HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Pagel of 3
Florida Lr,:piaaarrviie tO BCIS Home Log In User Registration j Hot Topic ; Submit Surcharge ? Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Busines "
Professin�l Product Approval
USER:Public User
Reg Ll°at4on
MAMII@I'AR� Product Anorovai Menu>Product or Aoolication Search>Application I.ist>Application Detail
+-e-:•,•mk-», i�lliiGGYYiiGGiiiYl��
r'c� * '- FL# FL243-R 17
` '... ' '� �.h.. Application Type Revisio
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 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowskl
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Add rens/Phone/E mail
Category aihdSubcategory
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/14/2015
Date Validated 10/05/2015
Date Pending FBC Approval
Date Approved 10/09/2015
h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 2/17/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
`243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243317 C CAC 15-051,9_36 F.,�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/11/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R].7 1". 15-0519.16 F.pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0519.15.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/11/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R, II 15-0519.15.1)df
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.3 JPW-220(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.08.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/16/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 I1 15-0609.08.pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.4 JPW-520(Large Missile Impact) WinGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0612.13.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 the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0612.13.1)df
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.5 JPW-620(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.27.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 02/19/2019
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0528.27.1)df
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.6PWM7,201(Large MissileFlr7ppa6t)inlKf' Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0528.26.0
Approved for use outside,HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant•Yes 02/19/2019
Design Pressure: InstallatiomInstr;gglons
Other:Please see the Miami-Dade County Notice of Acceptance(NOAJ) Ii.. 43 R•87 iY i�iTS-05-2-ST; of
for product performance Information,anchorage details,and anchor LV rified°By Miami`-D'a ie BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.7 JPW-820(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0528.26.0
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC. 13-1125.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/11/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 it 13-1125.04.ndf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R37 C. CAC15-06(L9.06 LM.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes - 08/16/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 2/17/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0609.06 I M.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.07 SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/17/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 It 15-0609.07 SMl.ndf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party: !
Evaluation Reports
Created by Independent Third Party:
243.11 PW-5420(Non-Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate i
1 Approved for use in HVHZ:Yes FL243 111.7 C CAC 14-0930;24.oc1
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) fl_243 R.7 I' 14-0930 74_pf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R1.7 C CAC 15-0415.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/24/2020
Design Pressure:N/A Installation Instructions +
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 IT 15-0415.02.Ddf
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER 11)
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R1.7 C CAC 14-0930.25.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 IT 14-0930.25.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning 1
Limits of Use Certification Agency Certificate !
Approved for use in HVHZ:Yes FL243 Ri7 C CAC 15-0415.01.Odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:Yes 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance INCA) FL243 Ri7 J."....1.5-04.15.01.0d
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional 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
emalls 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:
go N cne;r
SC.G:LSrAt\'3t I:'4"5<SCS
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 2/17/2016
MIAMI- MIAMI-DADS COUNTY
VIM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidnde.gov/economy
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code:
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Seri "PW-701 x7201820'AfutninuinFeclYncovi:L.M.I.
APPROVAL DOCUMENT: Drawing No.MD2720-820.1, titled"Fixed Window Installation Guidelines",
sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Lange n il�lIissilelrImpacResistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
j NOA No. 15-0528.26
MIAMI•DADE COUNTY Expiration Date: February 19,2019
. 7/2 J�5
Approval Date: July 09 2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201--94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 13-0502.03)
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
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked—up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
C. CALCULATIONS
1. f e,or veiifrcat on calculations and strLuctuial ah`fflis, cci0p3, fflg' tI BC Sth ;
Ediition (2014), ated 05/20/15,prepared by manufacturer, signed and sealed by
Ant ony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
�V
Manuef ZPerez . .
Produ 'ct Control Exa er
NOA No. 15-0528.26
Expiration Date: February19,2019
Approval Date: July 092015
E-1
PCT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite0 PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlasOO (Clear and White)Glass Interlayers"dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks,and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated May
20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No. 13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 13-0502.03,issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring
on 02/19/19.
ManuelPer
Product Control E ami er
NOA No. 15-M.26
Expiration Date: February 19,2019
Approval Date: July 09 2015
E-2
GENERAL NOTES:SERIES 720/820
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACTRATING
VARIES, RATED FOR LARGE&SMALL
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY 46'TIP-TO-TIP WIDTH
HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN — 44-114"VISIBLE 45-114"VISIBLEL 45.114'VISIBLE
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS
LIGHT
LIGHT WIDTH LIGHT WIDTH PRODUCT REVISED
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 6"MAX. - 6*MAX, F,SHEET 8 2'MAk complyingw the Ftaeide
LITE(CAP)MUST TEMPERED. F-1B,SHEET D SHEET 7-' BuildingCod.
I r—H.SHEET 9 AMept wco N6 Is_0 5,28.f2ro
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. D2t.
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY BY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Mi ade Product Oo
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY 95' C
A - - I I ,SHEET E.SHEET S f,
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.. SHE EET 6
0 E
G,SHEET9 �
BUCK 96,
15TH EDITION FIBULIPDATE
SHEET? $HEET7
4)ALL WOOD BUCKS LESS THAN 1.11V THICK ARE TO HEIGHT BUCK 1r DATE:07/02/15
BE L
CONSIDERED IX INSTALLATIONS.1X WOOD BUCKSARE HEIGHT
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4' T 33-114"
WOOD BUCKS DEPICTED AS 2X ARE 1.12"THICK OR 12"MAX.
VISIBLE 12"MAX, 93-1/4• t- j VISIBLE
GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE D.C. LIGHT VISIBLE 5.MAX. LIGHT
E HEIGHT HEIGHT
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATIONLIGHT D.C.
THE RESPONSIBILITY OF THE ENGINEER,(FOR)OR HEIGHT 96"
DESIGNED TO PROPERLY TRANSFER LOADS TO
IS
ARCHITECT OF RECORD,(AOR), TIP TO BUCK LU <
TIP HEIGHT Q)
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE HEIGHT
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF Ln
at =).a 0 c'4
CD C'l 00
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED c"!
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION dF 1 I a F 0 1 A (0 C5
c
ANCHORS SHOULD BE SEALED.OVERALL to Lu C"!
12-MAX.O.C. D 12'MAX.O.C.
B-.-i
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6. 'j..HEE z LL LL so -1 -0 0
INSTALLATION SHALL BE DONE BY OTHERS AND 18 BEYOND S, 7:ta LU
THE SCOPE OF THESE INSTRUCTIONS. MAX. SHEET MAX. SHEET7 2'MAX. J EFTT�.
0 L)
MAX.D.C. LU 2 2 00 15 =14
I--� to 0 nma
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR T.YP-F ff- a—GO-E-MANg TYP.EQUAL-LEG FRAME TYR FIN FRAME ELEVATION
r- 0 0)
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE E L E VAT I E)WK,E SM E IDI Ql N I T) ELEVATIONATESTED UNIT) I (j�" :w z z
SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING 12 2� cl�z 0 9
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE 1-- LL
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: 1-\ 5 111 0
THEM BY THE WINDOW, GUIDE TO SHEETS: 12" C. SHAPES AS SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK :�
I.- Ul
MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
7)DESIGN PRESSURES: GENERAL NOTES..... 1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX FOR ALL CURVED FRAME a) -a
0 V, z ,
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS................................I MEMBERS,SEE FIGURE 1,71-IIS SHEET. w - LB U)
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS... 2-5 3: 8 Fz
0
E1300. DESIGN PRESSURES, 2-5 12*O.C. WiDTH-------j WIDTH--i WIDTH--i WIDTH --1 0 z rj.=s
B.POSITIVE DESIGN LOADS BASED ONWATERTE$T INSTALLATION,FLANGE.............6 MAX. z
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG 7
ANALYSIS AND GLASS PER ASTM E1300.
INSTALLATION,INT.FIN&..........8
INSTALLAT(ON.INT.FIN 8...........9 a LU 17
L9 0 S2 2 Ul
Q.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 w m Z 3:
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING 6" x LLI
EXTRUSION PROFILES __10 MAX.
TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST......... .......... L
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS I 10 -
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR i WIDTH F--WIDTH--j I--WIDTH--i WIDTH --i �'\Jxk fit
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1:
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Sheet T Ly
SHALL MEET THE REQUIREMENTS OF THE FLORIDA N Description Etj
BUILDING CODE FOR CORROSION RESISTANCE,
1 7/tV Lam)(3/16*An-,09T PVB-XIS'HS) 2 El of w 0
2; 2 7116-Leml(3/16'HS-09T PVB- 2 x x No.58705
9)REFERENCES:TEST REPORTS FTL-3835,3850&721 3 1-1/16'Lami.IG(31 wt-.09V Pvs-3/18'HS) 3 L
NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 3
ELCO ULTRACON NOA:ELCO CRETEFLEX NON,ANSIfAF&PA — _16*T-711VAIr
4 1-1116'Laml.IG(3118'T-7118'Air-3110,HS-.090"PVB.3116'HS)
A
MANUAL. 5 7/16'Laml(3116An-.09Ir SO-3116, 4 F—WIDTH-----i WIDTH -1 1--WIDTH--I WIDTH --j
6 7/16Lemi(3/16*HS-090r SO-3/16"HS 4 F_ -Z
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1 1/16' .13(4116'T-711V Air-Zff6An-.OW SO-3116'An T
tx_
MAY ALSO BE REFERRED AS THE 701 SERIFS. w
INTERLAYER'BY KURARAY AN Le
1_1,16.Lem HS_090'SO_3116"%
SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES le(3116'T-711V Air-3116"
A'SG'=-KURARAY SFNTRYGLAel AMERICA,IN
'PVB*="KURARAY BUTACITO PVB INTERLAYER'BY KURARAY AMERICA,INC.
A.LYNN MILLER,P.E.
P.Efi 58705
. ............
TABLE 2:
Window Design Pressure(+f-,psf)for Glass Type 1
_
Long Side(in 7116"LAMINATED
=67=718® 72 78 BO 69 BB 1 92 95 100 104 109-112 GLASS STACK I I
Im m+'1_891==76 +/•BO +1-80 +L80 a/$0 +1$0 +1.80 +1-80 +1-00 +1.80 +l$0
a'32- *1-80 +1-80 +rAO +AO +l$0 +1.80 +1.80 a/-80 +1-80 +1A0 +1.80 .090"PVB INTERLAYER
34 +1-80 - +IAO +IAO ffl+1-75.4 -1
+l$0 +1.80 +!•80 +l$0 rlAO +1-79.8 +l-79.4 3116"HEAT STRENGTHENED GLASS
36 +1-80 +fAO +f-BO +/$0 +1A0 *I-79.7 +1-77.2 +1-75.1 +I-73.4 +1-72.2 3/16'ANNEALED GLASS PR,mnply.gvvitODUCT REVISED
38 a1-80 +IAO +1-60 +I$0 +1-78.1 +1-75.2 +1-725 +/•70.3 +1.68.5 +1.68.3 as complying x•ilh dro Florida
40 +1-80 +l$D +l$O +1-77.2 +1-74.3 +/-71.3 +1$7.9 +1$5.1 +1-63.4 +1.61.8 q building Code
11 A:ttPlancc Nto
42 +IAO *IAO +l•Bp +1-74.3 •/-71.3 +1-68.2 +1-67.7 +1$1.8 +159.8 +1-58.2 notion Date
49 +1-80 +l-BO +/-78.9 +1-72.1 +!-BB.9 +f•85.6 +1.622 +159.7 +1.57.5 USED AT CURVED
48 +I-80 +IAO +/-77.2 +1-70.1 +1.66.8 +1-63.5 +I-60.3 +157.7 FRAME MEMBERS ONLY2g 518' �- LONG SIDE By48 +IAO «1.79.3 +/-75.6 +r.68.3 +1-64.9 +/-61.5 +1-58.2 @ 11-718"O.C.MAX. GLASS BITE Mio<t adeProduce ntrd
50 +/-80 +1-77.5 r/74.1 . +1.86.7 +-631 +/-59.7
13
52 +1-79.1 +1-758 +1-72.4 +1,68.8 +1.65.1 +1-61.5 SHORT a NO CHANGE THIS SHEET
rn 54 +1-77.4 +1-73.B +/-70.5 .1-67.3 +1.63.5 EXTERIOR SIDE
58 -75.8 +1-72 •1-68.6 .1-655.3 DATE:07/02115
+
56 +/•74.2 +1.70.3 20 13 m
60 +1.727 +1.68.7 +1$5
f:E
62 +1-71. 1-07.12 1-07.1GLASS TI`fi1
84 +1-69.7 +,66.5 �- LONG SIDE -�
68 +1-68.3
67.718 «/A7 1Y Q
NOTES: SHORT G/ W a cn 81)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE X�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. J___ u) eo0 O ro
N
r
TABLE DIMENSIONS MAY BE OJ'9 M W CIS a N
ORIENTED VERTICALLY OR O-3 N-T o FB n
HORIZONTALLY AS SHOWN. z D- 'LL W W umwO
UU 10-0.<:
'1004'
o Q
O� �
TABLE 3: L)> m O 1 U OMO
Window Design Pressure(+l-,psQforGlass Type 3 Q Z W LL
�z az °�' � cn �
Lang Side(in) ... g _ O
87-7/8 72 78 80 84 88 92 98 100 104 109-112 1-1116'NOM. 7/16"LAMINATED N
GLASS STACK
30 +/•BO +$0 NAO +$0 +AO +1-80 +1-80 +lAO +/-80 +AO +$0 GLASS STACK Q F
32 +1.80 +1.80 +1-80 +/-80 +l$0 +1.80 .1-80 +l$0 +I$0 +IAO +1-80 3116"HEAT SHORT �i � W 1aa45
34 +1.80 +I$0 +1$0 +1.80 +l$0 +/AO +1-60 r/-BO +1-80 +AO +1A0 3116"TEMPERED GLASS STRENGTHENED GLASS SIDE ® z
36 +/AO r1-80 +l-BO +/A0 +/$0 +1.80 +1-80 +1-BO' r/-80 ./•BO +IAO
38 +1-60 +1-80 +1-80 +/-BO +l$0 +/.60 +/AO +1-80 +1-79.4 +1-75.4 +1-74.3 3116"ANNEALED GLASS O W z
7116°AIR SPACE
40 +/-80 1-80 +1-80 +$p +IAO +IAO .1.80 +-78.7 +/-73.5 r1-70.9 +I-89 y .090'PVB O of
FI D=S
42 +/$0 +/-80 *!$0 .1-60 +IAO +IAO *I-77 +f-73.1 +l-69.8 +-86.9 +1.65.2 11 INTERLAYER 0 z n- 00
44 +1.80 +1-80 +1.80 +1.80 +l$0 +/-77.8 +1-74.1 +1-70.3 +1.67.5 +I-63.9 5 � z C4
46 +!-BO +/-80 +I-80 +/•79.2 «/•75.4 +1.71.7 +/.68.1 +/.65.1 5 LONG (�
48 +l-BO +IAO +IAO +1-77.2 +1-73.3 +1,69.5 +l-858 USED AT CURVED 5/8" SIDE v W
50 +/.80 *!AO +1-79.4 +1.75.3 +1-71.3 +/-87.5 FRAME MEMBERS ONLY 29 GLASS BITE X co EEL
Q 52 4E4
+1.80 +1.80 +!•77.7 +1.73.5 +1-69.5Q 11-7/8'O.C.MAX.54 +/$0 +1-79.8 +-78 +1.71.8 1_356 +1-80 +1-77.5 +1-73.858 +1-79.4 +1.754EXTERIOR80 +1.71.8 rl•73.5 a 22 21 13 _-I82 +•7 -I SIDE64 8 +r•74 GLASS TYPE 3
66 2 No.5070587-718 9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ,p Z�� :-
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A ST TC F
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. !"��'�'•-FLORID?'.•'L�•:
I1�5/0 All
_ A.LYNN MILLER,P.E.
REA 68706
TABLE 4:
Window Design Pressure(+/-,psQ for Glass Types 2&4
Long Side(in)
87.718 1 72 76 1 80 84 1 88 92 1 98 100 104 109-112 112 116 120 1 124 128 132 136 140 144
30 +1.00 +IAO +/-80 1 +/-80 +1.80 +1.80 +1AD +1A0 +1A0 +1.80 +7-60 +/-86 +1-80 +/-80 +/-8D +)•8D +1.80 +1.80 +1.8D +1•90
32 -/-so 0.00 0-60 +IAO +IAO +l-BO .l-BD 1 +/.80 +IAO +/•80 +1.80 +1-80 +1.80 +IAO +IAO +1.80 +IAO 471-BO +IAO
34 .1A0 +IAO +IAO +1.80 +tAO +I.N +1.80 +IAO +1.80 +1-80 +1.80 .1-80 .10 +A80 +1.8D +1A0 +IAD PRODUCT REVISED
38 0-SO 0.80 -1-80 +1-80 +1-80 +IAO +1-80 +I-8D +1.80 +1-80 +1-80 .IAO +1.80 +IAO +IAO +/AD as complying with theRmido
36 +1.80 +1-80 +1.80 +1-60 +1.80 +1-80 +1.80 +tAO +1-80 +1-80 +1_60 +1.80 +1-80 +1A0 Building Cade 15 Q+ •
40 +1.80 +1-80 +1-80 +l-BO +1.80 +/-80 +1.80 +1.80 +IAO +IAO H-80 N-80 Amptonae No
42 +1.80 +IAO +/-8o +fAO 41-60 +1A0 +140 +IAO +1-80 +/-80 +1-80 B.piro1, tDate
44 +IAO +IAO +1.80 +1.80 +1.80 +1.80 +IAD +1-80 +1.80 +1-80 By
46 +1.80 +1-80 +1-80 +1.60 +/40 +A80 +1A0 +IAO +1.80 Mian Qade ProdueL nhol
'$ 48 +1-80 +IAO +1.80 +1.8D +/.80 +1.80 +IAO +I-BD
N
,cK52
+1.80 +1.80 +IAO +1-80 +1.80 +1-80 +IAO
P +1.80 +1A0 +1480 +IAD +IAO +1.79.1 ¢ NO CHANGE THIS SHEET
+IAO +1A0 +1.80 +IAD +/-78sDATE;07!02!15
+l•BD +P80 +rAO +1.19.1+1A0 +1.80 +IAD
+IAO +/.80 +1.79.3
+1.80 +1.80
+lAO +t-BD 1 +1.80
07-718 +/-80
m YQ
NOTES: j '�IT U) •nay
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT P FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. it r
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
-51. O N
04
N � x o
Ojo z 8 �
ZUN )LLL co J -M G O
L)0 XS2 r3 0
�z m 0 Cary oxo
1-1116•NOM. TABLE DIMENSIONS MAY BE wy
7116'LAMINATED GLASS STACK _ 7116'LAMINATED ORIENTED VERTICALLY OR p; Q O 0 N o
GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. r Z d Z F- W LL
.090'PVB INTERLAYER 3/16'TEMPERED GLASS 3116'HEAT STRENGTHENED GLASS LONG g L co
O
SIDE L m
3115 HEAT r.-3/16'HEAT STRENGTHENED GLASS LONG SIDE � r F¢-•
3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090'PVB INTERLAYER -1- z t"°5
4 Ix
11 I} 11 SHORT F
USED AT CURVED �L 5 SIDE ? OLLJ
Z
FRAME MEMBERS ONLY 29 518' USED AT CURVED + _`' SHORT < Z eIDas
@ 11-7/8'O.C.MAX. GLASS BITE FRAME MEMBERS ONLY 29 518' .J- ^`l SIDE
@ 11-7/8'O.C.MAX. GLASS SITE O � Z N N
1-3 1-3
EXTERIOR EXTERIOR �-+- LONG SIDE •-� X 0 0.d
a LLo
20 13 �) 22 29 i3 �' �rtu '0-0 sauag
GLASS TYPE 2GLASS TYPE d SHORT �! LONG ,11111 I I I I t irr
SIDE 1/ SIDE �o •(Io NN
ON....... /(
' ��+{;' •',1st•/_
Flo.5O705 •.
SHORT I�, �..0'•• _
SIDE r-'� ?J�. IS •UI,
ST. E IF `tt
rilI ltLtSt
A.LYNN MILLER,P.E.
P.E.&58705
TABLE 5:
Window Design Pressure(+/-,psf)forGiass Type 5
Lmg Side(in) 7/16"LAMINATED I..�._
67.7/8 1 72 78 1 80 84 1 88 92 96--T--ioD--T 104 109412 GLASS STACK I
30 +901.125.4 1 +901.120 +901.115.5 +90'•111.5 +961.108.5 +901.106 +901-104.5 +901-103.5 +919.1025 +991-100.7 +9(r-97.9
32 +901.116.9 790'.1108 +901.105.3 +90'•101.8 +901-987 +907.95.7 +90+-92.3 +901-80.8 +907.80.3- +1.89.9 +7.89 -.090"SG INTERLAYER
34 +901.108.9 +901.103 +901.98.8 +9d-95.1 +901.91.8 7148.2 +484.4 +1$1.5 0.80.1 +1.79.8 +1.79.4 3/16"ANNEALED GLASS
36 +901-102.6 +9Q-47.1 +901-928 +1$8.9 +1.85.5 +1$28 +1.79.7 +1.71.2 *7.75.1 +1.73.4 +1-72.2 3116"ANNEALED GLASS
38 +901.98.4 790.92.2 +1.66.7 +1.83.2 +1.80.7 +7•]8.1 ++.75.2 +/•725 +470.3 +1.68.5 +I-66.3 PRODUCT REVISED
40 +9W-94.8 +1.88.2 +!•826 +l-74.8 +1.712 +1.74.3 +1.71.3 +l-87.9 +185.! +t-63.4 +t-61.8 4 11 as complying with the Florida
42 +901.97.3 +460.7 --.71-60 --1-77.7 .4 +1.74.3 +1.71.3 +/•88.2 +1.64.7 1181.8 +1.59.0 +1.58.2 RoildinB Cnde (rJ'I� .a^-n�
USED AT CURVED Accept I cc No HP
u 44 +1.883 +1.82.4 +1-78.9 +l-75.4 +472.1 +1-88.9 +1$5.8 +1622 +159.7 +1515 FRAME MEMBERS ONLY
5/8' pfrelf 1 Date
48 +/-854 +1.80.8 +/-77.2 +1.73.8 +1.70.1 +1•$8.8 +183.5 +1.603 +157.7 (c'�11-718'O.C.MAX. 29 GLASS BITE
qg rt$27 «1.78,3 +1•75.8 +1.71.9 +1.68.3 +!•64.9 +1.81.5 +!•582 _ I-+- LONG SIDE By
w 50 040.9 +1.17.5 +1.74.1 0.70.3 +1.88.7 +183.1 +459.7
2„* 52 +1.79.1 +1-75.6 +1.72.4 +/.68.8 +/-65.1 081.5 1-3 T_ Mi Rede Ptodud
w 54 +J-77.4 +1.73.8 +1.70.5 +/-87.3 +1$3.5
EXTERIOR SHORT ; NO CHANGE THIS SHEET
58 11.75.0 0.12 +1888 +1.85.3 20 13 SIDE HATE'Q7HIS S
58 +1-74.2 +/-70.3 71.68.6
6D +4727 +I . +r45 GLASS TYPE 5 �-
sz +1.711.2+1.711.2 +14]V.1 1
64 +/-09.7 +1.85.5
86 +1.68.3 �- LONG SIDE -++•j a
87.718 0-67
NOTES:
SHORT
L Q
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. S •d/
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. i
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 1-_ N �� 0
Of
TABLE DIMENSIONS MAY BE O CD
ORIENTED VERTICALLY OR I p _ Z e r`
HORIZONTALLY AS SHOWN. Z LL LLa co _j uao,0 p
TABLE 6: W L) O D o a
Window Design Pressure(+l-,psi)for Glass Type 7 0 u m O L9 9mo
n> Op rn O , o
Lmg Stde(in) O Z 0.Z H co U..
67.718 72 76 80 84 88 92 98 100 104 109-12 1-1/16'NOM. a � O
30 +904130 +901.11 1904130 +901.128 +901-122.8 +901.119.8 +9DI.118.1 901.102. +9W1-1 2 +901-112.7 +99-99.,9 GLASS STACK ��1--_'{ 7/16"LAMINATED j Q d'
32 +901.134 +9041251 +907.118.9 +90'-114.6 +901-111.5 +901-99.7 +9 01-95.3 +9 .92,.4 +901402 +9DI-101.4 +90'-99.7 �••"'-• GLASS STACK Q
34 +901.723.1 r90?-ttfid +901•111.7 +9Cy10Z5 +801.703.8 +907-99.7 +901-95.3 +901-92,1 190/-90,5 +/-90 +/-89.6
36 +901•118 +90'.1098 +901-104.8 «gry-100.5 +901.98.6 7901.93.3 +/-90 +487.3 +/.8q.9 +1$2.3 +/$1.2 --3116'ANNEALED GLASS --.-i SHORT N W Ia�vS
38 +907.771.2 +901.104.2 +90/-97.9 +901.94 +901.91.1 7!•88.2 +7.84.9 +1.81.9 +479.4 +1.76.-0 +1-74.3 3118"TEMPERED GLASS SIDE m Z 0=
3116"ANNEALED GLASS " y H
40 +904108.9 +9ry.W9.8 7901.93.4 7901-90,1 +487.2 +48q 0.80.5 +1.787 +/•73.5 +1-70.9 +1-69 7116'AIR � W Z
42 1407-1032 +90'-95.7 +g01At.2 +/$7,q +t$4 +J-BQo +t-77 +t-731 +1.139.8 11.88.9 N-�.2 y .090"SG INTERLAYER
44 7901-99.7 +901.93.1 0$9.1 0.85.2 1481.4 0.77.8 0.74.1 +1.70.3 +187.5 +1-63.9 11 Z a IIDes
46 +901.96.5 +901.91.3 +1.87.2 0.63.2 +1.79.2 +1-75.4 tt- a O-
75 71.7 +7.881 +1-6SI
$.K . .
OO Z48 +90493.5 09.6 +485.4 +1$1.2 5
.
.914 +1.87.6 +1.8.7 +/.79, FRUSED AT CURVED SIDE c'50 +901 +.875
52 0.89.4 +485.5 +1$1.8 +17.7 +/•73.5 0$9 E MEMBERS ONLY 29 5/8' U' NhNap
W
rn 54 +147.5 1 +1.$3.4 tt-79.8 N-78 0d}.8 Q 11.7(8'O.C.MAX. GLASS BITE I x W n-a.
56 +/•85.6 +481.4 0.77.5 0.73.8 1-3 -1111. alirj •s��saws
58 +1.83.8 +1.79.4 +1-75.4
60 0-821 +1.716 0.73.5 EXTERIOR -
HOR
86 +!7 +
64 7.2 l-74 a 22 21 13 �'9 SS DET \�QF7�ll'YNtV
87.7/8 11.74.9 GLASS TYPE 7 „r�,. 1\GENs�r'•.,F,,,Q
NOTES:
No.50%05 ><
1}BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. =
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. '. T••..UL' ,�-
4)711.5 SHEET APPLIES ONLY 70 FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WI
TH FIN-FRAMED WINDOWS, TA L:O SF !LJ
r`51j�rrA1/11
.1��. .
A.LY �.1ILLER,P.E.
P.E.#50765
TABLE 7:
Window Design pressure(+!-,psQ for Glass Types 6!;8
Long Side(In)
67.718 1 72 78 1 80 84 88 92 98 1D0 1 104 1 109-172 112 116 120 124 128 132 136 140 144
30 +901.130 +901.130 +901.130 +M.130 +90t-13D +901.130 +901.130 +901-130 +901-130 +001-130 +901-130 ;90-130 +90!•130 +901-530 +90.530 +901-130 +901.130 +901.530 +90-130 +901.130
32 +90.130 +90.130 +901-130 +9%•130 +90/730 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +S01•r30 +907-130 +901-130 +901-130 +901.130 +901.130 +901.130
34 +9pt-530 +901.130 +901.530 +90/.130 +901.133 +907-130 +901-730 +90/_130 +90/-130 +901-130 +907-130 x907-530 +907-530 1901.130 +901-}30 +901-130 +9tN.530 PRODUCT REVISED
36 +901.130 +901.130 +90/-130 +901.130 -901.13D +901.130 +90!•130 +901.130 +901.130 +901.130 +901-130 +901-130 +901.130 +901-1 +901-130 +901.130 oscanplying with the Flortde
38 +901-130 +901.130 +901-130 +90/-130 +901.136 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.129.2 +901-127.3 Building Cade ls'>752. .t��//
40 +901.130 +901.130 +901.130 +901.130 +90!•130 +90!•130 +901.130 +001-130 +901-130 +90-120.8 +901-123.2 +901.122 Acccproncc No +yam
42 +96J-530 +90J-130 +9 3030 +901.130 +g0/.}3p +901.530 +901.230 +90.129.3 +901.123.2 +90--116 +gpt-116.4
P.xyimflj,,�,Dva,eq44 +901.130 +901.130 +93.130 a9D1.130 +901.130 +901.130 +901-}30 +90.124,5 +90-119,4 +901.116 DY46 +907-130 +gOJ.130 +901.130 +90!•130 +93.130 +93-130 +01.126.9 +W120.5 +00.115.3 ePoduct atm
48 +901.130 +907.130 ;901.130 +93.130 +901.130 +90-129.7 +901.123 +90.116,5
50 +901-}30 +901.130 +901-130 +901-730 +93.130 +90.126.2+89-,41119,1-
J!
9.41-119.
E 52 +90•}30 +901.130 +901-130 +90-130 +907.130 +8687-123 a
NO CHANGE THIS SHEET
u! 54 +901-130 +901,130 ;90.130 +901.130 +88.3.12T,r ¢ DATE:07!02!"15
50 +90/130 +901.130 +90.130 +89.41.129 w
50 +90.130 +93.130 +90.130
60 +90/.130 +901.130 +89.61.129. -
02 +901.130 +901.130
04 +93-130 +901.130
60 *901-130
67-7161 +901.130 Y Q
NOTES: a U) -nab
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. x
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ O `-'
3)FOR ARCHITECTURAL WINDOWS, ND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, } a elan O N
FI
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. C9 N W N
O C, o Z h
J
Z LL 4N"l LL co J uMaO ❑
_ r r W
LLI}-Z 03 2Y
aN
TABLE DIMENSIONS MAY BE t9 �41a
ORIENTED VERTICALLY OR o 00 v Z v o
1.1/16'NOM. _ .-Z tS.Z `-
r HORIZONTALLY AS SHOWN, Lu
lL
GLASS STACK LONG _ O
7116'LAMINATED � 7116"LAMINATED Q �
GLASS STACK I GLASS STACK SIDE S
.090'SG INTERLAYER 3116'TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS �- LONG SIDE ,y'f d Taws
3116"HEAT 3116"HEAT STRENGTHENED GLASS � r� m Z x
3116`HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7718"AIR SPACE .090'SG INTERLAYER SHORT � ❑ la
40 SIDE O U) Z
4 11 11 SHORT _ ¢ ❑ Of 5133S
USED AT CURVED 5 SIDE O Z D- o O
FRAME MEMBERS ONLY 29 USED AT CURVED Z C11 C14
Q 11-718"O.C.MAX, 516" FRAME MEMBERS ONLY 29 5W ❑ O t`op
GLASS SITE Qa 11-718.O.C.MAX. GLASS BITE 111
1-31-3 LONG SIDE 0 an.
EXTERIOR EXTERIOR _ e11;1 •ssap sauag
:3 20 13 22 21 13 SHORT
GLASS TYPE 6 SIDE 6 �Q SIDE \\150NV(LYNN j 1�''..
8
GLASS TYPE
`����,.•'4}CENSE'•,tF,p
1`r i
N0.68705 •"r
SHORT I -'U �•
"•_t SIDE [^.- 7:1 '• 7 1 J
S ATL P L1t
'1 S�UNAI.E,1•.,
!'1111 fit 1+11
A.LYNN MILLER,P.E.
P.EN 58705
EDGE 2X WO SR)P
DISTANCE OR FRAMING,MING,SEE
INSTALLATION INSTALLATION
NOTE 2,THISSHEET TYPE C TYPE B — EMBEDMENT
INSTALLATION
TYPE A EMBEDMENT 1X WOOD BUCKSTRIP, .• `'
1/4•MAX SEE NOTE 2,THIS SHEET
EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, DISTANCE as twr pEDGE lyngwitt1 tlroFWda
EDGE SEE TABLE 8,THIS SHEET Building Code
DISTANCE 8 Acacptanca Nl IrJ�1J • 19
114*MAX P.x imli Rate
1 SHIM ' 1 By
4 Mi t oda Product
TYP.ANCHOR TYPE, .
EMBEDMENT AND EDGE
126 FRAME MEMBERS ONLY SEE TABLE S.THIS SHEET °A; + EXTERIOR •- m NDANCE THIS SHEET
DISTANCE PER SUBSTRATE, ¢ OC
USED AT CURVED 11 , ,DATE:071 5
A '
Q 11-718'O.C.MAX. CONCRETEICMU 4
PERANCHOR VISIBLE LIGHT WIDTH= S rc
REQUIREMENT WINDOW BUCK WIDTH-2-314•
_ WINDOW BUCK WIDTH Q
EXTERIOR
WINDOW L TIP-TO-TIP WINDOW WIDTH CONCRETE/CMU tri Y
BUCK PER ANCHOR � a tO xaS
HEIGHT REQUIREMENT
1!4'MAX.SHIM —.-{ v O r-
HORIZONTAL SECTION A-A a 0 o
TIP-TOTIPN N alae 0
WINDOW
HEIGHT VISIBLE #12 STEEL t�y tLU
oLIGHT -� o
SELF-DRILLING SMS p,..1 o z
HEIGHT= (G5),SEE TABLE 8, TABLE 8: z t'r' 0 tl too J u,uaa p
WINDOW THIS SHEET =til r
\\\ Anchor Substrate Min.Edge Min.Embedment Max O.C. U U X to 0 0
BUCK Distance Spacing 11!— p g m 5 nN
HEIGHT- .T.Sou111em Ino(S =0.55) 811' 1.318' 12 o W m O `fi C7 0Ma
2-3/4' INSTALLATION #12 or#14 alp a3 screw Aluminum,6p63-T5 mm. 9• o. •• S2 t�> (j Q ,� z o
METHOD D A36Steel 318 o.oe3` 17 z a,z o r
Steel Stud Gr.33 min, 3!8• 0.045' 18 Ga 12' F u-
INSTALLATION ANCHOR P.T.SWhom Pine(SG=0.55) 9116` 1-378• S2" g O
UNDERNEATH THE Aluminum,6063-T6 min. 3/6' 0.063•• 12' —I z
BEADING #12 a#14 Steel Screw(G5)
BEXTERIOR A365tae) 318• 0,083'• S2• m F
�„,,, Steel Stud,Or.33 min. 318• p,045'(18 Ga 12' N a)
MIAMI-BADE APPROVED MULLION �S'I+.R4!@I$S,CrateFbK p `�'MU"AST iC9o)i�i2;tt2S$�g1)�i11t4' ¢; 52' ; 1' z _ F
21 Cdnarete(min.3136'�'sI)��j l!_ �1_3l W2"ip Q
(SEE SEP£RATE NDA),ALUMINUM, € O r Z
8 STEEL FRAMING OR STEEL STUD. �Conatete(min t85'ksi �` 1' t-3! 12'
SEE SUBSTRATE PROPERTIES, 114•Steel U!lracon Concrete(min.2.85 ksl 2-112' 1318' 12' LL Z z along
5 = TABLE 8,THIS SHEET Ungrouted CMU,(ASTM C-90) 2417 1-1/4• 17 u. 9 W o 0
114"MAX SHIM Orouled CMU ASTM 0.90 2-117 1.314' 12" Ur r oho
_ W16'Steel Ultracon Concrete(min.3,5 kai) 1-114' 1-314' 12" V W z
OroUled CMU ASTM C�0 2-117 1.3/4' 121 X
as
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. li. LL
1X WOOD BUCKSTRIP, ag11 nsaa F.-Sil
SEE NOTE 2,THIS SHEET
CONCRETE PER �� Ny SLYNN
EMBEDMENT
•� ANCHOR
REMENT INSTALLATION NOTES: ��� \,SCENS�-%<PREQU
"� .• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. t(• N0.50705
2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1 X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE - a. —
INSTALLATION DIEDGE STANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-V2*THICK OR GREATER. O -� 7r ;•Q-
TYPE B AND EDGE
DISTANCE
PER TABLE 8,THIS SHEET JURISDICTION.LLAINSTALLATION THE SUBSTRATE OF WOOD BUCK$TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING (7 7��U�P 'I/--
SUBSTRATE,
VERTICAL SECTION B-B ;"`r<,
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. % 'Sy
�Nn
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ""tit 1i I I I I t t
A LYNN MILLER,P,E.
P.E.#68705
EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
�.{ OR FRAMING,SEE
TYPE G TYPE F
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X TE 2.THIS S SHEET
INSTALLATION !� EMBEDMENT SEE NOTE 2.THIS SHEET "
{.� 1/4"MAX
TYPE EMBEDMENT wl t SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISED
EDGE " 6 SEE TABLE 9,THIS SHEET as complying with the Florlde
DISTANCE 3loitding Ccc ode 215- n
114"MAX 2 iratiom27ate iet
2 SHIM
lBy
R:Sia Dade Product n
4 TYP.ANCHOR TYPE, •"
EMBEDMENT ANO EDGE a
DISTANCE PER SUBSTRATE, "., ••. NO CHANGE THIS SHEET
11 1t _
SEE TABLE 9,THIS SHEET XTERIOR a DATE:07/02/15
• m .—�
USED AT CURVED �
EXTERIOR 29 FRAME MEMBERS ONLY °' I4 11 u
�] @ 11.7/9'O.C.MAX. CONCRETE/CMU VISIBLE LIGHT V WINDOW BUCK WiO7HT2 -314'ER 9 •'
REQU REMONT WINDOW BUCK WIDTH _
WINDOW CONCRETEfCMU y Q
BUCKPERANCHOR a nag
HEIGHT 1/4"MAX.SHIM __ HORIZONTAL SECTION C-C REQUIREMENT O o
#12 STEEL N al+>0 O N
SELF-DRILLING SMS 0(1 W
VISIBLE (G5),SEE TABLE 9, -"1� � � Z �9 n
LIGHT THIS SHEET TABLE 9: Z u�'r 1-11- W .� amara O
HEIGHT= \\\ Mln.Edge Max O.C. _ W 2
WINDOW
Anchor Substrate Distance Min.Embedment Spacing W U ox
BUCK P.,$o m na(S =0.59) 9f1` 1-318` F-Z CO O (} _9NO
HEIGHT 2.3/4' Aluminum 6053-TG min. 318' 0.063" 2•
#12 or#Sd 4S0 SS Screw
2.314' INSTALLATION A3e steed 319" 0.553'• 1x o z a Z � O �
TYPE H Steel Stud Gr.33 min- 3r8' 0.045 to ce 12' Z Z o
P.T.Sculhem Pine(SG=0.55 9118" taO
te' 12• 0
EXTERIOR #12 or#14$teat Screw(G5) Aluminum,5083-T5 min. 318" 0.083•' 12' F-
A36 Steel 318" 0.083'` 12'
Steel Stud,Gr.33 min. 3/6, 0.045" 18 Ga 12' ® Z G IaavS
Ungrouted CMU,(ASTM C.90) 2-112' 1-514' 12'
MIAMI-DADE APPROVED MULLION 114'410 SS CreteFlex ' — F
21 (SEE SEPERATE NOA).ALUMINUM, Concrete(min.3.35 keq 1" 13/4' 12" Z Z
STEEL FRAMING OR STEEL STUD. Conctota(min.2.85 kat 1' 5314' 12• O
S SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 keq 2-112- 13/8• 12' ¢ 0 a ofoas
114'9tee!U9mcon a Z W
TABLE B,THIS SHEET Ungmuted CMU,(ASTM 090) 2-112' 5-114" 12' O 3: _7' N N
5 114'MAX SHIM Grouted CMU,ASTM 090 2-152" 1.314' 12' 0 ..j ti op
5116'Steel Ullracon Concrete(min.3.5 kti) 1-514" 1-314' 12' 0 W 0
Grouted CMU ASTM 09q 2-152' 1314• 121 X CJ p-O-
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, U- W
1X WOOD BUCKSTRIP,
altu •asap--vas
SEE NOTE 2,THIS SHEET
0' LYNN
" CONCRETE PER Q�.•-t~tCENSF•l�F�i,
EMBEDMENT ANCHOR INSTALLATION NOTES:
REQUIREMENT 7Y:
No.5l170i =�`
�:' . . • , . . 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
)NSTALLATION • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/Yl 1X WOOD BUCKS ARE
EDGE
TYPE F �! TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1.112"THICK ORGREATER-
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 'a�••• ST TE QP t(�`
SUBSTRATE,SEE TABLE 9,THIS SHEET ,JURISDICTION. ORIpP,.''
VERTICAL SECTION D-D iCNL`fir?.'
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER,P.E.
P.E.#58785
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE
DISTANCE PER SUBSTRATE,—\ NOTE 2,THIS SHEET INSTALLATION INSTALLATION
SEE TABLE 1D,THIS SHEET TYPE J TYPE K
EDGE EDGE
DISTANCEMAXINSTALLATION DISTANCE 1/4"M EDGE DISTANCE
TYPE I SHIM
0- 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCT REVISED
—OR FRAMING,SEE OR FRAMING,SEE 0 cottlplyingwith the Florida
NOTE 2,THIS SHEET Building C-& ,-
NOTE 2,THIS SHEET AMPIMCe NO
'14'MAX TYP.ANCHOR TYPE,EMBEDMENT AND Nintio.Data 3 SHIM EDGE DISTANCE PER SUBSTRATE, By
4 SEE TABLE 10.THIS SHEET Jti .t)0&vrOd.CICw0$
EMBEDMENT 11
A"i $��
E..—_1
ENT NO CHANGE THIS SHEET
DATE:07/02/15
USED AT CURVED
EXTERIOR \-�29 FRAME MEMBERS ONLY
L
@ i 1-718"O.C.MAX.
r 11 k\ — I EXTERIOR V 52 <
WINDOW 4 fo -:98—
BUCK
HEIGHT VISIBLE LIGHT WIDTH=
MAX.SHIM WINDOW BUCK WIDTH-2.3/4' 0 r
WINDOW BUCK WIDTH to 0
C,4
0
VISIBLE 0_j CD
C3 Z _�iW_
INSTALLATION HORIZONTAL SECTION E-E :3 ---,a
LIGHT z LL: C2,u- 8 LU CD
HEIGHT TYPE L
Bit
WINDOW CJ 9 0 7—.E
BUCK #10 STEEL z m
HEIGHT- LU 0 (D ama
HE SELF-DRILLING SMS > tj- z
2-314" 0 m 0
(G5).SEE TABLE 10, Z 4.Z
THIS SHEET LL
TABLE 10; — 0
Max.O.C.
00
Anchor Substrate Min.Edge Distance SMLng
2-1/2'x.131*Commit Nall P.T.Southam- na(86--0 3fw 51 0 v)
2.112"x.113'Box Nall1 a" 5" 78-84-5
It P.T.P.TSn,_pp..,"!,(( �2,
2-1/2'x.145"Roofing Nall P.T.Southern Pine(SGaO.55) 318' 61
21 F.T.Southern Pine(SC-0,55) 117 S, 0
2X WOOD BUCKSTRIP EXTERIOR 0.093"Aluminum,6062345 min. 5/18" 5" !3: elPos
F9 OR FRAMING,
SEE #lox 11 Steel Screw* 1116'A
T
7L_
EXTERIOR
NOTE 2,THIS SHEET as C"I 0`1
5 C'r MAX SHIM MIAMI-DADE APPROVED MULL ON 1 1 0.045*(118 Ga)11.0 Stud'G,.33 611; 1 a z 1'�a?
LEI (SEE SEDER
NOA),ALUMINIUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LU — 3:
Z
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
INSTALLATION _ TABLE 10.THIS SHEET
TYPE J I I I I lilt
LYNN I/"
DISTANCE
ANCE 1/,
EDGE
IS
INSTALLATION NOTES:
TYP.ANCHOR TYPE,EMBEDMENT
EMBEDMENT AND EDGE DISTANCE PER 11.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.
58705
SUBSTRATE,SEE TABLE 10.THIS SHEET
2,WOOD SUCKS DEPICTED ON THIS SHEET AS-1X'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS*2)(7 ARE I-112'THICK OR GREATER. 15
LQ, STATE OF
-F JURISDICTION,
VERTICAL SECTION F INSTA LATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TOTHE WINDOW FRAME.
'/;,';'ONAL.
ti
4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA /11,1111110
APPLIES TO WHOLE SYSTEM, A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD DUCKSTRIP
EDGE OR FRAMING.SEE INSTALLATION TYPE M
DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT
INSTALLATION TYPE M 'f FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION
METHOD ONLY, 114•MAX ANCHORS MAYBE NO
MORE THAN 61 D.C.
�IAIIOHORSMAY EIENO EMBEDMENT SHIM
•MORE THAN 6'0.0. 1X WOOD BUICKSTRIP,SEE PRODUL'T RpVISED
2X WOOD SUCKSTRIP NOTE 2,THIS SHEET m couplying with the Florida
OR FRAMING,SEEBuilding Cade
NOTE 2,THIS SHEET FOR INSTALLATION
No
T
AccepWncc
F.TH THIS
S�
0�EO D ONLY,
MAYBE
A ENI
MORE THAN
_1114'MAX
3 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, By
4 TYP.ANCHOR TYPE, 8 SEE TABLE 11,THIS SHEET
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11,THIS SHEET ii , NO CHANGE TH S SHEET
EDGE � DATE:07102115
—
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE
EDGE
@„-718°D.D.MAX.
DISTANCE
CONirRE'TE1CMU 11
PER'A ,
i,.R
WINDOW REDUSREMENT 4 CONCRETE/CMU <
BUCK 1 PERANCHOR a y 737
HEIGHT1/4'MAX.SHIM VISIBLE LIGHT WIDTH 5 I
WINDOW BUCK WIDTH-2.314" REQUIREMENT
WINDOWBUCK WOTH EXTERIORU) C'jCD
>-;2 -�t 0
0 N 1-
Cq
VISIBLE 0 CD
LIGHT INSTALLATION TYPE 0 HORIZONTAL SECTION G-G 0_j -M Z
z LL
HEIGHT -
FOR THIS INSTALLATION 7 ou x 9 6 uMo.rr gyp'
UJI
WINDOW METHOD ONLY, LLT
BUCK TABLE 11: W— 0 z GO
HEIGHTANCHORS MAY BE NO I.-Z to 0
2-314 •MORE THAN 6*O.C. Min.Edge max.D.C. 111
Anchor Substrate Distance Min.Embedment > d—
SEL03 0
P.T.Southern Pine @G-0.55) 91161 1-3ta* 1. 2� O.z 0
#12 STEEL #12 or#14 410 S$Screw Aluminum,6083-75 min ---378—' ---6-063'_- 6- p LL
0
SELF-DRILLING SMS A38 Steel 318, 0.D63'
( ),SEETA9LEi0, Steel Stud,Gr,33 min. 318* O�045-(18 Ga) as
GS <
C'
THIS SHEET P.T.Southern Pine(SG-0.55) 9/16, 1318, B,
#12 or#14 Steel screw(GS) Aluminum,6063-T5 min. 3/0' 0.063'
Z
A36 Steel 3/8' 0.083, 0
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud.Gr.33 min. 3/8" 0.045'(18 Ga) Z
0
6 EMBFI)MENTANDEDGE_ Upgroule CMU,(ASTM C-90) 2-1/2' 11-11W 1121
DISTANCE PER SUBSTRATE, 1/4"410 SS CreleFlex i. • < 0
SEE TABLE 11,THIS SHEET ID Concrete(min.3.35 ksl) 1-314' 12, z It"s
MIAMI-DADE APPROVED MULLION concrete(Min.2.85 k6l) 1. C.0
5 11,V41' 12, tj) CN
Cono le(min.2.86 k6l) —2-1 _iwa" 17 cc
114"MAX SHIM (SEE SEPERATE NOA),ALUMINUM. 1/4'Steel Ullracon 1z' i� 0 z r,
STEEL FRAMING OR STEEL STUD. Ungrouted CM (ASTM C-90) 2-1/Z LU —Z CL
Pp 4 L<
11 SEE SUBSTRATE PROPERTIES, Grouted CMU,(ASTM C-90) 2-112* 1-3/4' IT d.
LL LL
INSTALLATION TABLE 1 1,THIS SHEET 5116*Steel Ultmcon Concrete(min.15 kal) ,-114' 1314' IT
Grouted
TYPE N 1X WOOD SUCKSTRIP, •
I ted CMU,(ASTM C-90) I 1Y
C=) SEE NOTE 2.THIS SHEET MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. \'kIIIIIIII,
(p,( LYN/V
• . .........
EMBEDMENT INSTALLATION NOTES: ��\
1.USE ONLY ANCHORS LISTED ONTHIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1`10-58705
2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX-,ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-1/2-.1X WOOD BUCKS ARE ..0
EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED ASW ARE 1-112'THICK OR GREATER. (r
4 DISTANCE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED SYAUTHORTTY HAVING tL
JURISDICTION, of:
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL 89 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H ""PIV11A'I
'
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MlLLFR,P.E,
P.
E.#solos
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
PRODUCT REVISED
B.ildisii
AcceptwmN
E
ANGLED/CURVED ANGLEOICURVED ,MINN,Da Icl
FRAME ASSEMBLY FRAME ASSEMBLY By
90'CORNER 90*CORNER Mimi ado w con I
FRAME ASSEMBLY FRAMEASSEMBLY —1
N CHANGE THIS SHEET
d, mDATE:07102/16
0
0)
ALLC R ERSTO ALL CORNERS TO
USE GASKET USE GASKET
AND/OR SEALANT ANDIOR SEALANT
<
EQUAL-LEG FRAME CO
3:
\--FLANGE FRAME 0
0
t7JLEQU LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR o N
AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS C4 U) W
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 099 A w -
SCREW BOSSES.SEALANT AT ALL CORNERS 0- IM-j 01 z =6 17
30 SCREW BOSSES.SEALANT AT ALL CORNERS z EL: LL to 5 --o 0
30 1:" - — W
50 x S2
w 2 02U1 no 0 Lu
(i :� z z
.0 1)
2,784" — 2.784' 2.784' z 0 z —0 W
.094' .094" --4 .094" ---1 0 LL
0 0
TABLE 12: .074" G62' 062" .074" 062' z
Item 11.375' 1.375-
1RA
FRAME E
ED
ASSEMBLY
C
S
U
E
R
R
�LG
FRAME
E
E
Code
" N 5
'o
i.�.do�lmld..Con 14
.Q.,
FLANGE
K k
'RA WITH INTER MITERED F=E WITH
R"
I. WELDS
S AND EXTERIOR
0 FRAME LOS
;MD E D
1 - 1 1 - I
PGTPart# Description Material 1.875 (0 U)
—L= — - z 438" Z
1 42530 Flanged Frame .438* .5w
Alum.6063-TS 1,000 3: 2
2 .050"'o— C0 z
4285 Equal-tog Frame Alum.6063-75 0
.500" x5o, 7.il
3 4256 integral Fin Frame Alum.6063-75 FLANGE FRAME EQUAL-LEG FRAME 77" z
f f 0 t A
1 4255 7116"Leml.Glass BeaCling Alum.6063-T5 #4253C.6063-T5 #4285,6063-T5
6 4264 I.G.Glass Beading Alum,6063-75 FIN FRAME L) w :�f
%
0
LL
'i�O fristellation Fastener Cow Alum.60aTti #4256,6063-T5 co
So 4 (D ?-<
6b 4224 Installation Fastener Cover Rigid PVC — 970' .346' '11 1/
io 705690 Gasket(at 90'comer joints) Polyethylene 11.037' \Ay LYN /f"
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Dun 65+1-1
13 Dow 899,GE 7700 Silicone or Equiv.
.675,
20 71662K Setting Block,Mono.3/161 x ,V
7116'x ' Neoprene,Duro.65+1-1 b t-- No.so?05
21 717NAK Setting Block,I.G.X18"x lV3Z'x 4' Neoprene,Duro,85+1-1 .050+1
7/16"LAMI )N
22 OURAK71617116"DuraSeal Spacer 1,13,GLASS
GLASS—BEADING BEADING FASTENER COVER z
29 1#6 x 1-11'r FH—SMS
V
Stainless Steel #4255,8063-T5 94254,6063-T5 #4270,6063-T5
30 781PQX 1#8 x T'Quad PH EMS Stainless Steal
�'AIAL
i111110
A.LYNN MILLER,P.E.
Florida Building Code Online Page 1 of 3
7f v,',�z ''i°�+ fi �'` 7
fir / ,„ st R e s y
P150,
s
' c c' is
s�,+t '..� .c-, r.Y..T .n
Fior€da Dee p7rtmen tof BCIS Home � Log In ; User Registration � Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search
Busines ,
Proe55 ) Product Approval
yra �" USER:Public User
Reg, lation
Product Approval Menu>Product or Anolication Search>Application List>Application Detail
saMi '.'£" ,7
�1 � FL# FL242-R
Application Type ervisio
Code Version 2014
Application Status pproved
*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/Emall 070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Hor(poral 51ide�
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/05/2015
Date Validated 10/16/2015
Date Pending FBC Approval
Date Approved 10/20/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquU sDrhuM3 D... 2/17/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R19 C CAC_15_Q6� ,0,S,p f
—"---..._........_..._.-_...__
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/05/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL2-42 R19 I1 15-0609.05.pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.2 ijHR-510(Impact) WInGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R19 C CAC 15-05112.14.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 P19 It 15-0612A4.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports I
Created by Independent Third Party:
242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 Ri9 C CAC 15-0519.10.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/27/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 iti9 R 15-0519.102ff i
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER I
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.4 iy HR-4710�(Irnpac[) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 219 C CAC 15-0519.09.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/21/2021
Design Pressure:N/A Iostaltaion Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) ,IaZ1:9 Y. S;gS1,},u9 yid
for product performance information,anchorage details,and anchor - 5y-5y M ami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party: I
Evaluation Reports
Created by Independent Third Party:
242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R19 C CAC 14-0320.04 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date {
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 Ri9 II 14-0320.04 i M.adf f
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party: j
Evaluation Reports j
Created by Independent Third Party:
242.6 JHR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0609.04 SM2.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
!( Impact Resistant:Yes 11/01/2017
I Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R.19-1111 15-0609.04 SM2.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: _
242.7 HR-2710 1(Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R19 C CAC 15-052S.23 M.odF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R19 Il 15-0525.23 M.cdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.8 HR-2710MI(Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL242 R19 C CAC 13-1125.03 Ml.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R19 II 13-1125.03 Ml.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.9 HR-5410(Non-Impact) IVinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate 4
Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0903.11.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/24/2020
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 2/17/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R19 IT 15-0903.11.odf
-- for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.10 HR-5510(Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL242 R19 C CAC 15-0903.10.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
((( Impact Resistant:Yes 09/24/2020
( Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R19 IT 15-0903.10.Ddf
f for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: i
242.11 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL.?47..R`?_.-C CAG];$-Qu09, +,VDW. df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date '
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 519 11_15-_0602.Q
a+:JQ'v'l.pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.12 SGD-770 Window(Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R'I9 C CAC 14-037-0.03 Window.pof
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/12/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R19 IT 14-0320.0, 'Window.Ddf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyriaht 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:
'.,/A ® Kid ...,
' SCCttt'il'�s k:€st1c:5'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 2/17/2016
MIAMI•DADE MIAMI-DADE COUNTY
ROTS PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) mnv.miamidade.eov/eebnomy
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their-jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"K-710"Aluminum �`orrzontal�Roliin "
,Windo�vI��McIg
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through I 1 of 11, dated 02/28/06, with revision F dated 05/14/15,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:urge nil`",'Sin 1°r 11`Miss""iM-y� 'iiact Resistant.' �, '
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The. NOA number preceded by the words Miami-Dade County, Florida, and.
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the riser by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOAH 11-1114.04 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
RO—No..15-05.1-9.a�'
IIAMI•DADE COUNTY '
c� , ratvon �a � beeeml'crti+2021
710 f)� Approval Date:.July 09 2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted un der NOA IsNo. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. 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 XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test
Report No. FTL-5330,dated 07/18/07,signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 07-0815.09)
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
..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 XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.'06-0405.06)
v
Manuel P re ,P.E.
Product Control miner
NOA No.15-0519.09
Expiration Date: December 21,2021
Approval Date: July 09 2015
E-1
I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis;complying with FBC-5th
Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t6 Edition (2014), dated May
16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 07-0815.09)
4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo Largaespada,P.E.
(Submitted under.NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series
"HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and
expiring on 12/21/16.
Manuel P e ,P.E.
Product Control Wininer
NOA No. 15-0519.09
Expiration Date: December 21,2021
Approval Date: July 09 2015
E-2
GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW "PVB"_
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE
PVBINTERLAYER
A.5116"LAMI CONSISTING OF(2}LITES OF 1/8"ANNEALED GLASS WITH A.090"PVBgINTERLAYER't Oc
SAFLEePVB INTERLAYER BY
B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY
C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER.
D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER.
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'"PVB"INTERLAYER.
NOA DRAWING MAP
F.7118"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. SHEET
G.13!16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............1
CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. GLAZING DETAILS............2
DESIGN PRESSURES.......3
H.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,6/16"OR 3/8"AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4
OF 118"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. VERT.SECTIONS.............5
HORIZ.SECTIONS............5
1.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 318"AIR SPACE AND 5/16"LAMI PARTS LIST.......................6
CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER. EXTRUSIONS....................7
CORNER DETAIL..............5
J.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI ANCHORAGE....................8-11
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090""PVB"INTERLAYER.
K.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 716"LAMI
CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER.
L.13116"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI
CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A,090""PVB"INTERLAYER.
2.CONFIGURATIONS:OX,XO,XOX
3.DESIGN PRESSURES:(SEE TABLES,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED
os complying with the Flortda
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Building Godo a
Acceptance No I 'd �•o—ll
E=imlion Uate
7.REFERENCES:TEST REPORTS FTL-4859,FTL-4859 AND FTL-5330.
ELCO TEXTRON NOA'S D�"
Miam' a roducl Con
Q ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
QHURRICANE ZONE(HVHZ).
.``��
D O F
9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
-.c.' N".6870ti
77 5
TnsrOr•
L. CJ14/16 n. 6THEDmON 2014 FBCUPDATE GENERAL NOTES 0,�.''•. FLORLo?.•' ���;'
1010 iECHNE. DRIVE _ .........
J.J. 1w+7i+1 E FBCIO+OCODE CHANGEW;WBF
N.VENICE,FL 34215 �_ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
J.R. 6=11 D ADDED IO CAP TO BE TEMPERED +30FTNOIE. ?'0.BOX 1529 L4 LlldLEd.P.E,
t nxy aa� zRaiapy txrK NOKOMIS,R34P74 1rtr161y Better HR710 NTS 1 e 11 4127-10 F REX 59705
F.K. ?12B.h16 J.J. 323706
27 3/8" 27 318" 27 3/8"
MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX.DLO
VENT VENT FIXED 0 D
B I B B
X 0 x x 0 x
857/16.MAX.WIDTH I.F.FRAMEAME
110"MAX.WIDTH I.F.FRAME R
—111"MAX.WIDTH FLANGE FRAME r-86 7/16"MAX.WIDTH FLANGE F
Aff-EiTiA 13-XX(1/4-1f/"x/41) DETAIL C-XOX(1/3-1/3-1/3)
NOTE:
33 9/16"MAX 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
DLO FIXED C DLO VENT
SEALANT OR GASKET
63"MAX. AT HEAD AND SILL
FLANGE
FRAME
A A ALL 15
56' CONFIG.
57 3/8" MAX. PRODUCT1113VISED
MAX. DLO ALL I.F.FRAME n c—plying with the fimida
56
M,
DLO ALL VENTS 5'0
FIXED 62"'MAX.
LITES I.F.FRAME
0x ALL
CONFIG. Munni eProducl Co
13 FLANGE FRAME
LYNN
..........
INCENSE:,
73"MAX.WIDTH I.F.FRAME VIEW D-D
If z-
74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) J�o,58705
DETAIL A-OX OR X0
STATEOF
THISSHEET ELEVATIONS
F NO CHANGE
luru ........... N
J.J. 10/17/11 E NO CHANGE THIS SHEET N.VENICE,FL 34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��'/OPJA\-
...d9y. --C;T
J.R. 6V20111 D NO CHANGE THIS SHEET P.O.B(?x 1620 X WMI01-WRE,
NOKOMIS.FL34274 REA 58705
�D—or, 0�- Q).dd0Y � ,7,, I'NTSI'4 1 11 1' 4127-10 F
F.K. 2(28M6 J.J. 3f"06
INTERIOR 37 32 35 22
39
22 16
2
EXTERIOR *INTERIOR 13
21 MAX.VENT DL MAX.Fl LO
MAX.WIDTH(FLANGE FRAME)
EXTERIOR Q!Y SECTION B-B17
1 -1
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME)
MAX. INTERIOR 17
HEIGHT 35 32 37
FLANGE 39
FRAME J�l 3
MAX.
VENT
DLO
16
MAX.
FIXED
DLO 7!4vq-
22 MAX.FIXED OLD MAX.VENT OLD 43
MAX.WIDTH(I.F.FRAME)
21 EXTERIOR SECTION A-A
(HORIZONTAL SECTION OX SHOWN WITH INTEGRAL FIN FRAME)
24
8 22 tll LJ 21 22 PRODUCT REVISED
2 n waiplyina.ith the Florida
12 EXTERIOR INTERIOR
7 12
j CINTERIOR
21
EXTERIOR INTERIOR
V Ulnnll
10 Ly
10 N
SECTION C-C 42 SILL HEAD jqo.50705
(VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME)
6114L.M. 6114115 F NO CHANGE THIS SHEET
'5 STAfLOr'
1070 TECHNOLOGY DRCVE SECTIONS
O'l N'VENJ
J.J. 10117111 EEE NO CHANGE THIS SHEET 1toRM
CE,FL 34Z75 ......
J.R. &20/11 D NO CHMGE THIS SHEET P.O.BOX 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
NOKOMI�,FL 34274 A. P,P.E.
J.J.J.'7 -7F P.E.0 58705
FK mew JJ. 2"ma HRTfO 91 4127-10
ITEM DWG#REVI DESCRIPTION MAIL PGT# ITIIN DWC#IREVI DESCRIPTION I MAT'L PGT#
1 4102 A IFLANCE FRAME HEAD 6063-T6 AL 612237 66 GLASS 13/16"LAM[IG-I/8"A IN.,3/8"AIR SPA 5/16"LAMI 1/8"A .090PVB,1/8"A
2 4025 SASH STOP STD.) ANTI LIFT CLIP) 6063-TS AL 612244 67 13/16"LAM]IGl/8"A IN. 3/8"AIR SPACE,5116"LAMI 1/8"A .090 PVB I/8"HS
3 #8 X 3/4 PH.PAN HFAD 7834AA 68 13/16"LAMI IG-1/8"A(MIN),318"AIRSPACE,5116"LAMI(1/8"HS,.090 PVB,1/8"HS)
4 4053 SASH STOP COVFJt(SASH STOP) 6063-TS AL 69 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"A,.090PVB,1/8"A)
6 4136 SASH STOP COV SILL 6063-T6 AL 64136 70 " 13/16"LAMI IG3/16"A IN.),5/16"AM SPACE,5/16"LAM[(1/8"A,.090PVB,1/8"HS
7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 " 13116"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS) OD
8 4131 ROLLERTRACK 6063-T6 AL 64131 72 13/16"LAMI IG-1/8"A IN. 114"AIRSPACE,7116"LAM[(3116"A,.090 PVB,3/16"A)
73 13116"LAMI IG-1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI 3116"A,.090PVB 3/16"HS
10 71298 WEEP HOLECOVER POLYPROP. 71298 74 " 13/16"LAM[I0-1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3116"HS,.090 PVB,3/16"HS
12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 13/16"LAMI I0-3116"A(MIN.),3116"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A)
13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 76 13/16"LAMI I0-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,. PVB,3/16"HS
14 4134 GASKET•FOR MAINFRAME SILL JOINT 74134W/K 77 " 13/16"LAMI IG-3116"A(MIN.),3116"AIR SPACE,7116"LAMI(3116"HS,.090 PVB,3116"HS)
15 1155 98 X 1.000 QUAD PN.SMS 781PQA 90 1014 SCREEN FRAME OR&VER 3105-H14 AL
16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP.
17 4054 B FIXID MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP.
19 4066 W STP..187 X.230,FIN SEAL 6406W 93 1073 SCREEN SPRING ST.ST.
21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC
22 1683 W STP..250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC
23 225-1 ROLLERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH
24 226 BRASSROLIERWHIE7S BRASS 7BRWHL2
29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N
32 4006 D SASH MFETINGRAIL 6063HS-T6 AL 64006 2.710
33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G
35 1096 SWEEP LATCH DICAST 71096
36 1016 #8 X.625 PH.FL.SMS 7858
37 4126 SASH SIDERAIL 6063-T5 AL 64126 2.624
38 1683 W STP.,.250 X.270 BACK,FIN SEAL 61683G
39 7070 BULB W EATHERSTRIP.187 X.275 67070K r162
40 LIFT RAIL COVER CAP 74078"C"L OR R
41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD
42 4140 J.F.FRAMESILL 6063-T6 AL 64140 41
#4139.6063-T6
43 4141 I.F.FRAME JAMB 6063-T6 AL 64141
50 GLAZING SILICONE,DOW 899,995 OR UIVALITif PRODUCTREVISED
51 1224 VINYL GLAZING BEAD BULB THICK 6TP247W,K rs complying with the Florida
52 1225 VINYL GLAZINGBEAD BULB(THIN) Building Codc
GTP248K 2.784 Acc<plance Nu 15-051 I
53 4039 B GLAZINGBEAD-5116" 6063-T5 AL 64039B a 'ratio Date
54 4044 B GLAZINGBFAD-5/16"W/GRILLKIT 6063-T5 AL 644703 062 3.152 By
55 4222 A GLAZINGBEAD-7/1B' 6063-T5 AL 64222 Miat i eProduct alt
.062
56 985 C GLAZING BEAD-7/16'W/GRILL KIT 6063-T5 AL 6985 i.se6
59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067
60 GLASS 5116"LAMI(I/8"A_090 PVB,1/8"A) 43 I.F.#4141 FRAME T6MB \. oC�I'lvrlArt41�1(
61 5/1G"LAMI(1/8"A,.090PVB 1/8' HS 1-2.710 ` �62 5/16"LAMI(1/8"HS,.090 PVB,1/8"HS)63 " 711C LAMI(3/16"A,.090PVB,3/16"A = ": NO.667U5
64 " 7/16"LAMI(3116"A-090 3/16"HS) I.F.FRAME SILL = 01_
65 7/16"LAMI(3/16"HS,.090 PVB,3/16"HS #4140,6063-T6
eewr� �u� srrrcor
;,�;
L.M. 5114115 F NO CHANGE THIS SHEET PARTS LIST FLD�a�r•'' �•
p,� 1070 7ECBNOLOGY DRNE tae �1�'��;"_•••••• N-
J.J. 15117/11 E NO CHANGE THIS SHEET N.VENICE•FL34275 �T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �'��;Ic!��! k;,��`�
J.R. WWII D ADDED'MIN'TO GLASS TYPES P.O.BOX 1529 �yw,ye eae awe D,vw ae. A.LYNN MIL FR.P.E.
NOKOMI3,FL 34274 V&lbly Better d
om,ow 7l28A75 J.J. 23/06 HR770 NTS B 11 4127-10 F P.E.a5e705
.062 1.187 040 .738
3.'52 1
1 T3 IJ73 .062—— SASH STOP COVER
IT— .062— 3.(90 #4053,6063-TS
'lZ2
L2.71
FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER T 2.784--1
#4102A.6063-T6 #4136,6063-T6 #4137,6063-T6
1.363
1 .062
61 1.187 062 13 FLANGE FRAME JAMB
---4--.062 L #4002A,6063-T6
.490 L�
T
- 1.46 .1,403
SASH STOP HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL
#4025,6063-T5 #4131,6063-T6 #4054B,6063HD-T6
1.062 2.;79 060
1.183 .062— 1. 87 2,'26 -ag
26
62
1 _t .0_Q
76
349 EIE�
-4 1.081 .291-4 1.096---� - T PRODUCr REVISED
21 SASH TOP&BOTTOM RAIL SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD 6/16" m mnplyi.8 rich
the Fimida
#4133.6063-T5 #4006D,6063HS-T6 #4126,6063-T6 #40396,6053-T5 Buedingcada
15*05 q*o,
Acuptaam No
iration Dale
050
II�y Miami ada Product It
By
. 8
.050 le 678
— 678 7&: 1.096 1 .050 _�.050
1.096 1 � -T T 1.115 T I - --1.097
1.097 It 111
54 GLAZING BEAD,5/16" GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" LYNAJ
#40448,6063-T5 #4222A,6063-T5 #985C,6083-T6 #4067,6063-T5
(USED Wl GRILL KIT) (USED Wl GRILL KIT)
No.58705
L.H. W4115
F lHo CHANGE THIS SHEET
1! 1070 M'11110LOGY DRIVE EXTRUSIONS
E NO CHANGE THIS SHEET
W17111 N,VE.,.E. CORV'
J.R. ALUM.HORIZONTAL ROLLER WINDOW,IMPACT lowm-
d'2WI I —D NO THIS SHEET P.01 BOX 1529 Lwalak
NOKOM16,Fl.34274 RE#66705
�By. J.J. 3&"6 V151bly Better d 77 4127-10 F
F.K. 212AM6 1-7 1 HR710 Half 7
ANCHOR QUAN71 f1ES„XOX(114-112114)'LWI�I OWS TABLE 4 NOTES:
GLASS 7YP-ES A'9�C'G, ,1 GLASS TYPES D,E,F,J,K,L
1. ANCHOR TYPES:
ANCHOR TYPE P 2,3,WOOD 1 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-N12 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
N to m m w I m 2.GLASS TYPES: D
j m (Wa y 1m 1 m A.5/16"LAMI- 118"A,.090,1/8"A FOR INSTALLATION IN THE HVHZ ABOVE 30
WINDOW SIZE HEAD 8 SILL HEAD 8 SILL HEAD 8 SILL g HEAD&SILL t HEAD&SILL HEAD&SILL:� ( )
W i< 1 N2C2
' B.5/16"LAMI-(1/8"A,.090,1/B"HS) FT,GLASS TYPES G-L SHALL HAVE A
C.5/16"LAM[-(118"HS-090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 +C2+11 2 D.7/16"LAM[-(3/16"AA90,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
48.000 1+C2+1+C2+113 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 +C2+113 E.7/16"LAM[-(3/16"A,.090,3/16"HS)
50,625 1+02+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1 t 311+02+14C2+113 3 1+02+1+02+1 3 +C2+f.3 F.7/16"LAMI-(3116"HS,.090,3/18"HS)
t G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,118"A)
54.000 1+C2+1+02+11 3 1+C2+1+02+11 3 1+C2+1+C2+1 t 3 1+C2+1+C2+1t 3 1+02+1+02+1 3 +02+1 3 H.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5116"OR 318"SPACE,5116-LAMI-(118"A,.090,1/8"HS)
I. 13116"LAMI IG-118'OR 3116"A(MIN.),5/16'OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS)
60.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1(3 1+C2+1+C2+113 1+C2+1+02+1 31+02+1 i 3 J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A)
63.000 1+02+1+C2+11 3 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+C2+1'31+t;3+1i 3 K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 114"SPACE,7/16'LAMI-(3116'A,.090,3116"HS)
60.000 x 38.375 1+C2+1+C2+112 1+C2+1+C2+112 1+02+1+C2+1 2 1+C20+C2+1 2 1+02+1+C2+1 22+C2+1.2 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3li6"HS,.090,3N6'HS)
48.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 i+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+1132+C2+11 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ONTHE FOLLOWING
60.625 1+02+1+02+113 1+02+1+C2+1 3 I+C2+1+C2+1t3 1+CZ+1+C2+1131+02+1+C2+132+C2+11 3DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
64.000 1+C2+1+C2+113 1+02+1+C2+1 3 1+02+1+02+13 1+C2+1+C2+13 1+C2+1+C2+113 2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
60.000 1+C2+1+02+1'3 1+C2+1+C2+1.3 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+2+C3+11 3 25 314"MAX.FROM CORNERS.
i I JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C.
63.OD0 f+C2+1+C2+113 1+C2+1+C2+113 1 1+C2+1+C2+113 1+C2+1+C2+1 311+02+1+r,2+113 1+C3+2+C3+1'3 TABLE KEY:
7 000' 38.375 1+C2+2+C2+1 2 1+C2+1+C2+112 I 1+C2+2+C2+112 1+C2+2+C2+12 11+C2+2+C2+112 1+C2+2+C2+112 X O X
i 1+C3+4+C3+1 3 -ANCHOR QUANTITY PER JAMB
48.000 1+C2+2+02+113 1+02+1+02+113 1+C2+2+02+113 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+113
50.625 1+C2+2+02+1 3 1+C2+1+C2+1t 311+02+2+C2+1.3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY.
54.000 1+C2+22+C2+1)_3�1+CW,+C:2+1 3 1+C2+2+C2+1 3 1+02+2+02+11 3 1+C2+2+C2+1 3 1+C3+2+C3+11 3 A CLUSTER OF(3)ANCHORS CENTERED
60A00 [1+C2±2+02+1:3)1+C2+1+C2'*1 3 r1+02+2+C2+1L ,i G2+2tC2+11 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS(1)
c;ym,� 2 1 ANCHOR AT EACH OPERABLE VENT
63.000 +C2+2+C2+11 3 1+02+1+C2+1,311+C3+2+`C3+1!3 1+03+2+03+11 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION.
84.OX x 38.376 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 F2 1+02+2+C2+112 1+C2+2+C2+1,2 1+C2+3+02+11 2 (12)ANCHORS TOTAL AT HEAD AND SILL.
48.000 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1,3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING)
60.625 1+C2+2+C2+113 1+02+2+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1.3 1+C2+2+C2+1 3 1+C3+3+C3+1 3
54.000 1+C2+2+C2+113 1+02+2+C2+1 3 1+C2+2+02+1.3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+04+3+C4+1 3 25 314'max.
'- -I 1---3"MIN.
60.000 1+02+2+C2+1,3 1+C2+2+C2+113 1+C3+2+C3+113 1+C3+2+C3+113 1+C2+2+02+1 3 1+C4+3+C4+1 3
63.000 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C3+2+C3+11 3 1+03+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 9"REF. X O X
T PRODUCT'REVISED
106.375X38.376 1+C2+2+02+112 1+02+2402+1 12 1+C2+3+C2+112 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+4+C2+112 I es,Id, ingwilhthe Florida
Building Cada
48.000 1+C2+3+C2+1 3 1+C2+2+C2+1.3 1+c3+3+C3+1 3 1+C3+3+03+1`311+C2+3+02+113 1+03+4+C3+11 3 MTG.RAIL,TYP, Acceptance No I -o51q.�21
50.625 1+C2+3+C2+1 3 1+02+2+02+1 3 1 1+03+3+C3+1 3 1+C3+3+C3+11 3 1403+3+C3+113 1+03+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS F p'.....Dale
54.000 1+03+3+03+li 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C4+4+C4+1.3 (SHOWN IN TABLE KEY ABOVE) °y
Miami nde roduct Vo
60.000 1+C3+3+03+113 1+C2+2+C2+1 3 1+04+3+C4+113 1+C4+3+C4+114 1+C3+3+C3+113 1+C4+4+C4+1t3
63.000 1+03+3+03+113 1+C2+2+C2+1j3 1+ 1+C4+3+04+1 4 1+C4+3+C4+1 3 1+C5+4+C5+113 25 3/4'MAX.
I-1 1/2"TYP.
C4+3+C4+1 3
111.000x 38.375 1+C2+3+C2+112 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 2 1+C2+4+C2+1 2 1---3"MIN. 111
48.000 1+C2+3+C2+i 3 1+C2+2+C2+11311+C3+3403+113 1+03+3+C3+1`3 1+02+3+C2+1 3 1+C3+4+C3+1 3 1' .1-
9"REF. .0
�� + ........^i. C
50.625 1+02+34C2+113 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 •, P
64.000 1+03+3+C3+1,3 1+C2+2+02+1 $+C3+3+C3+1j3,1+C3+3+C3+1 3 1+C3+3+C3+13 1+C4+4+C4+1 3 , 5070560.000 1+C3+3+C3+1 3 1+C2+2+C2+11 +C4+3+C4+1 3 1+C4+3+C4+1 4 11+C3+3+C3+1 3 1+C4+4+C4+113 MTG.RAIL,TYP.
63.000 1+G3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C6+4+C5+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS .,., (� �•
...�J . 7
L.M. 6714/15 F NO CHANGE TH13 SHEET (114-112-114)
(7 s TA L I
Pl.dgy, R,W,r• 1070 TECHNOLOGY DRIVE ANCHORAGESPACING,XOX 1/4-1/2-1/4 ; �.'••.•F7t,;,1o�,.••�1�:�
J.J. 10/f7/11 E NO CHANGE THIS SHEET N.VENICE,R 34275 F�j�®® 7'" 'i����^ "'•••'
""a P.O.BO%1529 ='�-a� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ;'/0 41m
JR. a 64"11 a.aa DED IO CAP TO +30FTNOTE NOKOMIS,FL34274 WsiblyYete-_ H" ALYNN'tX1.6k,P.E.
_F.Kw.. 1/18708 J.J. 3ma= HR710 NTS 8 d 11 4127-10 F P.E.p 58705
ANCHOR QUANTITIES XOX 113-1/3.1!3 WINDOWS TABLE 5 NOTES:
GLASS TYPES A.B,G,H GLASS TYPES C,D,E,F,I,J,K,L
ANCHORTYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC I 1,CONC 1.ANCHOR TYPES:
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE•FLEX 3-#12 STEEL SCREWS(G5)
1rn N
1N1N �N 2.GLASS TYPES:
WINDOW SIZE HEAD&SILL HEAD&SILLS HEAD&SILL HEAD&SILL °� HEAD&SILL T HEAD&SILL, A.5116"LAM/-(1/8"A,.090,118"A) D FOR INSTALLATION IN THE HVHZ ABOVE 30
IN1� 1� B.5/16"LAM]-(1/8"A,.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A
48.000x 38.375 1+02+1+02+112 11+02+11+02+1112 1+02+1+C2+1 2 1+C2+1+C2+1 i 2 1+C2+1+C2+11 2 1+C2+1+C2+1I 2 C.5116"LAM/-(118"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
48.000 1+02+1+C2+11,3 1+C2+1+C2+11 3 1+02+1+02+113 1+02+1+02+113 1+C2+1+02+11 3 1+D2+1+02+1 3 D.7116"LAM/-(3/18"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7/16"LAM[-(3/16"A,.090,3/16"HS)
50.625 1+C2+1+C2+113 1+02+1+02+113 1+02+1+C2+113 1+C2+1+02+1 3 1+C2+1+02+11 3 1+C2+1+C2+1j3 F.7/16"LAMI-(3/16"HS,.090,3116"HS)
54.000 1+C2+1+C2+1'3 1+02+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+C2+11 3 1+C2+1+02+1.3 1+02+1+02+11 3 G.13116"LAMI IG-1/8"OR 3/16-A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A)
60.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+02+1 3 1+C2+1+C2+1!3 1+C2+1+C2+11 3 H.13(16"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,118"HS)
I. 13116"LAMI IG-118"OR 3116'A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8'HS,.090,1/8"HS)
63.000 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+02+1+C22+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 J.13/16"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3116-A)
53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+02+1+C2+1<2 1+C2+1+Cx+1•;2 1+C2+1+C2+1�2 K.13/16"LAM/IG-1/8"OR 3/16"A(MIN.),3/16'OR 1/4-SPACE,7/18'LAMI-(3/16-A,.090,3116"HS)
48.000 1+02+1+02+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+C2+ti 3 L. 13116"LAMI IG-1/B"01131116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116-HS,.090,3/16"HS)
50.625 1+C2+1+C2+113 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
54.000 1+C2+1+C2+11 3 1+02+1+02+113 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
60.000 1+C2+1+C2+1j3 1+C2+1+02+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i3 1+C3+1+C3+ti3
63.000 1+C2+1+C2+1 j 3 1+C2+1+02+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+11 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE
60.000x 38.375 1+C2+1+02+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+02+1+C2+112 1+C2+1+02+11.2 1+C2+1+C2+1 2 25 314"MAX.FROM CORNERS
1 1 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C.
48.000 1+C2+1+C2+113 1+C2+1+02+113 1+C2+1+C2+1 3 1+02+1+C2+1.3 1+C2+1+C2+11.3 1+C2+1+02+113 TABLE KEY:
50.625 1+C2+1+C2+1 3 1+C2+1+C2+113 1+02+1+C2+1 3 1+02+1+C2+1 13 1+02+1+02+113 I+C2+1+C2+113 X O X
54.000 1+C2+1+C2+11 3 1+02+1+C2+1`3 1+C2+1+02+113 1+C2+1+C2+1'3 1+C2+1+C2+ij 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 �-ANCHOR QUANTITY PER JAMB
60.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+03+1+C3+1 3
63.000 1+02+1+C2+ti 3 1+C2+1+C2+1 i 3 1+02+1+C2+11 3 1+C3+1+03+1 3 1+C2+1+02+1 j 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF(3)ANCHORS CENTERED
66.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1j 211+C2+1+02+1 2 1+02+1+C2+1 2 1+C2+1+02+1,2 ON EACH MEETING RAIL PLUS(1)
48.00D 1+C2+1+C2+113 1+02+1+C2+113 1+C2+1+C2+1 311+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+113 ANCHOR AT EACH OPERABLE VENT
60.625 1+02+1+02+1.3 1+C2+1+C2+11 3 1+C2+1+C2+1 311+02+1+02+1.3 1+C2+1+C2+1 3 1+C3+1+C3+11 3 PLUS(1)ANCHORS AT FIXED SECTION.
54.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 311+C2+1+02+113 1+02+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL.
60.000 1+C2+1+C2+1,3 1+C2+1+C2+1 i 3 1+C2+1+C2+1j 311+030+03+113 1+C2+1+C2+1'311+r-3+1+03+1 3 (3"MIN.O.C.ANCHOR SPACING)
63.000 1+02+1+02+113 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+03+1+C3+1'3 1+C2+1+C2+1 3 1+C3+1+C3+113
74.OGOx 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+112 25 314"MAX.
48.000 1+C2+1+C2+113 1+02+1+02+113 1+C2+1+C2+1 3 1+C2+1+02+113 1+C2+1+C2+113 1+03+1+03+1 31-3'MIN.
60.625 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+113 1+C2+1+C2+1'3 1+C3+1+C3+1 3
64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+02+113 1+C2+1+02+1 3 1+03+1+C3+1 3 9"REF. X O X
� , PRODUCT REVISED
1+C3+1 3 1+C3+1+03+113 1+02+1+02+113 1+C3+1+C3+13 m-.P]Yinga0hthe
Florida
63.000 1+02+1+C2+1 13 1 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+03+1]3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 lluildingCoda
84.000x 38.375 1+C2+1+C2+1i 2 1+C2+1+02+1.2 1+02+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+1 2 1+02+1+C2+1 2 MTG.RAIL,TYP. Acccprallcc No
48.000 1+C2+1+C2+1i3 1+C2+1+C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3
EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS
SHOWN IN TABLE KEY ABOVE °y
60.626 1+02+1+C2+1 311+02+1+02+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 311+C3+1+03+1 3 � Mie i ada Product COntr
64.0DO 1+C2+1+C2+113 1+C2+1+02+11 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+11311+03+1+C3+1131
60.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+114 t+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAX.
1 1/2"TYP.
63.000 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+114 1+C3+1+C3+1 3 1+C4+1+C4+1 4 }511111111
I�--3'MIN.
86.437x 38.376 1+02+14C2+112 ;-+02+1+C2+112 1+02+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 \�.�`OrY( 1:...,
48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 31+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"R� X O X 1.
48.000 '•.`.P
60.626 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1i3 1+02+1+C2+1 3 1+0,3+1+03+1 3 :is%
64.00D 1+C2+1+C2+113 1+C2+1 1+C3+1+C3+1 3 1+03+1+C3+113 1+02+1+02+1,3 1+C3+1+C3+1 3 _- ",' No.58705
60.000 1+02+1+C2+li3 1+02+1+C2+113 1+C3+1+C3+113 1+C3+1+C3+114 1+C3+1+C3+113 1+C4+1+C4+1 4 MTG.RAIL,TYP,
63.000 1+03+1+C3+11 3 1+02+1+C2+11 3 1+03+1+C3+1 3 1+03+1+C3+114 1+C3+1+C3+1{3 1+CA+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS - ;},':�" 7 f 7i
S ATF F bJ
LM. 5114'116 F NOCHANOETHIS SHEET ANCHORAGE SPACING XOX(113-113-113) ��• Rorlv!;.•'�C>�,`
e",yb.,� 1070 TECHNOLOGY DRIVE " .
J.J. 10/!7/11 E NOCHANDETHISSHEET N.VENICE,FL 34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��'�'"I,I dI1;�\`��
J.R. 620/11 D ADDED IG CAP TO BE TEMPERED +30FT NOTE. P.O.09X 1528
NOKOMIS.FL 34274 V4/bly Better Bi1` °°i aa9 1--4127-10 "'" A.LYNN MILLER P.E.
°""""}'�'� °14i' HR710 NT3 9 d 11 F P.Ep%705
F.K. Z2WO J.J. 3/13/06
ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES:
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES:
ANCHOR TYPE 2,3,WOOD 2,CONIC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
t� N 2.GLASS TYPES:
WINDOW SIZE 'm y m a J (°0 _j k m "� i m Q� rD A.5/16"LAMI-(1/8"A,.090,1/8"A) D FOR INSTALLATION IN THE HVHZ ABOVE 30
(`A V) I to ILI 2 B.5/16"LAMI-(1/e"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
W v = °b _°a =c6 1 = a6 E z"6 • _ 06 ' C.5116"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE OF AND
D.7/16"LAMI-(3116"A,.090,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED.
37.000 x 38.375 1+132+1 2 1+02+1 2 1+C2+1 r 2 1+C2+1 2 1+102+11 2 1+C2+1 2 E.7/16"LAM[-(3116"A,.090,3116-HS)
48.000 1+C2+1 3 1+C2+1 3 1 1+C2+1 1 3 1+C2+1 1 3 1+C2+11 3 1+C2+1 3 F.7116"LAMI-(3116"H5,.090,3/16"HS)
50.625 1+C2+1 3 1+C2+1 3 1+C2+113 1+C2+1 t 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(118"A,.090,1/8"A)
H.13/16"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,1/8"HS)
54.000 1+C2+1 3 1+C2+1 3 1+C2+1• 3 1+C2+11 3 1+C2+1 t 3 1+C2+1 3 I. 13/16"LAMI IG-1/0"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5116"LAMI-(118"HS,.090,11W HS)
60.000 1+C2+1 3 1+C2+1 3 1+C3+1, 3 1+C2+11 3 1+02+1 i 3 1+C3+1 3 J.13116"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3116"A)
K.13/16"LAMI IG-1/8"OR 3/76'A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3116"HS)
63.000 1+C2+1 3 1+C2+1 3 1+C3+1 I 3 1+C2+11 3 1+C2+1 i 3 1+C3+1 3 L. 13116"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS)
48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 1 2 1+C2+11 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
48.000 1+C2+1 3 1+C2+1 3 1+C2+1{ 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+C2+1 3 1+C2+1 3 1+C3±11 3 1+C2+11 3 1+C2+1i 3 1+C3+1 3
HEAD 8 SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1{ 3 1+C2+1 i 3 1+C3+1 3 18 3/4"MAX.FROM CORNERS.
60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 1+C2+1: 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C.
63.000 1+03+1 3 1+C2+1 3 1+C3+1 3 1+C3+11 3 1+C2+11 3 1+C3+1 3 TABLE KEY: O X
53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1; 2 1+C2+1 1 2 1+C2+1, 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB
48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+1{ 3 1+C3+1 3
50.625 1+C2+1 3 1+C2+1 3 1+C3+1, 3 1+C2+1 3 1+C2+1 j 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF(3)ANCHORS
54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 1 3 1+C2+1 i 3 1+C3+1 3 CENTERED ON THE MEETING RAIL
60.000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1 4 1+C2+1 1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE
63.000 1+C3+1 4 1+03+1 3 1+C4+11 3 1+C3+1 1 4 1+C3+1 l 3 1+C4+1 3 VENT AND FIXED SECTION. (7)
I ANCHORS TOTAL AT HEAD AND SILL.
60.000 x 36.375 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+1 j 3 1+C2+1 2 2+C2+2 2
48.000 1+C2+1 3 1+C2+1 3 2+C3+21 3 1+C2+1{ 3 1+C2+1': 3 2+03+2 3 (3"MIN.O.C.ANCHOR SPACING)
50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+11 3 1+C2+11 3 2+C3+2 3 18 3/4"MAX.
54.000 1+C3+1 4 1+C2+1 3 2+C3+2' 3 1+C3+1{ 4 1+C2+11 3 2+C3+2 3 j -►I�3"MIN.
60.000 1+03+1 4 1+C3+1 3 2+C4+2t 4 1+C3+1' 4 1+C3+1i 3 2+C4+2 4 J- i
9"REF. X O
63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 - _- PRODUCPRE•VISED
66.000 X 38.375 2+C2+2 3 1+C2+1 2 2+C2+21 3 2+C2+21 3 1+C2+1 2 2+C2+2 3 m complying with the Fknidn
MTG.RAIL Building Code
48.ODO 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+2I 4 1+C2+1 3 2+C3+2 3 Acceptance No 15-0511 f�)
50.625 2+c3+z 4 1+C2+1 3 2+C3+21 3 2+C3+21 4 1+c2+1 3 2+C3+2 3 EXAMPLE CLUSTER W!QTY.OF(3)ANCHORS Ea Dato OO LG
54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+2t 4 1+C2+11 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE °y�
Miam n eProduct Wool
60,000 2+C3+2 4 1+,C3+1 3 2+04+2i 4 2+C3+21 4 1+C3+11. 3 2+C4+2 4
63.000 1+C3+1 4 1+C3+1 3 2+04+21 4 2+C3+21 4 1+03+1! 3 2+C4+2 4 18 314^MAX.
1 1/2"TYP.
74.000 x 38.375 2+C2+2 3 2+02+2 2 2+C2+2i 3 2+C2+2 3 2+C2+2; 2 2+C2+2 3 1 -3"MIN. I l l l l r
48.000 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3+2t 4 2+C2+2 3 2+C3+2 4 9"REF. \\ 101( ...... ..
50.625 2+C3+2 4 2+C2+2 3 2+C3+2i 4 2+C3+2 4 2+C2+2; 3 2+C3+2 4 X g ,,• o(cerls�
54.000 2+C3+2 4 2+C3+2 3 2+C4+2' 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 MTG.RAIL _= No.56705
60.000 2+C3+2 4 1+03+1 3 2+C4+2 4 2+C3+2 5 2+C3+2I 3 2+104+2 4 1
63.000 2+C3+2 4 1+03+1 3 2+C4+2; 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W!QTY.OF(4)ANCHORS n (�IAN
atrnwan"r &-%I c % (�'. I�:�,UJI:
L.M. N/4/16 F NO CHANGE THIS SHEET ANCHORAGE SPACING,OX AND XO WINDOWS '�/�` ;`'•F1Of21DP,.•\�
1070TECHNOLOGY GRNE
J.J. 10/17/11 E NO CHANGE THIS SHEET N.VENICE,FL 34275
�. ALUM.HORIZONTAL ROLLER WINDOW,IMPACT /OfJl�1-
J.R. 620/11 D gDDEOIOCAPTOBE7EMPEREO +90PTNOTE. P.o.BOxtSzs mru a„c q,,,,�,N, ,,,,. 'r I
_ NOKOMIS,FL 34274 Virtb Better A LYNN MILL�R,P.E.
F.K. 2!18/06 J.J. 3!13/08 HR710 NT$ 10 - 11 4127-10 F P.EA 58705
(�---�—1 314"MIN.E.D.TYP. NOTES:
MIN.3.4 KSI I II 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 114"ELCO
CONCRETE 1"MIN,EDGE NOTE 3 13/8" TAPCONS EMBEDED 13/8"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM
MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD.
: NOTE 1
1x WOOD "' 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1/4"SS4 CRETE-FLEX WITH
BUCK, —` #12 TRIMFIT HEAD.
NOTE 3
_ 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
j 1/V 1/ Q THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
*5 MAX. MAX.JJJ CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1l2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
r1 SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
CONCRETE WOOD
ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM
NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
Xe1�i�C'A'LRFLYANGEgF.RAMEjHEADiSE°TIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIAARE MET,THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORANCHOR TYPE 2 MAY BE USED.
1/4"
6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
SHIM 1318" 1/4'MAX.SHIM 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
IT�I MIN. I I (1.5 KSI CMU)
OR 2-112"MIN.EMBEDMENT
O PER NOTE 1
(3.4 KSI CONCRETE)
WOOD CONCRETE i � 0
ANCHOR, t ANCHOR, •-
EXTERIOR INTERIOR
NOTE 2 1"MIN.EDGE NOTE 1 r a,"MIN/E.D (HEAD&SILL DETAILS A,B,C,D76
8 H) �1
� ".. .. TYP. 5^1
2x WOOD BUCK,NOTE 3 Ix WOOD BUCK,NOTE 3 LR SEE NAILING
INTERIOR 5/B°MIN.EDGE
DETAIL E DETAIL F (JAMB DETAILS E,F&1) —�
rr EXTERIOR
T:YPIC9[ F.LANGEF�RP�MA" GTI NS518"MIN.
15 L--717 —
CONCRETE WOOD DETAIL H (HEAD)
ANCHOR, ANCHOR,
NOTE 1 NOTE 2 NAILING
.131 DIA.MIN.x 2 112"NAIL
AT CORNERS AND 5"O.C. O PRODUCTREVISED
TYPICAL DETAILS G,H&1. Q s complyingwith theFde
Builduig Codc
1/4" 1/4" ncccptanccxul5-O5
I �O�j
MAX. MAX. 'cpirnlion Dalt 2
SHIM SHIM B
/8"MIN.EDGE
SEE
Mi Dada Product Contro
•NO ET 1 '0 1 3 8/MIN. NAILING Q
1 314"MIN. 2-1/2°MIN. -ITSEE NAILING \\��ONV LYNN ,
MIN.3.4 KSI E.D.TYP. 2x WOOD 1:'1y11y.EbGE �S�.•'�1c;erls�'•.rp %
CONCRETE DETAIL C BUCK, DETAIL D 2-112"MIN.EMBED >r
NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) N..56Tns
TiYPLGAL FLANGErF.RAMESILL SEC1Ti0 S TYPICAL INTEGRAL FIN FRAME SECTIONS = o 7 2 IS rfy
Rsraaq, o"m� o."1ac '. STAT //.�
L.M. 6114/16` F CORRECT OPTIONAL BUCKNOTETOINCLUDECMU ANCHORAGE DETAILS 'CORIt�N•.•'' \�
en4tuu 1070 TECHNOLOGY DRIVE r)`
J.J. 10/17/11 E NOCHANGE THIS SHEET N.VENICE,FL 34275 lee iFS.' ��•`
R"Ndait• —�„�— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ' �
J.R. 8120/11 D NO CHANGE THIS SHEET P.O.Box 1520 e� g,,,r v1� a"" I1
Dw C NOKOMIS,FL 34274 Visibly Bette A LYP.E#587 R%P.E.
FA. ?128106 J.J. 3/23.106 HR71D 1—Haff 11 d 1i 4127-10 F P.E.q 58705