z z mOz�z
WINDOW ONO 000cli00OCro—OO000OOcOO FOLLOWIING
U O U U DIMENSIONS.
L) 0HEAD 18 112MAX.FROM TOP CORNERS
WIDTH GLASSzz0p
TYPE
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 ill"MAX.FROM TOP CORNERS
- .._ _... _ ._.. ..._ CORNERS
_ -..-- 15"MAX.FROM BOTTOM
H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 112 2 2 212 2 2 2 2 2l2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 2'2 3 3 6"MAX.BELOW MTG.RAIL
19.125 SILL-ANCHORS NOT REQUIRED
A,e M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
112 1 1 1 1 1 1 1 2 1 1 1 1 12 2 2 11 2 212 2 2 2 2 21 2 2 2 2I 2 212 212 212 2I 2 2 2 2 2 2 2 213 2)2 313 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
.. _.__ ..,_ NOTE 2.
112 111 112 112 112 1 2 1 1 12 212 212 212 22 212 212 213 212 212 213 212 213 313 212 313.
24.000 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
ABM _... FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1 2 1.1 1 2 1 2 112 1 2;2 1 2 2 2 2 2 2 2 2 212 212 212 2 3 2 2 2 2 2 3 212 2 3 313 212 3 3 ARE 1"LESS.
C,D,E,F,G, 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:
32.000 H,I,J,K,L 1 2 1 1 2 2 2 2 3 1 12 212 2'3 1 12 2 3 2 3 212 2 3 21 3 212 213 3 3 2 2 3 3 3 4 3 2 313 3 4 3 3 4 4 BSIZE OLD LOCK ITALICIZED THE VALUE ADJACENT OVE THEME WITH
TATE A
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
12 112 212.21 3 1(2 2 2 213 1 i 2 21 3 21 3 212 2 3 2 3 212 2 3 3 3 2 2 31 3 314 31 2 3 3 314 313 4(4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
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 FOR THE
37.000 I 212 1 1 2 212 2 3 1 2 21 3 3 2 3 2 2 2 3 2 3 2 3 2131314 2 3 3 3 3 4 3 3 314 31 5 3 3 4 4 RESPECTIVE SIZE
1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS
A B,M 2i2 112 211212131112,2 11 213 212 213 13 212 2T3 213 213 213 314 213 3 3 314 313 314 315 3i3 414 AVAILABLE.
PSFj 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 221222232122132322213213232;32142133334233435 3133144531344
2 2 2 2 2 2 2 2 2 2 2 2 2 2] 212 2 2 2 2 2 2 2 2 2
A,B,M 2 2 112 212 213 2,2 213 213 212,213 213 213 213 214 213 3 3 314 213 314 315 313 3;4 415 313 414
PSF 79 TABLE KEY:
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 MAX.PSF
44.000 H,I,J,K,L 2 2 212 2 2 2 3 2 2 213 213 2 2 3 3 2 4 2 3 3i3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 313 314 415' 314 415 i 1 (DP LIMITED) 118 PRODLICT'REVISED
2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m cmnplying with the FIMda
A B,M — _ .. _. _. __ _... .._. _ . _ _-. building C.d.
HEAD
2 2 21 2 212 21 3 2 2 21 3 2 3 21 2 3 3 2 4 21 3 3;3 314 2 3 3 3 314 2 3 3 4 31 5 3 3 314 415 314 41 5 JAMB ABOVE 2 3 AccnpNncc No I •E1 Oen
PSF 79 79 L',tirnt t Dntc , 21
MTG.RAIL r;y
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Z_ JAMB BELOW Minmi adc Prom7ct Coavol
48.000 H,I,J,K,L 2 2 212 2 2 2 3 21 2 21 3 3 4 213 3 3 314 213 31 4 314 2;3 3 4 3r5 313 314 3;5 3 3 4t 5 416 3 4 51 5 MTG.RAIL
A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
2 2 212 2 2 213 212 213 314 213 313 314 213 3 4 314 213 314 315 313 314 315 313 415 416 314 515 (FULL DP)
PSF 72 79 1 79 1 HEAD 2
D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 1 3 ;•. <, '
_. _- i
C53.125 H,I 222 212 222 223 222 2i3 2 2 24 314 2,3 314 314 3 3 314 3 5 313 414 416 314 415 416 314 5 6 Mf G.RAIL
JAMB BELOW
2 2 3 2 2 3 2 2 3 2 2 3 2 3 .• _-
- — — — — _ __. _ ..... MfG.RAIL f(.
!{B,M 2J2 212 2 2 2 3 2j2 13 3 4 213 314 1 2 3 314 314 3 3 3j4 315 313 414 415 313 415 416 314 415 61(t1/16
Aowd 6Y oam: RaAebne �°�°A' �.�• i'''•
ANCHORAGE SPACING, 1/1 WINDOWS
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 m" 'i," ._;��•.
Ao y. DaW RONYam.• ALUM.SINGLE HUNG WINDOW,IMPACT '• t'l''
P.O.139X 1529 AALU we A.LYNN'MIIILL�.P.E.
aexney:Dam: tMedmae.oaro: NOKOMIS,FL 34274 Visibly Better e F
F.K. 7/29105 J.J. 2113107 sH7oo NTS 8 11 4040 20 FL P.E.#58705
i
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 52.155 59.655 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 O U U 2.ANCHOR LOCATIONS ARE BASED ON THE
WINDOW GLASS "o z zM0 z z z z z z z z z zMo z zr10 z z
s`f0 0 ONONO—ONONO` ONO`�O 0c\i0 0 ociO`�O�ONON0 0NO`�0 0 FOLLOWING DIMENSIONS:
WIDTH TYPE U U U U � U U U U � U U f. U U � U U U U HEAD-18 1/2"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 1 1 1 1 1 1 212 21 1 2,2 2 2 21' 2 2 2 2 2 2 2 2 21 2 2 2 21 2 212 212 2 2 312 21 2 312 312 212 3121 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
A,B,M 111 111
111 2121211 212 212 211 212 212 212 2 2 212 2 2 212 212 212 212 312 212 312 312 2 2 3 2
3,INSTALL PER THE ADJACENT TABLE ANCHOR
PSF 79 1 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 1Ri�2
1 1 1 NOTE 2.
24.D00 H,I,J,K,L 1 1 (1 1 1 2 2 1 1 1 21 2 21 2 21 2 2 2 2 1 2 2 2 2 2 2 2 2 2 3 2 31 2 2 2 3 212 312 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
A,B,M 1 1 1(1 1 1 212 1 1 212 21 2 212 212 212 2 2 2 2 212212 3123122 23122 312 2123I2 ARE 1"LESS.
PSF 68 77 5. DESIGN PRESSURE LIMITATIONS:
C,D,E,F,G, 1 1 111 1 2 1 1 2 1 1 1 1 11 1 1 1SIZE BLOCKS OF THE ADJACENT TABLE WITH A
— _ _ ._ -, _ -- .- _ _- _ . -- _--_. -- _ _._,. ._.-. __ _ BOLD ITALICIZED VALUE ABOVE THEM.INDICATE A
32.000 H,I,J,K,L 1 1 1 1 1 1 21 2 2(2 212 2 3 212 212 3 3 2 2 3 3 3 3 3 2 3 3 3;3 2�2 3 33 41 3 3 2 413 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M .1 1 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
—1151 111 1 1 212 2 2 212 213 212 2 2 3 3 2 2 3 3 3I3 3 2 313 313 212 3'13141131 3I2 413 413 312 413 MAXIMUM DESIGN
E FOR THE
PSF 59 67 79 RESPECTIVE
PRESSURVESIZE
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 1 2 AND GLASS TYPE IS
37.000 H,I,J,K,L 1 1 1'1 1 1&
2 2 2 2 212 2 3 2 2 2 3 3 3 2 2 313 3 3 3 3 413 3 3 3 2 313 4 3 3 2 4 3 414 312 413 AVAILABLE.
ABM 1 1 1 2 1 1 2 1 2.. _2 _.1 2 . .2_ 1 .__2. .2- _ ..? 2 1 2 2 1_ -2
11 1111 22222[2 213 212 213 332123133,331-34,33,33;2 313413324341432413
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 2 2 212 2122 213 212 31 3 31 3 21 2 31 3 4 3 3 3 4 3 3 3 31 3 41 3 414 31 3 41 3 4;4 3 3 51 3
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
A,B,M 1 1 1 1 1 1 2 2 212 212 213 212 3!3 313 212 313 4I3 313 413 313 313 413 414 313 413 414 3I3 513 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 i
___— - - - - (DP LIMITED) 117 PRODUCTREVISED
44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 313 212 3 3' 314 213 3 3 4 1 4 313 41114141 3 3 4 3 4 4 3 3 413 4;4 313 5 4 HEAD 3 u cuj,,3C dwith tlw FlDridv
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ruildi Cade
A,B,M - — _ _ .._ _ _ _ JAMB ABOVE 3 3 A¢ePuaccNa I 0 14:Cro
1 1 7 1 1 1 2 2 212 2 2 313 212 3,3 314 213 313 414 3 3 41,3 4 4 313 413 414 313 413 4'4 313 514 L o-m; Dela a 2D21
MTG,RAIL
PSF 45 74 51 74 79 79 13y-
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 MiDmi idc l4alucCCM 736P
48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 21 2 2 2 3 3 212 31 3 3 4 3 3 3 3 414 3 3 414 414 3I 3 414 414 41 3 5 4 4`4 41 3 514 MTG.RAIL 1
2 2 2 3 2 2 2 2 2 3 2 2 3 2 2
A,B,M 121 121 121 222 2?2 222 323 222 323 314 3 3 3 3 4(4 313 414 4I4 313 414 4I4 413 514 414 4 3 514 FULL DP
PSF 41 67 46 67 76 79 HEAD 2
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 2 3 JAMB ABOVE 2 2
53.125 F AIL
H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 131313 4 4 3 3 41 4 4 4 31 3 414 4'4 31 3 4 4 51 5 4 3 5 4 51 5 4 3 5 4 JA
2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG.
A,B,M ---I.. ---- ..... ... ._., .... _.. .... . ._. _ . . _
MTG
MB BELOW I
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1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW ••.: d
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EXTERIOR INTERIOR NOTES:
NOTES:
ALL HEAD AND SILL DETAi l WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
1-3/4"MIN.EDGE— (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".
(SEE NOTE 1&3) 2x WOOD B 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(!35)OR
(SEE NOTE 4) 1"MIN.EDGE 1/4"SS4CRETE-FLEX.
3.35 KSI MIN. 1 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
CONCRETE s13/8"MIN.,1/4"TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 112", Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
314"MIN.,114"CRETE-FLEX
OPTIONAL 1� INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
<= 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
WOOD SUCK 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
6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
114
MAX. .�7 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
DETAI DE 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
1 318"
MIN. MIN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
1/4"MAX.SHIM I1/4"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
1-3/4"MIN EDGE V 1"MINADGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION.
IIII CONCRETE ANCHOR, I WOOD ANCHOR,
FH BELOW MEETING FH BELOW MEETING
RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3)
3.35 KSI MIN.CONCRETE
INTERIOR
OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS)
I'x BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD SUCK EXTERIOR
OR CMU SUBSTRATE S (SEE NOTE 4)
DETAIL C
DE ILD
ICAL FLANGED JAMB ANCHORA E
1/4Ill 518"MIN.EDGE
2-112"EMBEDMENT AX
SHIM 1/4"
WOOD FRAME MAX. PROOUCT lzrVISED
WOOD FRAME SHIM
ItI3uilJing Curie
.131"DIA.MIN.— 5/8"MIN.EDGE
AT CORNERS
x 21/2"NAIL AND 5"O.0
x 2 1/2'NAIL,
131"DIA.MIN. 2-lt2"EM FOMENT
AT CORNEW� I - —WOOD FRAME
6/8"MIN.EDGE
AND 5"D.C.
-TT'131"DIA.MIN.
MI1/4AX" x 21/2"NAIL,
. AT CORNERS
"
.A
2-1/2
SHIM AND 5"O.C. N"EMBEDMENT
DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL GL(SILL)
TYPICAL INTEGRAL FIN ANCHORAGE
Y: GWe: ReNgoru: 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS
N.VENICE,F,,42.,
P.O.BOX 1629 A- ALUM.SINGLE HUNG WINDOW,IMPACT
Prawn elc Deb: 5i;��By NOKOMIS,FL 34274 visibly Bect— - -- A.LYNN MILLER,'
1� R,P.E.
J.J. 0212`3107 11 -' ll 4040-20 F
FL P,E.#58705
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