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�5
Query Date:ModOct"17 2016
Latitude:27.2728
Y/..
Longitude:-80.2051
ASCE 7-10 Winds eeds
..........:.......::.:.
3-sec peak gust in mph*):
i
F...
2:
Risk
Category I:150
tsikF,E:
9 Y
W.t.:
;
Risk Category 11:164 %`�'
h
Risk Category III-IV:175
MRI-10-Year:88
MRI—25-Year:109
MRI—50-Year:122
„ 'Y ;..ii.>::�:�; '€`tel:,pi4b,1.L•;;;:
MRI 100 Year:133
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:.
ASCE 7-05 Windspeed: 0:
142
i"
142(3-sec peak gust In mph) •. �:;;:., :,:. �:.>;.; ,.::::::::::.::.::.::.:<:;.�;.>;,:::i;.;:;;.i;.;::::E::.;..:.;v:.,
ASCE 7-93 WindsP eed:
100(fastest mile in mph)
'Miles per hour
"Mean Recurrence Interval
Users should consult with local building officials
to determine iflhere are community-specific wind speed
requirements that govern.
ffi-_Prllll.yC!!lr rE'5llltFi
.................
WINDSPEED WEBSITE DISCLAIMER
While the information presented on this website is believed to be correct,ATC and its sponsors and contributors
assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not
be used or relied upon for any specific application without competent examination and verification of its
accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the
use of this information replace the sound judgment of such competent professionals, having experience and
knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in
interpreting and applying the results of the windspeed report provided by this website.Users of the information
from this website assume all liability arising from such use. Use of the output of this website does not imply
approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the windspeed load report.
Sponsored by the ATC Endowment Fund•A fd:ed Tc-�.�q'xSdl•201 Redwood Shores Parkmy,Site 240•Redmod City,California 94065•(650)595-1542
http://windspeed.atcouncil.org/index.php?option=com_content&view=article&id=10&de... 10/17/2016
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Florida Building Code Online Page 1 of 3
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SCIS Home tog in •,User ReglsoaUon NO Topics! Submit Surcbatge Stats B Facts i Puiblllcattans j PBC Stag i+am Site Map;•{inks J Search f
�Otl�c3 a
r Product Approval
(( Pro Put User
PrMerrt Anomva!Ment+>Pfaduct or AopiicMkn Search> ltaR
I e
IN Fi239-R24
Application Type wn
Code Version 2014
Application Status Approved
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary. -
Comments
Archived
Product Manufacturer PGT industries
Address/Phone/Email 1070 Technolpg e
Ne 34275
(941)486-0100 EM 22318
druark@pgUndustries.com
Authorized Signature Jens Rosowski
)rosawski@pgtindustries.com
Technical Representative )eos Rosawskl
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
JMSDWSW@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method ark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By M)arnl-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Stand, Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method i Option A
Date Submitted 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval
Date Approved 09/08/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS lBu8CAE... 10/25/2016
Florida Building Code Online Page 2 of 3
r
ry of Products
Model,Number or Name Description
SH-200(Non.impact) Aluminum Single Hun Window
of Use Certification Agency Certificate
ved!or use InHVHZ;Yes PL239 R24('CAC 16-0505 02 odf
ved for use outside HVHZ:Yes Quallty Assurance Contract Expiration Date
t Resistant:No 09/01/2021
Pressure:N/A Installation Instructions
:Please see Miami-Dade County Notice of Acceptance INCA)for PL239 R24 it performance Information,anchorage details,and anchor type, Verified By:Mlami-Dade BCCO-CER
d spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 SH-500 a Mi55ite Impact) WinGuard Vin I Single Hung Window
Limits of Use Certification Agency Certificate
Approved for useIn HVHZ:Yes FL39 R24 C CAC A5-06t2 120odf
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 Miaml-Dade County Notice of Acceptance(NOA)for FL239 R24 it 15-2612.120,129-F
product performance information,anchorage details,and anchor type, Verified By:Mlaml-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created Independent Third Party:
1239.3 SH-600(Non-Impact) Aluminum Single Hun Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes ELZ21,RZ4 C CAC16-07+4 OS pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/2612021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 tr 16.07+4nc pr
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 Pa :
239.4 f ISM-700(Large Missile impact) Aluminum Sln le Hung Window
Limits of use Certification Agency Certificate
Approved for use In HV •Yes 02
3
Approved for use outside H a try Assurance Contract tFadon to
Impact Resistant:Yes 03/26/2021
Design Pressure:N/A nstaUadan lnstruodons
Other:Please see Miami-Dade County Notice of Acceptance(NOA) F7,239 R24 li Ib-0714 06ydF
product performance information,anchorage details,and anchor typo, - R
and spacing Information. Created by independent Third Party:
Evaluation Reports
Created b Independent Third Party:
239.5 SH-800 Large Missile Im act) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate'
Approvedfor use in HVHZ:Yes f(239 R24 C CAC 16-0714 01 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data
Impact Restate t:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Mami-Dade County Notice of Acceptance(NOA)for P1.229.1124 II 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 Pa 1:
1239.6 SH-800(Small Missile impact) Multi-Story Aluminum Single Hung Window
Omits of Use Certification Agency Certificate
ADPreved for use In HVHZ:Yes PL239 R24 C CAC 16-0714 02 ^f
Approved tar 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 PL239 R24(I 16-0714 02 odf
product performance information,anchorage details,and anchor type, Verified By:Miaml-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.7 SH-3000(to a Missile Impact) rchittecturai Systems Aluminum Single Hung W7ndow,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes 11239 R2a C CAC 15-0612 I i LMI grit
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 INCA)for 239 R 4 It 15-0612.11 LMI ndf
procluct performance information,anchorage details,and anchor type, verified By:Mand-Dade BCCO-CEA
(ze,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created Independent Third Party:
239.8 SH-3000 Small Missile Impact Architectural Systems Aluminum Single Hung Window
Umtts of Use Certification Agency Certificate
Approved for use in HVHZ:Yes PL239 R24 C CAC+5-06x2 10 SMt odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes INS/2017
Design Pressure:N/A Installation Instructions
Other.Please see Mlami-Dade County Notice of Acceptance(NOA)for FL23Q R24 It 15-C)612,10 SMl.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Indepentlent Third Party:
Evaluation Reports
Created by independent Third Party:
239.9 SH-5400(Non-impact) IVInyl Single Hung Window
Limits of use Certification Agency Certificate
Approved for use In HVHZ:Yes FI 239 R24 C CAC 16-e714 04 odf
Approved for use outside HVHZ:Yes uality Assurance Contract Expiration Date
Impact Resistant:No 07/30/2020
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 10/25/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Qther.Please Sea Miami-Dade County Notice of Acceptance(NDA)for Ft239 R24 II 16-0714.O4,odf
product performance Information,anchorage details,and anchor type, Vedf ld By:Miaml-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports .
Created by Independent Third Party:,
239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Llmltr o!Use Certification Agency Certificate
Approved!or use in—Sid
Yes F1239..R24 C CAC i6-0TI4.03.otlf
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 Mlaml-Dade County Notice Of Acceptance(NDA)for FL239 R24 R 36-0714 07 odf
product performance information,anchorage details,and anchor type, Verified By:Mlami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent TNj Party:
Contact Us::2601 Blair Stone Rodd Tallehass 3234 Phone:850.49]-1824
The State of Flarlda is an AAtEEo employer-Cgpvri ht 2007-2013 Stat f florid ::Pdvacv Statement::Am•sibMiv StgmDbmtt::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a Pubec-mmnis request,do natsend elwmnlc
mail to this entity.instead,contact the office by phone or by traditional mail.if you have any questions,please tontatt 850.4x7.1395,•Punuaot to Section 4Si.27S
(1),Florida Statutes,effective comber 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
—Ila provided may be usad for official communication with the iloombe.However email a ld a uca are public record,if you do not wish to supply a personal address,
Please provide the Department with an email address winch on be made available to the public To determine if you are a 7kamee under Chapter 455,F.S.,please
nick)ere.
Product Approval Accepts,
2'®BE®
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 10/25/2016
MIAMM=E MIAhD-DADS COUNTY
1® PRODUCPCONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-]399
NOTICE OF ACCEPTANCE(NOA) noni-.ls,ala"ae.e"areoaaa.
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 I
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- q
Product Control Section to be used in Miami Dade County and other meas where allowed by the Authority 1
Having Jurisdiction(AHJ). 9i
This NOA shall not be valid after the expiration date stated below.no 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 AM
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 E
Section that t�pmductmaterial fails ants of tlra applicablebuilding cede�Blld
This product sell d herein,and hes been dell oriCode,inclu' elocity Hurricane Zone: ,DESC SlI—T00"Alumloum Single Hung Window—L.M.LAPPROVAs 1
through 11 of 11,dated 09/01/05,with revision F dated 05/05/16,prepared by manufacturer,signed and j
sealed by Anthony Lynn Miller,P.E.,bearin 'sion stamp with i
the Notice of Acceptance n expiration iter the Miami-Dade County Contra etion.
MISSME IMPACT G:Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a pen .city,state,
modellseries,and following statement:"Miami-Dade County Product Control Approved',unless otherwise
noted herein. 10
RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been q _
no change in the applicable building code negatively affecting the performance of this product
TERMINATION of this NOA will occur after the eq,iration date or if them 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 i
to comply with any section of this NOA shall be cause for termination and removal of NOA. if
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and I
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is f
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at tha job site at the request of the Building Official.
This NOA revises NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and&3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
t NOA1 16-07 -
MIAMHIADECOUNTY E:plratlon Date:March 26,2021
P t 1g,2016
Page
PGT Industries.Inc. '
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and soctions.
(Submitted under NOA No.05-1018.01 and 07-032Z 06)
2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact',sheets I through i
11 of 11;dated 09/01/05,with revision F dated 05115116,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.B.
B. TESTS i
1. 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 y
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 4SO TPS
spacer system,Duraseal®spacer system,Super Spacer®NXTn+spacer system and XL ,
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06107/16 and 06102/16 respectively,all signed and sealed by Idalmis Ortega,P.E. J
2. 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 j
..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 fn frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-4957,dated 10103/06,signed and sealed by Edmundo Iargeespada,
P.B.
(Submided under NOA No.07-0322.06) 1
3. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
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-4958 and FTI-5063,dated 10/03/06 and 11/21/06,both signed and
sealed by Edmundo Largaespada,P.E.
(Subnittted under NOA No.0 7-0322.06)
yi
Manuel Per/.2, E. i
Product Cont'lz er
NOA No.16-0714.06
Expiration Date March 26,2021
Approval Date:August 1B,2016
E-1 i
i
t
I
t
t
k(T Industries,Tue.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
B. TESTS(cDNTiNDED)
4. Test reports on:I)Large Missilo Impact Test per FBC,TAS 20I-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single bung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc,Test
Report No.FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada,
P.F.
(Submitter!under NOA Na 97.032206)
5. 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 fun frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No.FTL-4649 and FTL4723,dated 10/05/05 and 08/11/05,both signed and i
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
.A)Small Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,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-1 018.01)
7. Test reports om.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 {
..2)Large Missile Impact Test per FBC.TAS 201-94 t4
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc,Test
Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by 4
Edmundo Largaespada,P.E. {
(Submitted under NOANo.05 X018.01)
Product
.& l
roduU Coalrol r tnrr
MOA No.16 0714.06
Eapintton Date:Murch 26,2021
Approaat Datr.August3S,2016
E-2
i
1
I
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
C CALCULATIONS
1. Anchor verification calculations and stmctural analysis,complying with FBC-5th
Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted underprevious 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).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA)
for their"Satlex Clear and Color Glass Interlayers"dated 06119/14,expiring on ;
0521116.
2. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer"dated 0425/15,expiring on 12/11/16.
I
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-5th Edition(2014),dated May
16,2015,issued by manufacturer,signed and scaled by A.Lynn Miller,P.E.
(Submitted under previous NOA Na 15-0519.08) -
2. Statement letter of no financial interest,dated May 16,2015,issued by manufacturer,
signed and scaled by A.Lynn Miller,P.E. !
(Submitted underpreviousNOA No.15-0519.08) f
3. Laboratory compliance letter for Test Reports No.FTL-4957,IFIL-4958 and FTI-
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and
scaled by Edmundo Largaespada,P.E.
(Submitted under NOA No.07-0322.06)
4. Laboratory compliance letter for Test Reports No.FTI-4649,FTL-0723.FTL4947,
FTL4650,FTI-4948 and FTL-4646,issued by Fenrstration Testing Laboratory, ?
Inc.,dated 08110/05,signed and sealed by Edmando Largaespada,P.E.
(Submitted rmderNOA No.05-1018.01)
S. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chards,P.E.
G. OTHERS
1. Notice of Acceptance No.15-0519.08,issued to PGT Industries for their Series
"SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and
expiring on 032621. r CJr
Man dPe 'e
Product Control e; r am
NOA No.16-0714.06
Expiration Dale:Momh26,2021 t
Approval Date:August 10,2016
E-3
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS: STANDARDSUSED:
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION
1.GLAZING ON SHEET 2) •ASTM F1300-09
•ANSVAFbPA 1!054012 FOR WOOD CONSTRUCTION
A.5116'LAMI CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL.ADWW10
OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AlSI-S100471132-2010
.080"KURARAY BUTACITE°PVB(BY KURARAY AMERICA INC,)OR.080'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5116'LAMI CONSISTING Of(2)UTES OF 118'HEAT STRENGTHENED GLASS WITH A
.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7116'LAMI CONSISTING OF(2)UTES OF 3116'ANNEALED GLASS WITH A.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA INC.)
OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E.7/16"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LRE OF.16'HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP
.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC,)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F.7/18°LAMI CONSISTING OF(2)UTES OF 3116'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090' CONSISTING
PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1
G.13110"LAMI IG;(1)LITE OFa 1W TEMPERED GLASS,AN AIR SPACE AND 5116'LAMI CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A GLAZING DETAILS............2
.ON KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3
H.13116'LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 6116'LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONS................._..4
OF 118'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA.INC.) VERT.SECTIONS.............5
OR.090"SAFLE% PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............6
I.13118"LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 6116'LAMI CONSISTING OF(2)UTES OF 118'HEAT STRENGTHENED GLASS PARTS LIST.......................8
WITH A.090'KURARAY BUTACREv PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7
J.13116'LAMI IG:(1)LITE OF 1°18'TEMPERED GLASS,AN AIR SPACE AND 7116"LAM]CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7
.09D'KURARAYBUTACITE PVB(BY KURARAY AMERICA INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE.... .......8.11
K 13/16"LAMI IG;(1)LITE OF 1/8'TEMPERED GLASS,AN AIRSPACE AND T/16'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE
.OF 3116'HEAT STRENGTHENED GLASS WITH A.09U'KURARAY BUTACITE°PVB(BY KURARAY AMERICA INC.)
OR.090"SAFL.EX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L.13116'LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIRSPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY BUTACITEV-P-VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.13116"LAMI IG:(1)LITE OF 1/8'ANNEALED GLASS.AN AIR SPACE AND 511 e'LAMI CONSISTING OF(2)UTES OF 1/6'ANNEALED GLASS WITH A
.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFI GU RATIONS:'OX"(1/1,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 B THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED.
PRODUCT REEVI
1bM 11.
wUCT Flarl4A
t6•o 1 ,06
8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 1L�apN DNe
7.REFERENCES:TEST REPORTS FTL-4845.FTL-06411,FTL-4847,FTL4648,FTL4649.FTL4650,FTL-4651,FTL-4723,FTL-0R
957,F -0958 AND FTL-5083. - BY
ANSVAFBPA NDS FOR WOOD CONSTRUCTION Ltimn: 4e N°d•cl cmwul�
ALUMINUM DESIGN MANUAL
8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701.
1;1!11!111
9.THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
10.FOR INSULATED GLASS INSTALLATIONS IN THE KVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED.
Iw6
JR OSDSfB F ADDED SPACERS TO SREET2. mom •'.G^
GENERAL NOTES
tor0reawa.Dar DRNE� � � '.•,,,. •.....
N.vSwce.FLslzle •,1 •q'b���`
ro Box,RB ALUM.SINGLE HUNG WINDOW IMPACT a ivF(n1'rnlLt. P.E.
q-� nM.us NOxOMI5,R312T1 /bly UarR � NTS 1 +11 404820 F FL P.E.#68705
FJC 9/1/05 JJ. 1/13/07
Part tl Description Material
1 1 71 KammedinB 4SG TPS Spacer System
See this
72 Duanex Super Spacer nM%MUi Hot Malt Butyl
Sheet for
73 lQuallex Dumseal Spacer Materials
1
112.Nom. 4 12'NOM. 74 lCaREFERENCE�EST Edge
pacer 888668970
GLASS BITE ul, GLASS BITE
70 70
7 118°ANNEALED OR HEAT STRENGT NED GLASS3116'ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER090 PVBINTERLAYER
118'ANNEALED OR HEAT STRE THENED GLASSa-7/16'LAMINATED
3116'ANNEALED OR HEAT STRENGTHENED GLASS
5116'NOM.
5/16"LAMINATED GLASS 80,81 82 7/16"LAMINATED GLASS 83,84 or 85
NOTE:
LAM]IG OUTBOARD
71-74 a EMERIOR INTERIOR LITES MAY
1 1 (ALL SECTIONS) UPGRADED T 703116'
WITH NO CHANGE IN
•PVR•= DESIGN PRESSURE.
KURARAY BUTACITE
1/1•NOM. 12'NOM. PVB INTERLAYER
46 GLASS BITE 46 GLASS SITE or
SAFLEX°PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 70 38 70
118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8.ANNEALED OR HEAT STRENGTHENED GLASS ails,ANNEALED OR HEAT STRENGTHENED GLASS
5118'LAMINATED 7118'LAMINATED
AIR SPACE AIR SPACE
1/B'ANNEALED OR TEMPERED GLASS 118'TEMPERED GLASS
13/16'NOM. 13118'NOM.
13/16"LAMI IG GLASS W/5/16"LAMI 86,67,88 or 92 13116"LAMI IG GLASS W17/16"LAMI 89,90--1 91
PRODUCrnaVISED
ALUMINUM ummlBYlvp,�i,L e,vFlvida
SWCONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA BWldj j7., Di!-o
c dSTRUCTURAL BUTYLENE sits,NOM.STRUCNRA. SILICONE y18'NOM 6N6'NOM 6EAL
POLSTRUC URAL 1/4'NOAL FOAM BUTYL& Sa1CONE SEA. BY
YaTH DESICCANT ROLL{ORAffD Miami l7eAe 1'mduct
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL (I/`
EXT.GUL'a EXT.GLASS EXT.GLASS
EXT.GLASS
INT.GIASS INT.GLASS BIT.GLASS INT.GLASS .
n KODISPACESUPER To DURASEAL® TI XL EDGE
O
4SG TPS SPACER®NXT SPACER SPACER
JR OSA91B F ADDEOSPACERS. GLAZING DETAILS .,;.••.;'.<,-r:;o:.•'•:,.:�
Ima TE&VENICELOGY DRNE m
per. PA BQ%E FL
I6]B �— ALUM.SINGLE HUNG WINDOW,IMPACT „••'
x P.oM18,R.3/3N YlYIb$r 6erter �"""` "` °i•p0` A.LYNN MILLER,P.E.
FX aims JJ. so, SN70o Full 2 s 11 100620 F FL P. .9 58705
III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP- FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 66" TV 72" 74" 76" MEETING RAIL
q8" A,B,M -fiO.D1+80,0 -80.0 1+80.0 1-80.0 1+80.0 -80.0 +80.0 -60.0 +80.0 -60.0
. -80.0 *80.0 -60.0 HT.
SO" A,B,M +80,0 -80.0 +80.00 80.0 -80.0 +80.0
80 -0.62 x80 0 +80.0 X0.0 +78.6 +75.9 -76.9
+80.0 -BO +80.0 -80.0 1+79.8 -79.6 +78.2 -78,2 +76,9 +74.0 -74.0
X�° w`pp�SSS
(Tzp
H
1
7063118" J,K,L -80.0 1+80.1)1-80.0 1+80.0 1-80.0 +BD.O 1-80.0 +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
WIDTH GLASS TYPE 35318- 1 44" 1 60 S18" I 63' 72' 1 74" 1 TV' IN
4• A,B,M +80.0 -80.0 +80.0 -80.0 x80.0 -80.0 +60.0 X0.0 +70.0 •70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL
50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 X0.0 +78.8 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 'X• - S�q.SM
62• A,B,M +80.0 A0.0 x80.0 -80.0 +80.0 -80.0 +78.9 -76.8 +70.0 -70.0 +8B.8 -68.8 +67.6 -67.8
63118" A,B,M +80.0 60.0 +80.0 -BOA +00.0 -80.0 +75.0 -75.0 +68.0 -68.0 +68.7 -68.7 +85.6 65.5
UPT063118 C,D,E,F,G,H,I,J,K,L +80,0 -80.0 1+80.0 -80.0 +80.0 A0.0 1+80.0 -80.0 +70.0 -70,0 1+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 Tw HO-TIP FRAME DIMENSIONS T
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 75"INTEGRAL FIM MINUS
WIDTH GLASS TYPE 17118" 2211118' 283118" 333W' 366116" 4413N6" 60318' 5516M6" % •�° SASH
HT.
63 118" D,E,F,J,K,L +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 +70.0 -70.0 HT. �'
IMEETING RAIL j
LASS TYPES: TEST REPORTS TABLE 4. ¢ncTl-H
A.5116"IAM]-(11 -090.1/8-A) FTL-4647,4648,4723,4957
6 FTL-0647,4648
C.6116'LAMI-118"HS,.090,118"HS FTL-0647,4848
D.7116'LAMI- 1S'A,.090,3118"A FiL-0645,4885
E.7116"LAMI-(3118"A,.090,3/16-HS) FTL4645
F.7/16'LAMI-(3116'HS,.090,3116 HS) FTLAS4S - M0DP N nrvtsm
G.13/16'LAMI IG-118'T.AIR SPACE,6118"LAM[-(1/8-AAFTL-4646,4723 ouiid(u3 GMe PI'Fit
A�l�- nw I6-0 14
H.13178"LAMI IG-1/8'7 AIRSPACE.5/16"LAMI-1/8'A.090,1/8"HS FTL-4646 :m Dot° I 1
L 13116"LAMI IG-118'T.AIR SPACE,5116'LAM[-1/6'HS,.090,1/8"HS FTL-4648 By
J.13/16'LAMI IG-1/8"T.AIR SPACE,7116'LAMI-3118'A.090,3118"A FTL-4649,4650 p41rvnl
K.13116'LAM]IG-11W T.AIRSPACE.7116"LAMI-(3/18"A,.090,3116"HS) FTL-0649,4650,4958
L 13/16'LAM]IG-118"T,AIRSPACE,7116'LAMI-(3/1 HS..090.3/16'HS FTL-4649,4650 't %%••.
M.13116'LAMI IG-1/6'A,AIRSPACE,5118'LAMI-1l0'A,.090,ll6"A FTL-5063
NOTES:1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSI:OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. [::,05
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 125/8'MINIMUM TO 38"MAXIMUM.
4.GLASS TYPES C.G.H,AND I MAY BE USED IN SASH ONLY •wl��� /;�,'
roroleawwo0y08rvE DESIGN PRESSURES :,�.'":.�r:tt`....::•:
PD.90X14]Y �- ALUM.SINGLE HUNG WINDOW,IMPACT _
��u m ese NOKOM5,Fu4n+ T2/Sh Berra """" A.LYNN IvIILWR,P.E.
FJL 8/iN3 J.J. 7!13/07 sNmP NTS 3 +11 4040.20 F FL P.E.858705
531/8'MAX.FLANGED WIDTH
5 "MAX.I.F.WIDTH
49 518"MAX.FIXED D C—1
DLO(ALL)
75'MAX. 75'MAK 75'MAX
SEE DLO /X I.F. � A I.F. IF.
TABLE / D HEI HT SEE DLO
O HEI HT STABLE O C i HEI HT
L76" 76"MAX. 76"MAX
FLAN Eo FLANGED L FLANGED
SEE DLO 7
18' HEI HT HEI HT HEI
TABLE X j SASH SEE DLO /.,' SEE DLO // S E
(MAX) HEI HT TABLE x / NO 4 TABLE x / NO E4
L _....._.__
48 114'MAX.
VENT DLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
1/1
8 E I
76"MAX. ME-JI
I.F.HEI HTSEE OLD
TABLE /J SEE OLD
TABLE78'MAX. AK
FLANGEDGED
HEI HTLHT PNOOUCTBEVIS®
SEE DLOTABLE X j I SASH SEE DLO TABLE X j SASH collol7luS wlm 011Shfd•
Dulbine CoCe
HEIGHT HEIGHT npune3Wo lb-O I C_(o
p p mDla +jpZ1
B 8Y
DETAIL D DETAIL E H1��,pme�t
V
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH)
NOTES:
1.SEE SHEET FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3.BEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B S C)ARE BASED ON A THREE OVER TWO FORMAT.
ELEVATIONS
n; 10il TECXNOLOCYORNE �,,:. :•••.. ,..,. ,•
pA�K ISm �T ALUM.SINGLE HUNG WINDOW,IMPACT _
NOKOWS,FL 3W4 min,
A.LYNt+{(u�IiLER,P.E.
O F C 911,85 dJ. 7 sx7O0 NTS 4 - 19 4040-20 F FL P.E.#58705
1-�-2.784-1 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
FIXED 2.7
F ITE 7,8 OR 17
DAYLGHT 25
OPENING
OUTSIDE
25 Y�---MA%.FIxED LITE DAYLIGHT OPENING =i
r— MAX WIDTH 6
SECTION A-A
OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE
23
47t-
2.71
MAx.
HEIGHT 21 2,48 -
I HIGH
OUTSIDE I SI 2. 01 .IMAX.
DAYLIGHT 49 HIGH SILL 46LOW SILL HEADOPENING .11 — — — — - -68
I.F.FRAME q �rtU°ucI'Issvlsr�
28 53 oammematm
oursiDE I A 16•o 14.01
pini Due
6 Hy 1
532.848' A41 ei P.01M
52 (LO2.
W SILL) (HIGH SILL) 63
SEE NOTE ABOVE 54 64
67 rrr.•
3 30ULTRALIFT 69 ,..[srnr; '.,,.•
12 ALIFi
ONLY 12 ONLY SECTION C-C
RADIUS TOP
SECTION B B
ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION)
(LOW SILL SHOWN) '"•.('.;
sECT7ONS
laroreawoLoav onph� �n. ,:,`%:>."',' -,<<;`;•��
N.veenpE.Fl.�zrs
vo. ALUM.SINGLE
eozlem HUNG WINDOW IMPACT r•I:::�::•'
>,rW� — -- A.LYNN MILLER,P.E.
or n,ee one NOKOMIS.FL34T4 V IAL aster SHMO Half 5 +11 4040.20 F FL P.E.q 58705
FJL S/1:06 !J. 2?1477
ITEM I DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT#
1 4002A' FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 01635K
2 1165 98 X1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816
3 4003C FLANGE FRAME SILL LOWSILL) 612228 63 SOS GLAZING CHANNEL(.688 X.600 6533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 08 X 1.000 PH.BUGLE TEK 706X1
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 12-7/16 LAN 62BV1S10
i 4025 SASH STOP 512244 80 4051A SASH BOTTOM RAIL(HIGH SILL) 84051
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 40500. FLANGE FRAM SILL(HIGH SILL) 84050
9 4029 SPIRAL BALANCE,3/8.6/8',OR 11116' 70 SILICONE,DOW 889,995 OR EQUN.
10 1080 BALANCE COVER,313°OR SB" 6BALCVR916 80 A GLASS•5116'LAM/,113"0..090 PVB,1B"A)
11 #8 X.760 PH.PN.SMS 7B34AA 81 B.GLASS,5116"LAN,(118"A.090 PVB,1/8"HS
12 BALANCE BOT TOM BRACKET 7BALTBKT .82 C.GLASS,5/1W LAN,118'HS,090 PVB,118"HS)
13 108511086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LANG,(1/8'0..090 FVB,1B'A)
15 #8 X I PHILLIPS FLAT HEAD S.STL 78X1FPAX 84 E.GLASS.7116"LAM,(118-A,.090 PVB,1/8"HS)
16 1080.1 BALANCE COVER,11116- 6MCVRO70 85 F.GLASS,7116'LAN,(1B"HS,.090 PVB,1/8'HS)
17 4053 SASH STOP COVER 64053 66 G.CLASS.13116"LAN IG:1187,AR SPACE,5/16°LAM/,1I8°A.090 PVB,11WA
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13I16'LANA IG;118'7,AIR SPACE,5/16"LAN,(1B"0..090 PVB,IB°HS)
19 08.32X12LG.PH.FH.TYPE F S.STL 7032Xl2FPFX 66 1.GLASS.13116°LAM/IG;IB'T.AIR SPACE,5116'LAA,1B'HS,.090 PVB,1/8'HS)
21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16'LAM/IG;11117.AIR SPACE,7116"LAN,3116"0..090 PVB,3/16"A)
23 4006C SASH TOP RAIL 84006 90 K GLASS,13/16"LAM IG;118'T.AIRSPACE,7116"LAM/,(3116'0..090 PVB,3116'HS
25 1235 WSTP.,.170 X 270 BACK FIN SEAL 67S16G 81 L.GLASS,13/1 a"LAm IG;1B'T,AIR SPACE,7116"LAN,(3/16'HS,.090 PVB,3/18"HS)
26 1096 SWEEP LATCH 71096 92 IPAGLASS,13118"LAA IG;IB'A ARSPACE•5118"LAMI,(1B'A.090 PVB-I/B'JM
27 1016 08 X.825 PH.FL.SMS 7858 —2.878---
28 4007 SASH BOTTOM RAIL(LOWSILL) 612230
30 1226 WSTP.,BULB VINYL 6TP249
31 4008 SASH SIDE RAIL 612231 I ,082
34 1268 SASH FACE GUIDE 42501
35 1622 LAM/SETTING BLOCK 3132"X25B4'X 1" 71622K 1' 3.55
36 1052 LAN IG SETTING BLOCK I"X3/4°X7/16" 71052K
37 1224 VINYL GLAZ.BEAD BULB(THICK) STP247W,K .062
38 1 1225 VINYL GLAZ BEAD BULB(THIN) 6TP248K -
41ae3ae GLAZING BEAD,6116 LAM GLASS. 840398 47 FRAME,I.F.HEAD
42 40448 GLAZING BEAD,5118 LAN W/GRILL KIT 644703 #40710.,6063.76
44 1 4222A GLAZING BEAD,7116"LAM 64222 OFRAME,I.F.LOW SILL
45 985C GLAZING BEAD,7N 6'LAMI WGRILL KR 6985 48 94072A,6063-T8
46 4067 GLAZING BEAD,13118-LAA I.G. 64087 2.00
47 4071A FRM'E:,I.F.MEAD 84071 PRODUCT REVISED
48 4072A FRAAE.I.F.LOWSILL 64072 2.37---jn PIYI^9 adlh4u RmbW
49 4073A FRAME.I.F.HIGH BILL 84073
".1&'
�.P e
50 4074B FRAME,I.F.JAMB 64074
52 4009 SILL LATCH(EGRESS) LOW SILL764009 .062 NOM Ry
63 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 mi—i de P,udi+ICvuud
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.IT
55 1014 SCREEN FRAME(HOR.8 VER.) 61014 I .082 NOM
56 1630 ISCREEN CO RNERKEYWRINGS 71830 IL THICKNESS
67 1631 ISCREEN CORNER KEYW/OUT RINGS 71831 -
68 1073 SCREEN SPRING 7CASP /•�}-,.;.''.I.�,4
59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K 5� FRAME,I.F.JAMB •.;;;,,;
49 FRAME,I.F.HIGH SILL #40748,6063-T6
1!40730.8063-TB (USED AS RADIUS TOP HEAD) u
10N TECHNOLOGY ORNE PARTS LIST
N.WNICE.FL3Q74 '•�'i'1,:.:,'.I. ..'.�'•.•
PA E 9XIM Pc-'T ALUM.SINGLE HUNG VWNDOW IMPACT
4 .d+� - +.++w A LYNN 1.1IL'L.ER,P.E.
O-me ars NCKCNI6,FL3/Z79 V•bty Better 6M09 NTS 6 +JJ 4040.20 F FL P.E#58705
FX. 9/185 JJ. 223N7
I.F.FRAME SEALANT ALONG ENTIRE JOINT
1 or 47 i II,F.FRAME
2
T 2.630 /
2.784 30
,082 I II II
I 2.330
1.363
•082 6 or 50
O FLANGE FRAME HEAD
#4002A,6063-T6 -2.784
I
O FLANGE FRAME SILL(LOW) ALONG
1.749 #40030,6063-T6 6 of 50 SCREW
11-OSS(2)
SEALANT OR GASKET
1 I I 2.710 AT HEAD AND SILL
I-1.613—I .738
.062 .490 040
'082 � VIEW D-D VIEW E-E
I--t.as1--I
(111 S VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER FRAM—E CORNER CONSTRUCTION
6 FLANGE FRAME JAMBO (14025.6063-T6 17 #4053,(5063-T6 — — 050
O
94004,6063-Tfi
(USED AS RADIUS TOP HEAD) 1.185 !� .678
+{ 1.342 —�-"—+I
IT T(I f--2z7e- I 062 1349 41 1.098GLAZING B�5116"
I #40396,6063T5
r7F
.082 •75'' 1.707 A62 1.979
O SASH SIDE RAIL
062 31 #ao0e,6053-76
21 FIXED MEETING RAIL Zg SASH TOP RAIL 2B SASH BOTTOM RAILILOW)
050
#4054A,6063HIKII& 04006C,6063HS•T6 44007,608375 I
1.098—I�--+{� PRODUCT ReV15EU
.676 qp GLAZING BEAD,5/16" am+.Nr nye.un0u Plmldo
,606375 Aae�m�IG-O 14.06
I----2.326 1.09°—{•�rIT (USED SEDWWIGRILLIOT) 6api,w'nmv: ,7jpQl
.062 I 1
O GLAZING BEAD 7/16"
Mimnl ado PmduG Cun(ml�
2.848
3.448 #4222,6063T5
2.838 .683 .050
082 I
L TIS--X1.097
.050-+ .676
46 GLAZING BEAD,13/16"IG
X2.784—'I �
44067,6063-TS y
FLANGE FRAME SILL(HIGH) gg SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7/16"
69 #4051A.6063T5 #985C,6063-TS
#4050A,808378 (USED WI GRILL KIT) 6 I YI'6 ..��..
a moleo N0+o0r 0wee EXTRUSIONS&FRAME CORNER DETAIL
N.VEIaCE,R3/273 P T :.;�,:/,'Ij'�..���••
P.O.BQ%15]8 �— ALUM.SINGLE HUNG WINDOW,IMPACT _
NONONS,R34274 veibl7 Be2A'I A LYNN R�ILLER,P.E.
F.K�f/OS o JJ. 723/07 eN760 Hel/ 7 d 11 4040,20 F FL P.E.068705 -
ANCHOR QUANTITIES FOR 1N FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT 1.ANCHOR TYPES:1-174'ELCO TAPCONS
SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 84.803 78.000 2-114'ELCO SS4 CRETE-FLEX
3-#12 SCREWS
ANCHOR TYPE: p V U p V U p U 00
U U p o U p U U (3 U U p U U .
WINDOW GLASS cro 0O—Q NO NOS ZO NON O�O't O'-O NON O'ONON O'-O NON O'O NONO'O 2 OLLOWIING DIMENSIONS.ANCHOR LOCATIONS BASED ON THE
WIDTH TYPE $ O U U O O O U U g U U U O U U U U HEAD-18112'MAX.FROM TOP CORNERS
kH
, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 J ERS
AMBS 1712"MAIC FROM TOP CORNERS
.. ...._ _._. _ 15'MAX.FROM BOTTOM CORN
1 2 1 1 1 1 1 2 1 1 1 2 2 2 112 2 2 212 2 2 2 2 2I2 2�2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 3 2, 3 3 6'MAX.BELOW MTG.RAIL
19.12.51 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
Ili 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2I2 2 2 2112 2 2 2I2 2 2 2 2 2 2 2I2 2 2 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
G, 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 CRITERIAOF
.. ... . .. . .. ...... -. .... .... ... . NOTE 2.
24.000 1 211 12121111211111 22122222222222212222322222322233132233
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4•TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
_.._ _ FLANGED WINDOWS.INTEGRAL FIN PIMENSIONS
1 2 11 1 1 2 1'121111.2- 1 2 2!2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 ill2 3 3 ARE V LESS.
G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1
. .. . ._._.... _-... .. .. .._ .. ... ...... ... _-._.. ......-......- .. .. S.DESIGN PRESSURE LIMITATIONS:
32.000 1 2 112 2 2 2 3 1 2 2 2 213 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 23 3 3 4 3 2 313 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WI HA
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUEABOVE THEM,INDICATE A
GN PRE THE QUANTITY
1 1 2 1 2 212-2 3 1 2 2 2 2 3 112 2 3 213 2 2 2 3 2 3 2�2 2 3 3 3 2 2 3 3 3 4 312 3 3 3 4 313 4 4 OF ANCHORS MAXIMUM SHOWN IN BOLD HERWISE,THE
C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN
.... .._. .... _ .. PRESSURE FOR THE
H,LJ,K,L 212 1 2 2 2 2 3 1 2 2`3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 b 3 3 4 4 RE6PECTIVE SDS
37.000 1 1 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 22112212231221323212232322213232132331423 33343133143533414 AVAILABLE.
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
40.000 H,LJ,K,L 221 222232122323222323232I32142133331423 34353334453344
2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2
AB,M 2 2 112 2 2 2 3 2'2 2 3 2 3 212 2 3 213 213 2i3 214 213,313 314 2 3 3 4 3 5 313 3�4 4 5 313 414
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,LJ,KL 2 2 212 2-12 213 212 213..2 3 212 31i i14 213 3 3 3 4 i'3 313 3,4 213 31-4 31i 3121 314,4 314 416. (DP LBrIITED1 118 rnonuc7 aevlseo
.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ww plyh,ao;lh lh,Fheida
ABM 2 �... ... -. . .. I .. . ._. I HEAD 2 uww ac«+
2 2 2 2 212 2f 3 2 2 213 2 3 212 3 3 2 4 213 3 3 3 4 2 3 3 3 34 2 3 3 4 316 3 3 314 4 5 3 4 415 JAMB ABOVE 2 3
PSF 79 79 , 'L6Uu
NRG.RAIL
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 2 JAMB BELOW M nmt n a,a4uc,C011lld-�1
... ..... ..... .. ... �f
48.000 H,I,J,KL 2 2 212 2 2 2 3 2 2 2 3 3 4 2 3 3 3 J3_4 213 3 4 3 4 213 3 4 3'5 3 3 3 4 3 5 3 3 4 5 4 6 314 515 MTG.RAIL
AB,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 2 3 3 4 213 3 3 314 213 3 4 3 4 213 3 4 3�6 3 3 314 315 3�3 4 6 418 314 516 (FULL DP)
PSF 72 79 78 HEAD 2 %l,!•,: '
C,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 3
.. .. .. .. _ ..r. ..
53.125 L 722,2121T22 2 3 2 2 2 3 314 2 3 3 4 3 4 2;3 3 4 314 3 3 314 3I 5 313 4 4 1 4 5 6 'G•RAd
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 2 3 3 JAMB BELOW
AB,M 2 212 2 2 2 3 2 2 213 3 4 2 3 3 4 3 4 2!3 314 314 3 3 314 315 3 3 4 415 313 415 41 14 4 5 VrG.RAIL �L
6,!1116
+ Io7a7EuwOLrvE ANCNORAGESPACING,1/1WINDOWS
oaron :,,;•::''-;:�',•..•:��•''
N.VENICE.FL]4M
Pfisqxlm SUM.SINGLE HUNG WINDOW,IMPACT
o,es ro+w ay. NOKONUS,R.U274 Vib(y 8e7ln
F.K. 7&M J.1 T1207 I NTS 8 +11 1 4040-40 F FL P.E.#58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. ANCHORAGE NOTES:
1.ANCHOR TYPES:1.114'ELCO TAPCONS
WINDOW HEIGHT 2-1/4'ELCO SS4 CRETE-FLEX
SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 3-#12SCREWS
ANCHOR E. o v v o v o v 0 o v 0 0 0 0 0 0 0 0 v 0 0 0
WINDOW GLASS ci�NO"ONQ�O'-ONQ�O"ONQNOONQN 0 ONQN O'-O ci S_I�O'-0 �'�O"O 2 FOLLOWING DIMENSIO.ANCHOR LOCATIONS NS:BASED ON THE
WIDTH TYPE v U 3 U U 3 U U 3 U U 3 U U 3 U U l� U U U U HEAD-1812'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-171@"MAX.FROM TOP CORNERS
WMAX FROM BOTTOM 11111112221.1 222221 222222222122222222222322I2312322232 6'MAX BELOW MTG.RAICORNERS
H,I,J,K,L _ __ .I__. .I.
18.125 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 1�11111212211212222I1212212222221222212212212223(2223123122232
3.INSTALL PER THE ADJACENT TABLE ANCHOR
PSF 78 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i3E 1 NOTE 2.
24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 2 2 2 j 2 i ll 2 p 2 2 2 2 2 2 2 Y'2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 q,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A,B,M 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS
.. ._ ... _ .. .. .. .. ... ARE VLESS.
1 1 1 212 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3112 3'22 23 2 3'r2 2 2 3 2 3 2
PSF 68 77 S.DESIGN PRESSURE LIMITATIONS:
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
"-' -' - - "- f - """ '"` BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
32.000 H,I,J,K,L 111 1112222222322223322333932333322 33433243433243
1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M — _ OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
1 1 1 1 1 1 1212,2L2 212-213.2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 313 212 3 3 413 31 2 4 3 4;3 312 413 MAXIMUM DESIGN
PRESSURE FOR THE
PSF 59 87 78 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 7 � 1 1 2 2 2 2 2i2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4`4 3 2 4 3 AVAILABLE.
1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
A,B,M 1 1 1-1 1 1]2_2 2 2 212 213 212 213 3 3 2 2 3 3 3 33 3 413 3 3 3 2 3�3 4 3 3 2 4 3 414 3 2 413
PSF 54 79 62 78
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 1.1,J,K,L 1 1 1 1 1 2T2 2 2 212 2 3 212 3;3 313 2 2 3 3 4 3 3 3 413 3 3 3 3 4'3 414 3 3 413 4:4 313 5 3
A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
1 1 1 1 1 1 2 2 212 212 213 212 3 3 313121 2 313 413 3 3 413 313 313 413 414 313141,314A 4!4 313 513 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
H,I,J,K,L — --- __I .. .. - (DP LIMITED) 117 rnoOucrREvlsm
44.000 1 1 1 1 1 1 2 2 212 2T2 3 3 2I2 3 3 314 2 3 3 3 4 4 313 4�3 4 4 3 3 4 3 414 3 3 413 4':,4 313 5L4 PitoDyy1�$..Iman Rums
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2
HEAD 3 �'JIdO$C0
A'5'M 1111112222223322333 I42 133134 4334'3 4 4 313 413 414.3131413 414 3 3 514 JAMB ABOVE3 3 c o� ?021
PSF 45 74 51 74 79 79C''RAIL ny Y
JAN9 BELOW MI>mi mxn. [cmmrt/
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 r
48.00 H,I,J,K,L 11111122222.Z392233343331341433414414334144443514414413514 MTG.RAIL
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 ;•1::
i
11111122212 —2332i233343333414334144143134444413514444354 HEAD 2
PSF 41 67 46 67 76 79
C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2F44
3 2 3 3 2 3 3 2 3 '��ABOVE 2 2 "
53.125 H.I.J.K,L '1 1 11111 1 2 2 2 2 2 2 3 3 313 3 3 4 4 3 3 414 4 4 3 4 4 3 3 4 4 515 4 3 5 45 5MfG.RAILJAMB BELOWA,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 2 3 2 3 3 2 3 MfG.RALL1 1 1 1 1 1 2 2 2i2 2 2 3 3 3'3 313 414$3 4`4 4 4 3 414 313 414 514 413 5 4 514 413 5 4 ;r
mro Tecrololnoronrve ANGESPACING STANDARD VIEW ...................
'
CHORA_
�— ALUM.SINGLE HUNG WINDOW,IMPACT
F.0.eox isa m,,,y A.LYNN MILLER,P.E.
Y W[ o NOx ms.m MV4 1�/aly Da ° e1�' 1
FK 7RB105 Jr. IM? 5mx; NTS 9 d 11 4040.20 F FL P.E.#58705
i
i
j
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
WINDOW HEIGHT MNUS SASH HEIGHT FROM TABLE B. 1.ANCHORTYPES:1-114'ELCOTAPCONS
SUBSTRATE: 17.125 22668 28.211 33.754 39.288 44.838 50.382 55.925 2-114'ELCO SS4 CRETE-FLIX
ANCHOR TYPE: O O U O O U O O
YPE O U 3 O v > 3-812 SCREWS
2.ANCHOR
LOCATIONS ARE BASED
ON THE FOLLOWIINGO > O OO O DIMENSIONS:aQN OO O
O O v O O v v v OWIDTH TOOOO O �O �NWNOW
O HEAD-18 12'MAX.FROM CORNERS
19.125 D,E,F,J, 1 1 1 1 1 1 1 t22
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAM13S-1712 MAX.FROM TOP CORNERS
K.L 1 1 1 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 12"MAX.ABOVE THE MEETING RAIL
6"MAX BELOW MTG.RAIL
24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS
.._ _. ._... . ... ... ......... .. -..K,L 1 �j� 1 2 Y 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED
O,E,F,J, 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 11 1 3.DETER MINE THE ANHCOR QUANTITIES FOR CUSTOM
32000 K.L j 1 1 2 2 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEWWINDOWS FROM TABLES 7.AND B.USING THE
PSF 79 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR
ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
37.000 D,E,F,J, 1 11 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
KL "' WINDOWS ARE 12519"MIN.T038"MAX.
1 1 i 2 2 2 3 2 3 9 3 4 9 3 3 4 3 4 4 4 6 5 4 5
j
SF 78 79 79 79 6.TLANGEDWINDOABLE WIDTH S.INTEGHTGRAL
RALFI DI ARE FOR
FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE
,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1"LESS.
. . _—_ .._. .. ....... ...
1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 5 4 B 6.DESIGN PRESSURE LIMITATIONS:
SF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
ITALICIZED VALUE ABOVE THEM,INDICATEAMAXIMUM
.. —..-.— _... ..... .... _.. .... ....... ..... ... .... .. .... _ DESIGN PRESSURE WITH THE QUANITITV OF ANCHORS
1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 9 5 5 4 6 5 4 6 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN
SF 78 7B 70 79 78 11 79 73 78 PRESSURE FOR THE
RESPECTIVE SIZE AND
,J, 2 2 2 Z 2 2 2 2 2 3 2 2 2 2 2 3 2. ..2 .9,..2 .2 ,3 2 „? GLASS TYPE IS
"I 1 1 2 2 Z 3 3 3 4 4 4 6 4 5 5 4 6 5 4 8 B 6 8 AVAILABLE,s 71 79 63 71 79 64 74 68 77 69 figTABLE 7.KEY:
,J, 2 2 2 2 2 2 3 2 2 3 2 1.3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 8 5 6 6 5 7 8 5 7 MAX.PSF
(DP LIMITED) 112
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. FEAR 2
TABLE 8. JAMS ABOVE 2
SASH HEIGHT NRG.RAIL
SUBSTRATE. 12776 15.778 1 18.776 21.776 24.776 1 27.778 30.776 31.105
ANCHOR TYPE ❑ v ❑ ❑ v ❑ ❑ v v ❑ v O ❑ UU -0 O v ❑ v ❑ 0 ❑ ❑ (FULL DP)
W O"Z—Z.O,y Z�Z�'+O,.,Z�Z.O"Z—2 O O12Z "Z�Z V20,V Z�2 x'20"Z�Z HEAD 2
WINDOW N N o ,.t o N N N of O
WIDTH 3 8 8 8 8 8 8"g 8 LF g 8 8 g 8 8 l 8 8 °s 8 JAMBA9oVE a
PRODiK'f REVISED
19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 MIG.RAIL m PI5,n8 x'Id,We Fluids
O,:iam9 c a<
24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AaoPmow Nol O O(
3200D 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 Ev. Dm. 7D21
37.000TABLE 8.KEY: ABmn,il ,rndu,
79
2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3--T-3--1-3 4 3 3 4 3 4 I• �O°tl"�'-
40.000 74 MAX.PSF
2' 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LWIITED) 112
68 78 JAMBBELOW❑2
44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 4 5 3 4 MIG.RAIL _
48.000 72 78 .• -
2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 (FULL DP)
53.125 73 5B 68 M JAMBBELOWB2
2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 6 3 5 6 3 5 MIG.RAIL
ro,.a o.e 1910 TECNNomcr rNNE MICHORAGE SPACING,CUSTOM VIEW �••;,•1;:;{!'.;'�.,,
N.VENICE.FL]tlT6 •. �:.,. ... ,':.
P.0.80K 1529 ACME ALUM.SINGLE HUNG WINDOW IMPACT A.LYNIYOLLk P.E.
9d� o-ie NOKONIS,FL342F4 Viably flaw NTS 10 aN7w d 11 �p4040-20 F FL P.E.858705
FJC 7/1&95 JJ. 2?W7
EXTERIOR INTERIOR NOTES:1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
ALL HEAD AND SILL DETAIL WOOD ANCHOR
) (SEE NOTE 2 8 3J APPROVED 1!4'ELCO TAPCONS OR 1/4'SS4 CRETE-FLEX.MINIMUM DISTANCE FROM
1.314'MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314'.
(SEE NOTE 1&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR
(SEE NOTE 4) ^11'MIN.EDGE 114'SS4 CRETE-FLEX.
3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
3.35 KSI MIN. I
CONCRETE :. 13/3'
— 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
•��;. .•1 341'MIN.. TAPCON TOTAL THICKNESS IS LESS THAN 1112".lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
.1.3/4'MIN.,1/4'CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE
OPTIONAL 1x o 1 12"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) �— 6.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6063-T5 AND A MINIMUM OF 116'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MAK MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE ANI2 SHEET
DET L�[ DE METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIAARE
MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
TYPICAL FLANGED HEAD ANCH RAGE AMY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FORINTEGRALFIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
I 31B' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
MIN' MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
114°MAX,SHIM-+-I 1/4'•MAl(.SHIM+I T,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
1.314'MIN EDGE 1'MIN.EDGE EDITION.
CONCRETE ANCHOR, WOOD ANCHOR,
FH BELOW MEETING FH BELOW MEETING
RAIL(SEE NOTE 1&3) RAIL(SEE NOTE 2&3)
.......f 3.35 KSI MIN.CONCRETE INTERIOR
OR 1.5 KSI MIN.CMU (ALL JAMS DETAILS)
EXTERIOR
ix BUCK OPTIONAL WITH SOLID CONCRETE Zx WOOD BUCK
OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114' fila'MIN.EDGE
2-12'EMBEDMENT MAIM 1/4'
O — WOOD FRAME MAX. rrtnUUC?I1SVlBED
OOD FRAME SHIM ( as can:plyioe wim me RuSax
0 516'MIN.EDGE AuIKl4me �lb'O 14.01
.131'OLA.MIN. T-+n+nxlm Dam
x 2 12'NAIL, o�
2.12'EMFED..9 AT CORNERS
.131'DIA.MIN. Ml,m,l�oeo rme
x 212'NAIL, AND S O.C. WOOD FRAME
AT CORNERS
AND 5'O.C. EDGE ,,•��., ::�.
.131'OW.MIN.
MAX• ATC ORNERS -
SHIM AND 5'O.C. 2-12'EMBEDMENT
DETAIL F.(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL)
TYPICAL INTEGRAL FIN ANCHORAGE
ANCHORAGE DETAILS :r:a•:..
loco renwolnav owve .•.,,7:>id:l.`:.'
N.P.0.89.FLW/5 PST aLUM.SINGLE HUNG WINDOW,IMPACT
X P.O.BOX 1518 yam.
NOKOMIS,F.3W4 V&ibly Barrer i011i"` A.LYNN BILLER.P.E.
FK a�� �• Z2=7 SKmu NTS 11 r 11 1 4040.20 FL P.E.#68705