HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
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FL# FL -R2
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Code Version 2014
Application Status proved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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 09/17/2015
Date Pending FBC Approval
Date Approved 09/20/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/11/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 jSGD-670(Nan-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes LL251 R„7.6 C CAC 14-0173;11„pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 14-0123.11.0f
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In Z:Yes FI.251 R26 C CAC 15-0106.07 HP.pdf
Approved for use outside Quail t iration Date
Impact Resistant:No /2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(N for FL251 R26 iI 15-0106.07 HP.ndf
product performance information,anchorage details,and anch type, Verified By:Miami-Dade BCCO-C
size,and spacing information. Created by Inde en arty:
eportS
Created by Independent Third Party:
251.3 ISGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.11.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 f126 It 15-0609.11.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 14-0128.11 Door.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 14-0128.11 Door.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 jSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design.Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0106.08 HP LM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 ISGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 15-0106.09 HP SM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.12.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 15-0609.12.ndf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf
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 Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT I5-0609.10 DR.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/11/2016
Florida Building Code Online Page 3 of 3
• Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0409.02.ndf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0612.06 LM.edf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0612.06 LM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R21 __CAC 1.5-0612.07 SMlff
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI,751R?.IT 15-0612. S,M .df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade 8000-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes F.251. R26 C CAC 15-0409.04.Odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2016
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2.6 II 15-0409.04.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 1226 IT 15-0409.02.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
.........._—_—._.___._._._._........................ ........._. Created by Independent Third Party:
iii ;
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
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:
® fiE_ OW
SecUrltym in iticE
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/11/2016
M1AM1•DADE ALIAi4II--DADE COUNTY,FLORIDA
0 PRODUCT CONTROL,SECTION
DEPARTMENT OF REGULATORY AND ECONOI.IIC RESOURCES(RER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) Nvmv.miamidade.gov/economy
PGT Industries,Inc.
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 Florida Building
Code,including the High N e lurric, Zone.
DESCRIPTION:Se s"670 HP"Aluminum Sliding Glass Doors w/Reinforcements-N.I.
APPROVAL DOCU ,
sheets 01 through 10 of 10,prepared by manufacturer,dated 08/05/07 and last revision"D"dated 03/02/15,
signed and sealed by Lynn Miller, P. E., bearing the Miami--Dade County Product Control Section Renewal
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATIG: None.
LABELING: Each unit shall permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
REVISION 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 alter 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 renews NOA No. 11-1018.18 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 Jaime D.Gascon,P.E.
NOA No. 15-0106.07
MIAMLOA®LINTY Expiration Date: March 2A,2020
Pagel
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
X. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0003, titled "Series 670 H.P. Aluminum SGD - N.I.", sheets 01
through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revision "D"
dated 03/02/15,signed and sealed by 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 Aluminum Sliding Glass
Door(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7825,dated 06/10/2014, signed and sealed by Idalmis Ortega,P.E.
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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked--up drawings and installation diagram of Aluminum Sliding Glass
Doors XOOX & XO, both prepared by Fenestration Testing Laboratory, Inc., both
Test Report No FTL-5987 and FTL-5995, dated 08/10/09, both signed & sealed by
Julio Gonzales,P. E.
(Stibinilted under-pi-eviorrs NOA No. 09-4826.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"'
Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by
Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04/4D9
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jaime D.Gascoii, .i;.
Product Control Section supervisor
NOA No.15-0106.07
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5'"Edition(2014), issued
by manufacturer,dated 12/31/14,signed and sealed by Lynn Miller,P.E.
2. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc.,dated 06/10/14,signed and sealed by Idalmis Ortega,P.E.
3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
01/27/15 and filed by the Secretary of State.
4. Statement letter of conformance to and complying with FBC 2010, issued by
manufacturer,dated 10/11/11, signed and sealed by Lynn Miller,P. E.
(Submitted under Previous NDA No. 11-1018.18)
5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11,
signed and sealed by Lynn Miller,P.E.
(Submitted tnrde)-previous NOA No. 11-1018.18)
6. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming firll professional and legal responsibility for all
engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by
Lynn Miller,P.E.
(Submitted under previous NOA No. 11-1018.18)
7. Laboratory compliance Ietter for Test Reports No.'s FTL-5987 and FTL-5995, both
issued by Fenestration Testing Laboratory, Inc., dated 08/10/09; both signed & sealed
by Julio Gonzales,P.E.
(Submitted ander-previous NOA No. 09-0826.14)
8. Proposals No.'s 08-0452-A, -B and -C all issued by the Product Control, dated
07/22/09, signed by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 09-0826.14)
G. OTHERS
1. Notice of Acceptance No. 11-1018:18, issued to PGT Industries, Inc. for their Series
"670IIP Aluminum Sliding Glass Doors w / Reinforcements - M.", approved on
12/15/11 and expiring on 03/21/15.
Jaime D.Gascon,P.
Product Control Section Supervisor
NOA No.15-0106.07
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-2
GENERAL NOTES: SERIES 670 H.P. NON-IMPACT SLIDING GLASS DOOR
1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART(PSF)
4AF1)LITE OF 3116"TEMPERED GLASS+5/8"AIRSPACE+(1)LITE OF 3116"TEMPERED GLASS. SEE TABLES 1 &1A,SHEET 4
G2A-1"I.G.:(1)LITE OF 1/4"TEMPERED GLASS+112"AIR SPACE+(1)LITE OF 1/4"TEMPERED GLASS.
2.DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1306.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
3.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR NOA DRAWING MAP
ANCHORAGE DETAILS SEE SHEET 6.
4.SHUTTERS ARE REQUIRED. SHEET
5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALA1.4T. GENERAL NOTES.............1
6.REFERENCES:TEST REPORTS FTL-5987 AND FTL-5995,DATED 08/07/09 AND FTL-7825. ELEVATIONS......................2
ELCO TEXTRON NOA,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL GLAZING DETAILS............3
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH ANCHORAGE.....................4-6
VELOCITY HURRICANE ZONE(HVHZ). DESIGN PRESSURES.......4
8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE. ELEVATIONS.....................7
9.CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH A MAXIMUM OF FOUR 4 FT.NOMINAL WIDE DOOR PANELS. CONFIGURATIONS...........7
SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7, VERT.SECTIONS..............8
D.L.O.WIDTH=NOMINAL PANEL WIDTH-7"
HORIZ.SECTIONS............8
D.L.O.HEIGHT=NOMINAL PANEL HEIGHT-8.25" PARTS
PAS LIST.......................g
EXTRUSIONS....................10
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5.6:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"OR 5/16"ULTRACON(FORMERLY TAPCON)CONCRETE
SCREWS OR 1/4"ELCO SS4 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5). 114"ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS.
3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD
BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BFB DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL
MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS
SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES
USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1,SHTS.4,FOR ANCHOR TYPE 4 ARE ACCEPTABLE.
5.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY
OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUOSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.
IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY
HAVING JURISDICTION.
Concmte Strength Requirements Masonry Strength Repimmonla PRODUCT RENEWED
o Dla, fo
Ungrountod CMU ASTM GgO escomPlYNB ydhIho Florida O
YP ASTM Gg0 vAlh groin wnlbmring Building Code
2700 psi Aa tazree No /20
Concrete Screw Anc Drape Mln mum a ment an mum Els stenos Re u temente ElCO llllmmn Grouted CMU to Seellane 2105.2.2.1.2 end ro Dery
3 R6N of the FBC. I
Head and Bill Jambe Elco Crete•Flex SS4 1 114" 1 3350 psi Y `
Concrete linGrouted CMU Grouted CMU Miami Uade Product Canlnr
Type Dia. Mln.Emb. Mln.Ed MIn.Emb. Min,Ed Min.Emb. Min.Ed Dellnitions.
114" 1 318 2 112 1 114, 2 72 1 314 2 W I I I
FJco Ullrawn 1 314 1 114 1 114 1 0118 1 31 E b. Embedment Wood Screws(Head,S $Jambe) n. ����� N� LYNN��
E =Edge Distance ,�,0....•......ee
Ora Crete-Flex 554 114° 1 314 2 112 1 114 2 112 Not RecemmeMed Type Min.Fmb Mln.Ed ;��'�,. VIGENSF '<1
Min.=Mlnlmum1 #12 Wood Screw 1 1318• 1 1'
CONCRETE SCREWS STRENGTHS: Eled Crete-Flex SS4 1318" 1• No.58705
FyMIN.=135 KS/ UNLESS OTHERWISE NOTED _ i
Fu MIN.=177 KSIs OF�S 03/02/15 D REMOVED NOAA YEAR OFSTANDARD FROM NOTES GENERAL NOTES AND MAP ' W , T�
J.J. FBC2010CODE CHANGE,SHUTTER NOTE REWSEO f07NOKOM�SFL34ia SERIES 670 H.P.ALUM.SGD-NON-IMPACT RfVE , \SS/ONA1-
SMC 02/'13/!0 B PER MIAMI DADE COMMENTS P.C.BCX 11720 D.r»u art amKoaMnx* a r. A.LV90 MItLA,P.E.
Dormer:Day' crrdw 0r- NOXOIS'F194274 ® SOD670 H.P. NTS 1 ^1 10 POT0003 D P.E.#58705
SMC 08M&D7 RN
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
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APPROVED CONFIGURATIONS : t4..58705 =
ATE Of •:
J. 03102115 RnD NO CHANGE THIS SHEET 4°7o TEcxxOLOOYORNE ?ff.
ELEVATIONS �•'• FLORIOP•'',G���
J.r. 10/11/11 C NOCHANOETHIS SHEET NOK0OXf29SERIES 670 H.P.ALUM.SGD-NON-IMPACT '"',S/ONA\"�C,
SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.a .BOX i52s �w,�,a,t r� �,„t ,,,,,,,,, ,,,,,, J�
NOKOWS,FL 94174 A.LYI�l�MII�.LER,P.E.
SMC 00105/09 RJA �� SODB70 H.P. NTS 2 a 10 PGT0003 D RE#58705
ZOO 3116"TEMPERED 74 ZO1 1/4"TEMPERED
74
82 82
314"NOM. 3/4"NOM.
GLASS GLASS
78 BITE 78 BITE
EXTERIOR
EXTERIOR
54
3/16"TEMPERED-TYPE G1 1/4 TEMPERED-TYPE G1A
2O8 1"NOM. 2O9 1"NOM.
3118°TEMPERED 1/4"TEMPERED
5/8"AIR SPACE –F:; 74
3116"TEMPERED ITE AIRSPACE 74
1/4"TEMPERED
83 83
PRODUCTREMWED
3/4"NOM. as complying veldt the Floclde ��
GLASS 3/4"NOM. Building Code
BITE GLASS Aauplertce No
79 BITE F- is ate I 02
79
M.,,.i Dade Pro uct Control
EXTERIOR
EXTERIOR \\\\Ill 1 I I I
TRUSEAL DURASEAL SPACER \CENSE'
55 TRUSEAL DURASEAL SPACER
1" I.G. -TYPE G2 1" I.G.-TYPE G2A 55 " * N0.58705
' � •. SAT OF
R J. 03/02115 "D NO CHANGE THIS SHEETGLAZING DETAILS ��` '•�wRIDP.•'
Toro TECHNol.00vORroa
JJ will 1 C NO CHANGE THIS SHEET NOKOMIS,FL 34275 TOL
""' P.o.eox�aze SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02/231 0 B PER MIAMI DAOE COMMENTS am.smt sa. — n..Mw n...
NOKOMIS,A34274 a A.LYNN MILLER,P.E.
SSMC 08/05/09 Rel a� SGD670 H.P. NTS 3 a 10 PGT0003 D PEN 58705
61
DESIGN PRESSURE AND ANCHORAGE-REINFORCEMENT-HIGH SILL RISER(4.001) TABLE I.
>HEAD 8 SILL(H&S)INTERLOCK&ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEL
>JAMB ANCHORQTY.
Anchor Types:
3/16"TE PERED(Mono.&I.G.U.) 1) '1/4"ELCO ULTRACON(FORMERLY TAPCON)
GLASS TYPE:G1& 2) -1/4'SS4 CRETE-FLEX
O3N ZU
OU
3fV
113
no*&I.G.U.) 3) '5/16"ULTRACON
GLASS TYPE GIA&G2A 4) •#12 STEEL SCREW(G5) sa
SEE ANCHORAGE NOTES 1&2 ON SHEET 1. HEAVY DUTY ASTRAGAL
UNITHEIGHT HEAVY DUTY STILES
80 84 90 t02 g
v U 62 111 61 66
O Z Z
NOM.PANEL Z Z O O 65
FRAME SIDE U 0
WIDTH 0 0
N � 1; a N '; 88
N N -E
GLASS TYPE-G1,GIA,G2,G2A +90-209.0 +90-209.0 +90-209.0 +90-209.0 +90-205.3 +90-192.5
24 H8S C6+2 C6+2 C7+2 C6+2 C8+2 C7+2#6+26+2 C7+2±It�±
C6+2 C6+2 C8+2 C6+2 C6+2 C8+210 10 10 10 10 12 10 12 10 10 14 10 10 14
GLASS TYPE-G1,GIA,G2,G2A +90-209.0 +90-209.0 +90-197.1 +90-182.6 +90-169,9 +90-159.0 ALL INTERLOCKS TO BE REINFORCED
30 H&S C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2
d` JAMB 10 10 12 10 10 12 10 10 14 10 10 14 10 10 14 10 10 14
GLASS TYPE-G1,GIA,G2,G2A +90-171.0 +90-164.0 +90-157.0 +90-151.0 +90-146.0 +90-136.9
BH&S C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2
36 .2
d JAMB 10 10 12 10 10 12 10 10 12 10 10 12 10 1 10 1 14 10 1 10 1 14
GLASS TYPE-G1 +90-153.0 +90-142.0 +90 428.0. +90-118.0 +90-110.0 +90-104.0
GLASS TYPE-GIA,G2,G2A +90-153.0 +90-142.0 +90-128.0 +90-118.0 +90-110.0 +90-121 A
EH8S C6+2 C8+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2
42 8
d JAMB 10 10 12 10 1 10 1 12 10 10 1 12 10 1 10 12 10 10 12 10 1 10 1 14
GLASS TYPE-G1 +90-140.0 +90-124.0 +90-113.0 +90-103.0 +90 -94.2
G GIA,G2,G2A +90-151.0 +9D-140.0 +90-124.0 +90-113.0 +90-118.5 +90-110.0
O o H& C6+2 C6+2 C8+4 +2 C6+2 C8+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C8+3 C6+2 C6+2 C8+3
48
ODUCT RP.IVBWC
d� JAM 10 1 10 1 12 r 10 1 10 1 12 1 10 1 10 1 12 10 1 10 12 10 1 10 1 14 10 1 10 14 aFlorida �f
DLO WIDTH=NOM.PANEL WIDTH-7"
1,P PRESSURES IN TABLE ARE ON THE USE OF THE 4"SILL. = EXAMPLE ON SHEET 5 paapWncoNo
2.WHEN USING THE 21/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH DLO HEIGHT=NOM.PANEL HEIGHT-8.25" (. OH LENGTH rYnem
TABLE to
THE 3 1/4"SILL,POSITIVE PRESSURES IS 60.0 PSF MAX.(NEGATIVE PRESSURES SILL HT.VS POS.DP OVERHANG Miami Wade Pmdnat Comm
UNCHANGED). SEE TABLE 1A ON THIS SHEET. EHE)GHT
(+)DESIGN
3.2 112",3 1/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION OH LENGTH \t t I I I 1111
LOADRESISTANCE S NOT REQUREDWHEREAS THE 11/2"SILL IS • POSTVE ESIGN PRESSURES SHOWN IN TABLE WA HEGHT AND MUST ONLY BE USED WHERE WATER OH OH HEIGHT �`� V t.. N�j/1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING +46.67 PSF EQUALTO1 �WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION +60,0 PSF OOOR GREATER
IS NOT RATED FOR WATER INFILTRATION. No.66705
4.SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. +1-3 PSF = _
sffNOTESI-3 SEE NOTE 3
5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O 3'5
STATE OF
J SV02115 R D NO CHANGE THIS SHEET DPANDANCHORAGE CHART
�`''• FcoRIOP••'�`;�
R-d . ItpMbine 1070 TEOHNOLO9YDANE Tt� ��`,SiS%•••••••• `�`�
J.J. 10/11/11 C NO CHANGE THISSHEEr NOKOMIS,FI.s4276
w'' P.O. 0X 1628 SERIES 670 Hf.ALUM.SGD-NON-IMPACT
Li
SMC 0=3/10 B PER MIAMI DAVE COMMENTS •-�-••� s� s..e t>'>~vM+ �- A.LYNN MILLER,P.E.
p ,�, a8, p Dab: NOKOMIfi,R 3}774 SODa70 HP. NTS 4 d 10 P�T0003 D P.E.#58705
SMC 8!S/D8
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: 1)114"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"ELCO SS4 CRETE-FLEX 3)5116"ULTRACON 4)#12 STEEL SCREW(G5)
2.ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24"MAX.ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6.
JAMBS.........................6"MAX.FROM BOTTOM AND 21"MAX.O.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4.
SEE CLUSTER DET.,SHT.6
'ANCHORS PER PANEL"ARE THOSEINTERLOCK 3.5"MAX. ASTRAGAL INTERIOR
AT THE HEAD AND SILL BETWEEN 3-1/2"MAX. CENTERLINE O.C. CENTERLINE 8"MAX
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB. ° ° °
2.04"
0 0
I I
24"MAX.O.C. LOCATED ELOW
10 11
8"MAX. —+I CENTER OF PANEL
EXAMPLE OXX ANCHORAGE PLAN: C5+3 HEAD&SILL ANCHORAGE(3 PANEL,2-TRACK EXAMPLE SHOWN)_(16)ANCHORS TOTAL
(3)PANEL, 48"x 96"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 1 &2 IN CONCRETE SUBSTRATE EXTERIOR
----------------------------------------------�.
C8+3= 36
C8 3 3 C8
x x xxx x xxx x
% x x%x x x % x x x%
10 x % (14)ANCHORS
M x x x x 21 PER JAMB(SEE
x x MAX.O.C. SHEET 6 FOR
CLUSTER O.C. PaoouCTReNeWeD
ac complying with the Plodda
x" SPACING) Buildinsc°dc 6�
x Acceplence N°
x x x xx xx x "M
i Daze O?.L
xxxxx z x„zx x xxxx x x -
1 -- �— 24"MAX Miemi Dode u�t Conaol
"MAX.,TYP. I� C.L.ASTRAGAL
1911/2”MAX.
EXAMPLE OXXO ANCHORAGE PLAN: `� ' flceNsc
(4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE
` � No.58705 '
v int; -•7�
Rmd Oefe: RMMx ew6e''� �Q••' 3T.K S��IS
J& 03/02/15 D NO CHANGE THIS SHEET ANCHORAGE SPACING&EXAMPLE PLANS
'�C� ''•FCORfDP,••' ����`
J.J. 10/11/ii R C NO CHANGETHI3SHEET 10 NOKOMIS,L342770 S n�FNG��\
as R"NOxu• SERIES 670 H.P.ALUM.SGD-NON-IMPACT , „111
SMC 07123/10 B PER MIAMI DADE COMMENTS P.O.BOX 1529 sae �.,c °,,,c,,,, ,,,,;
NOKOMI$,FL 94274 u(C ® A.LYNN MILLER,P.E.
SMC 08105/09 _1117 mb SOD070 H.P. NTS Jr d '(0 PGT0003 D PRA 58705
EXTERIOR INTERIOR - \ iASTRAGAL OR i-INT ASTRAGAL OR
3.50" % I INT. INTERLOCK t I INTERLOCK I
(ALL VERT.SECTIONS) 1` t t i 1
� I CENTERLINE � � � CENTERLINE
ALL DIMENSIONS SHOWN I t i 7"MIN. i 7"MIN.
I
4.051" t 1.75"MIN. t i 1.75"MIN. j
ARE BASED ON MINIMUM + t t 1
ALLOWED. 21/1fi"O.C. �� i O.C. t i i
2x WOOD BUCK TYP.,SEE -
I"MIN. ANCHOR NOTE 3,SHT.1 2.04"i 2.04"
E.D.TYP. TYPICAL JAMB CLUSTER { . ► 03.50"MIN. 3.50"MIN. t
FOR DETAILS"D"&"E"
L----------------------------- -----------------------------------�
EXT 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK
13/8"MIN. 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER
SEE CHART,SHT.1 _______________________
1/4" t INT. ASTRAGAL OR
MAX. INTERLOCK t
SHIM 1/4"MAX.SHIM y i II CENTERLINE
WOOD ANCHOR TYP.,SEE 1x WOOD SEE CHART, I 7"MIN. t
t
ANCHOR NOTE 2,SHT.1 ° 3.50"SHT.1
DETAIL A,2-TRACK W/SCREEN FRAME HEAD BUCK TYP., i MIN. t
SEE ANCHOR y'
WOOD INSTALLATIONY_
NOTE 3,SHT.1 ;•+�+ �� j
CONCRETE ='+•' ' i 2.04"1
t I
ANCHOR TYP., t e
1"MIN. 4.051"
SEE ANCHOR 2 i i
2 1116"O.C. NOTE 1,SHT.1 �------------------------------
-_-�
E.D.TYP. 2-TRACK,ASTRAGAL/INTERLOCK
`j':•.;t:• ONCRETE ANCHOR CLUSTER-C7
el3f8"
EXT. I MIN. Ems' DETAIL D,2-TRACK FRAME JAMB 21/16"O.C.
L CONCRETE INSTALLATION S CHART,SHT.1
1/4" r ..-..
_I •..y.•. :.
2x WOOD BUCK TYP.,SE 1x WOOD ::'•;::. ;'-
MAX. !t.• is ..._.. SEE CHART,
SHIM
ANCHOR NOTE 3,SHT.1 BUCK TYP., :a.•;,°;, ': SHT.1
WOOD ANCHOR TYP.,SEE SEE ANCHOR EXT.
ANCHOR NOTE 2,SHT.1 NOTE 3,SHT.1
DETAIL B,2-TRACK FRAME HEAD 1/4" ONCRETE
WOOD INSTALLATION MAX
1 3/8"M IN. SHIM
WOOD ANCHOR TYP.,SEE 1/4"MAX.SHIM 1"MIN ONCRETE ANCHO TY .,
ANCHOR NOTE 2,SHT.1 I E.D., SEE ANCHOR NOTE 1,S T.1
TYP. DETAIL F,2-TRACK FRAME HEAD PRODUCr BENOWED
2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION n weaplyfi%with the Florida
1/4"MAX. ANCHOR NOTE 3,SHT.1 OnildW Cede 15- Q
AcaptoonJ No u.sLi/
(SEE ANCHOR 114"MAX /16"O.C.,TYP. B on Date
NOTE)SHT.1) "
2 1/16"O.C. (SEE ANCHOR
WOOD ANCHOR NOTE 5,SHT.1) fCONCRETE Miami Dade P uaControl
EXT. I TYP.,SEE ANCHOR
NOTE 2SHT1 EXT. ' "
~n' 1318"MIN. , . ttiti111
2 W D BUCK TYP.,SEE r ti :i•;;;.• ;".;' r.• ;,•: EE CHART, \�� N�LYNN M/(�
1"M I ';.• ,: 0.• F %
21/16" I� EXT. A H R NOTE 3,SHT.1 SHT.1 ��,•�1GENSF ''•• Q
O.C.,TYP. E.D" DETAIL E 2-TRACK FRAME JAMB " =a
TYP. CONCRETE AN TYP.,
DETAIL C.2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR E 1,SHT.1 BE CHART, , 4 NO.58705
WOOD INSTALLATION DETAIL G,2-TRACK FRAME SILL SHT.1
CONCRETE INSTALLATION ,-p•, 4=
'A. 3(02/16 �D NO CHANGE THIS SHEET � '� '7 I
nenwu f070TECHNOLOOYORNE &NCH EXAMPLE ERS '-�,�,'•., FLpRio P••''���
J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,FL34'6 SERIES 670 H.P.ALUM.SGD-NON-IMPACT 'S/0NN,,ol"'
SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.BQX 1678 t i t t t
a."n er oxr q,adaf ooh: NOKOMIS,FL 3CT74 ® SOD&70 H.P. NTS 6 d 10 PGT0003 D A LYREA 58705
PE
SMC 0&/115/00 RJq
PANEL LETTER DETAIL W OR-L',SHT.8& NOTE:
K SINGLE ANCHOR DETAILS'D'& 1.MAXIMUM NOMINAL
LOCKSTILE
INTERLOCK 'E',SHT.6 'rDETAIL'J',SHT.8 PANEL WIDTH FOR ALL
A PANEL CONFIGURATIONS
INTERLOCK LOCKSTILE �% )^� -1 —� EQUALS 48"
ASTRAGAL DETAIL'M',SHT.8 J v DETAIL T,SHT.8&
D LOCKSTILE SINGLE EXTERIOR ANCHOR DETAILS'A','B'&
INTERLOCK 'F',SHT.6
191 1/2"MAX.WIDTH
M LOCKSTILE SINGLE
INTERLOCK SEE FIXED
41"MAX. PANEL CLIP
L SINGLE ASTRAGAL D.L.O. DETAIL BELOW
WIDTH
Xewcou
INTERLOCK OUT q (�
LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL
Bo R(mm OUTffc INTERLOCK TYPE I TYPE TYPE I TYPE
N ,R. I ,L, .D, I .P, li,
ASTRAGAL SINGLE 97 7/8"
I I 108"
BoxouO IN INTERLOCK / / A / D.L.O.MAX.
CSINGLE INTERLOCK ASTRAGAL I I HT. TYP.
BoxIA9 I SEE I TYP.
P SINGLE FOXED REINF. I NOTE REINF.
3
INTERLOCK LOCKSTILE
FIXETILE INTERLOCK
R LOCKSTI
T OXXO(2 TRACK) DETAIL'H',SHT.8&J
ASTRAGAL FIXED SEE FRAME&
BoxoUr9 pUT LOCKSTILE PANEL CORNER ANCHOR DETAILS'C'&
T CONSTRUCTION n8 X 1.00" 'G',SHT.6
ASTRAGAL C]� FIXED DETAILS BELOW PH 41OPTIONAL)(OPTIONAL) X 1.26"
Boxavl IN LOCKSTILE
CREW
SFIXED ASTRAGAL
Boxoup LOCKSTILE OUT
SFIXED ASTRAGAL
BOXIN/ LOCKSTILE IN p
PRODUCT RfiNUWL•D
B ild' ingwlUhINc Florida
4 Building Coda
INTERIOR A"`�I wNO
(ALL PANEL TYPES) #10 X
EXTERIOR PH SMS FIXED PANEL M;amiDade I
PANEL CORNER FRAME CORNER
DETAIL DETAIL CLIP DETAIL
HEAD SHOWN,SILL
APPLICABLE NX LYNN
NOTE: NOTES:1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL �� �0,.•" <<F '%
PANEL W IDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR
REINFORCEMENT REQUIRED AT ANCHORAGE DETAILS.
ALL INTERLOCKS. 2.MAX.DLO WIDTH=41"MAX. MAX.DLO HEIGHT=97 7/8"MAX. _' N°''870
3.(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER — rr
(ITEM 103)AT FRAME JAMB OR ASTRAGAL. -O (/t' LC) ILI
RawO abN RMbu V '•',I�
A 0310211 D NO CHANGE THIS SHEET O1°'tl ���'•, i E F
lolorECllNocoornalveRPANEL TYPES/EXAMPLE ELEVATIONS �,((��'•. FLpR�OP,•'\G��
J.J. 10/11/19 C NO CHANGE THIS SHEET NOKOMIS,FL 31276 T� '��i�-ls1s/•" �\`��
sMc o?/23iro B PER MIAMI DADE COMMENTS P.O.BOX 1628 m, cow SERIES 670 H.P.ALUM.SGD-NON-IMPACT
NOXO.BOK
F1529 6a"" a'"ytlNO R^' A.LYNN I.�ILLER,P.E.
SSMC 9wo8 RJA SGD870H.P. NTS 7 - 10 PGT0003 D P.E.a 58705
SEE FIXED PANEL CLIP
62 111 63 61 88 DETAIL,THIS SHEET 14
4 61
s5 113 INTERIOR 5
14
(ALL HORIZ.SECTIONS) 61
e6 122 121 5 EXTERIOR
81 75
113
ALL REINFORCED INTERLOCK 0-11,__ 103 113 e9
DETAIL'J' 112
53 113 106 105 DETAIL'L' ASTRAGAL
2 52 40 DETAIL'M'
52 51 I ATMIDSPAN 51
45 46 DETAIL W(FIXED PANEL) 3'
45 069
48 47 p
52 51 112 3" 0 0 ��—�
53 I DETAIL'P'SCREEN \ T
DETAIL'N'SCREEN 2 DETAIL'O'SCREEN AT JAMB ° 12
AT HEAD AT SILL 9/16"
FIXED PANEL CLIP REQ'D AT TOP
(HEAD)&BOTTOM(SILL)OF FIXED'0"
SILL RISERS OPTIONS aEXTERIOR INTERIOR PANELS.SEE SECTION'J"THISSHT.&
(ALL VERT.SECTIONS) FIXED PANEL CLIP DETAIL ON SHT.7
(SEE D.P.LIMIT TABLE 1A,SHEET 4) 24
23
21
1
19 5
4.055' 113
5' 3'305 71 09
1.587'
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 077/8'
MAX. DETAIL T
25 EXT. DLO RODUCTRENEWCD
22 TYP. scomplying with the Florida
utlding Code_ „�J' �
20 .tame No v
69 Data
16 ly
4.055' 72 OR 73 vimi Dade Product Control
3.305' 71
2.555' 7
111
1.567' 11
LYNN
113 P?.•''�\CENSF'•`e, /:
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 No.58705 r
DETAIL'H1
Rm
J.R.J. 03
03/07/16 D ADDED#71 TO DETAfLS H&I,AND#118 TO DETAIL JQ ATE OF ;•�;
ar.: RMtMarolo7Ecxxao°v°aNe VERTICAL&HORIZONTAL SECTION DETAILS ','��••.,F(ORlO P.•'•G���
J.J. 0. 0/11/11 RnU u. NO CHANGE THIS SHEET NOKOMIS,FL 34275 Tel ii Ss�' ....•'
sMc 02123110 B PERMG1Ml DADE COMMENTS P.o.soxleTe SERIES 670 H.P.ALUM.SGD-NON-IMPACT 0�)qL
tbnnay. prr• prowvy DK NOXOMIS,FL 34771to - _ er.e o.v R" A.LfNI.1idILti�R,P.E.
SMC 08/05/09 sO0970HP. NTS S d 10 PGT0003 D P.E.058705
ITEM PGT Dwg.# PGT.# Description ITEM PGT Dwg.#I PGT.# Description
1 `17308 617306 2-TRACK HEAD 61 17328 1 617326 PANEL STILE(HEAVY DUTY)
2 17303 817303 2-TRACK HEAD WITH SCREEN RAIL 62 17327 617327 INTERLOCK ADAPTOR
5 17314 617314 FRAME SCREW COVER 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK)
6 17317 617317 FRAME HEADIJAMB ADD-ON 64 1729 71729 SILL END WEATHERSTRIP PAD
7 17304 617304 2-TRAGK SILL 65 17328 617328 INTERLOCK SCREW COVER
8 17301 6173DI 2-TRACK SILL WITH SCREEN RAIL 66 17346 617346 INTERLOCK ALUM REINF.(PANEL-9")
11 17313 617313 FRAME SRL TRACK INSERT 68 17339 617339 HEAVY DUTY ASTRAGAL
12 17315 617315 FRAME SILL SCREEN ADD-ON 69 17324 617324 TOP&BOTTOM RAIL
14 173DB 617305 2-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 71 1695 71695 11127 X 1"X 314"HIGH FIN SEAL DUST PLUGS
18 17322 617322 SILL RISER-0 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
19 17319 617319 SILL RISER-0 HOLLOW 73 8153 78153N TANDEM NYLON ROLLER ASSY.
20 17321 617321 SILL RISER-LOW FLAT 74 SILICONE DOW 899 OR 995
r-2-1T 17318 617318 SILL RISER-LOW HOLLOW 75 8185 78186X GEMINI MORTICE 3-PLY LOCK W/LONG TRIM PLATE
22 1 17355 617355 SILL RISER-MED FLAT 76 71032XIFPFX #10-32 X 1"FL.SS SCREW W/TYPE"F'TIP
23 1 17354 617354 SILL RISER-MED HOLLOW 77 7103239 10.32 STEEL ZINC U-NUT
24 17320 617320 SILL RISER-HIGH HOLLOW 78 17358 617358 3/16&1/4 OGEE BEAD HORIZONTAL
25 17323 617323 SILL RISER-HIGH FLAT 79 17357 617357 1"IG BEAD HORIZONTAL
82 1224 6TP247K VINYL BULB WEATHERSTRIP
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 83 IGTAPE 1/2"X 1/16"SINGLE SIDE ADHESIVE TAPE FOR IG BEAD
41 7LOCKWGSK SCREENLOCKSET
42 41818 SCREEN KEEPER SPACER SET 100 8052 48052 ROLLER ADJ.HOLE PLUG
43 8152 68152 SCREEN INTERLOCK ADAPTER 101 72087 JAMB BUMPER
44 4428 64428 SCREEN DOUBLE INTERLOCK 102 1696 71696 DUST PLUG
45 4317 612256 SCREEN TOP RAIL 103 8186 78186X 1"KEEPER
48 4318 812257 SCREEN BOTTOM RAIL4 104 653 7SDKEEP SCREEN LOCK KEEPER
47 668 7SRAZ STANDARD ROLLER 105 17344 617344 FRED PANEL CLIP-6"LONG
4B 668 7SRAX STANDARD ROLLER-ST.STL. 106 17352 1 617352 EXTERIOR FIXED PANEL RETAINER
49 4344 64344 SCREEN ASTRAGAL 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
50 17349 617349 0X0 SCREEN ASTRAGAL ADAPTER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
51 1692 61692 SCREEN SPLINE-.165 109 1731 781628N HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
52 1694 61694 SCREEN SPLINE-.150 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
63 61816020 SCREEN CLOTH 111 710X34PPSDAX#10 X3/4"PH.PN.TEK-S.S.
64 1725 1/2'x 4"x 1116"SITTING BLOCK 112 1235 67516 WSTP,.270 X.170-FIN SEAL
55 1726 1 11'X4"X1116"SITTING BLOCK 113 1712 64066 .187 X.230 FINSEAL
114 71OX115PPX #10X1112" PRODUCT R$NBNTo
200 GLASS 3116TEMPERED 115 710XPPT #10X1" 0WMPlyin8whbthe Rorida
201 GLASS 114 TEMPERED 116 720X1X #14-20X1"ST.SIL. B
uilding ���� .
e No
208 GLASS IG 3/16-3/16 FULLY TEMPERED 117 72OXI12X #14-20 X 1.6'ST.STL. ro o2c
209 GLASS !G 114-114 FULLY TEMPERED 121 17353 "O"PANEL BRACKET
122 #10 X 1 1/4"TEK SCREW de Product Contral
NOTE:ALL ALUMINUM=6063-TS `�.� �r1..LYNN
ix
J.K. 03/01115 D NOCHANGE THIS SHEET
x 10707ECHN0100YORNB
PARTS LIST !7 •. S h' f• `.
J.J. 10'11111 C NO CHANGE THIS SHEET NOXOM13,FtSJ?TS reK lifi� "40RO'.
H.P.ALUM.SGD-NON-IMPACT % S/ONAI_ `
a
SMC 02'23'10 8 PER MIAMI DADE COMMENTS P.O.SOX Im ERIE 670 ,
pr ney; oxo: o"to: NOXOMlS,Ft.34?T4 ... A.L%N whHt?t0x.
SMC OAr05/09 RIA SGO670H.P, NT 0 a 10 PGT0003 0 P.E.#59705
1.303" 0.718" 1.050" -.{0.83" 1.050" 1.36"
1.003"
D0.32511 0.06 0.779" 0,752"
ssssss���������zz�JJJJJJ �0.290" 1.36"
J 0.757" .
0.062" 0.062" 0,264" - 0.050"
0.080" 0.050" CLIP 0.081"
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) GLAZING BEAD(I.G.) FIXED
(65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (78)MAT'L:6063-T6 01)MATLILL T 063T6 RACK (79)MAT'L:6063-T6 (105)MAT'LA6063T6P
4.125" � 6.198"
4.49" 6.198"
} � 1.505"
0.062° 1.304" ° 1.211°
1 5.069"
0.081 J-
F� 3.25" -�I 2-TRACK HEAD W/SCREEN TRACK 0.080" 2-TRACK SILL
TOP/BOTTOM BOTTOM RAIL
(2)MAT'L:6063-T6 0'232" (7)MAT'L:6063-T6
(69)MAIL:6063-T6 3.979"
q^ 6.221"
" Ti+ 2S R EE JAMB K
WEO-075' 0.062" -►Its 1.505" 2-TRACK JAMB SCREENTRACK0.133" 1.645 FLUSH FLAT SILL RISER (14)MATL:6083-7"6 (15)MAT'L:6063-7"6
1.6" (18)MAT'L:6063-T6
1.872" 0.080"
I 3.125" 0.281" D 2-TRACK(8)MAT'L:6063-T6
TRACK
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1;019"
(61)MAT'L:6063-T6 (68)MAT'L:6063-T6 0.062"
5.069" 1.654" )CREEN STILET 0.062"
(
40 MAT'L:6063-T6 0.080" 0.709"
r- 1.045" 1.888"
1.162"
1.211"0.080" � 1.254" � " � 0.550"
081" 1 993" 0 OE)2" FIXED PANEL RETAINER
2-TRACK HEAD 0.875" 1.739 (106)MAT'L:6083-7"6
(1)MATU 6063-T6 0.250"
REINFORCEMENT RAI
SCREEN TOP L INTERLOCK
0.750" (66)MAIL:6063-T6 (45)MAIL:6063-T6 1 43" (62)MAT'L:6063-T6 0.232"
-►� r+- 0.750"(PA EL LENGTH-9") L 0.082"
0.062" PRODUCT RENEWED
0.082" SCREEN BTM.RAIL 0.232" m oomplyhigwith the lowide
Building(46)MAIL:6063-7"6 Ampt.Cede
/
0.750" Aatpte�teo it O{p,
r- 0.232" Bytr.tre Date /
4.055" 0'062" 0.996° 3.955" MiemiDade Pro u ontro
3.305" 3.205" tttitrll
2.455"
2.555" 0.062" ����\ONV LYNN M/��
1.567", 1�•'��GeNSE''.FP
'0,082" fit+- 0.062" 0.062" _Z No.58705
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER _ -
24 MAIL:6063-T6 (23)MAT'L:6063-T6 21 MAIL:6063-7"6 (19)MAT'L:6063-T6 (20)MAT'L:6063-T6 (22)MAT'L:6063-7"6 (25)MAT'L:6063-TB
ee��
%`.0 S„T GF It �
J.R. X07/16 NOCHANOETH/SSHEET 1070TECHNOLOGYORIVE EXTRUSIONS ��` FcoR.D?;.•' ��`��
J.J. 10/11/11 C NOCHANGETHIS SHEET NOKOMIS,FL 34275 me �'��,q ..•'•'•.
R-dW. ". Re�t9ora: SERIES 670 H.P.ALUM.SGD-NON-IMPACT S/��NA�-°�`
SMC 07/23110 B PER MIAMI DADE COMMENTS P.O.BOX 1629 ere: s�rec Rr/ NN r t,
u;aro: rnam gym: NOKOMIS,FL 34270 ® SG0670 H.P. NTS 10 x f0 PGT0003 D A LYRE#58705
P E
SMC 06/05/09 RIn
Florida Building Code Online Page 1 of 3
lCtld3lJ pt i t BCIS Home Log In User Registration Not Topics Submit Surcharge ; Stats&Facts i Publications ; FBC Staff ! BCIS Site Map Unks t Search
Busines
Professional product Approval
USER:Public User
Regulation
l Product Aooroval Menu>Product or Aoniication Search>Anolication Li.t_> tion Detail
cfa FL# FL1435-R17
�A`',c r IR F- �` Application Type
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 rive
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 Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
`.ji Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 2/11/2016
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/07/2015
Date Validated 10/08/2015
Date Pending FBC Approval
Date Approved 10/11/2015
Summary of Products
FL# Model,Number or Name Description
1435.1 ISH-200 Aluminum Single Hung Window(Std.Meeting Rail,Inc.Pass-Thru)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 P17 C CAC Certification SH2O0.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/28/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-200.1)d1'
and anchorage information.The Pass-Thru version was not tested for Verified By:A.Lynn Miller,PE 58705
water infiltration. Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-200 Evaluation.odf
Created by Independent Third Party:No
1435.2 ISH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R17 C CAC Certification 200HD.odr
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/08/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 II SH-200HD.pdf
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-200HD Evaluat,on.pdf
Created by Independent Third Party:No
1435.3 ISH-400 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R17 C CAC SH-400 Certifications.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/21/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 tI SH-400c.odf
and anchorage information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 fi17 AE SH-400c Evaluatlon.odf
Created by Independent Third Party:No
1435.4 SH-500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No F1.;1.435_R17 C CSC Sli_SOQ CgrMv atiCm R34,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size F1.1435 R17 H SH-500C.odf
and anchorage information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
Evaluation Reports
FL1.435 117 AE SH-500c Evaluation.odf
Created by Independent Third Party:No 1
1435.5 ISH-800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use n HVHZ:No FL1435 Ri' errificaticn•odf
Approved for use tside HVHZ: Quail me-fbntreet-F�' tion Date
Impact Resistant:N 07/2017 \
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure, ize FL143. R17 II SH-800c.ndf
and anchorage information. Verified By:A.Lynn E.58705
endentThird Party:No
Evaluation Reports
FL.1.4,, 2_1.7 A- SH-800c Ev lylation.2df
S
Created by Independent Third Party:No
1435.6 SH-5400 Energ Vue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R17 C CAC SH-5400.Certification.pcif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/13/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-5400.0f
and anchorage Information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-5400 Evaivation.ndf
Created by Independent Third Party:No
1435.7 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R17 C CAC SH-5500 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 i1 SH-5500.1)dP
and anchorage Information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE 5H-5500 Evaluation.ndf
Created_by Independent Third_Party:No
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20D... 2/11/2016
Florida Building Code Online Page 3 of 3
i
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:
� ® aCFecA
5Munt'asl:'rtatc e'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsbCUITKe120D... 2/11/2016
GENERAL NOTES:
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS 8 SPACING
CODE FOR THE DESIGN PRESSURES LISTED.
2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2° ADD 1 ANCHOR ADD 1 ANCHOR
THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 53-1/8'MAX.TIP- — 53-1/8"MAX.TIP-TO-TIP
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPAN -52-118" BC'UCK AT MID-SPAN. -52-1/8"MAX.BUCK---I
DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. FOR WW>39" 1 /4" FOR WW>39° 17-3/4"
ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE -"M MAX
BY OTHERS.
-- ----- ------ ------
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM 3-5/8"MAX 3-5/8'MAX
CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING
FINISH OR STUCCO).
J
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT 1 / 7-1/2 MAX / 7-1/2'MAX
Ii
IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS
MAX TT
CAPABLE OF TRANSFERRING APPLIEDLOADS. 76" / }
TIP-TO-TIP { / I 76"MAX. 1
5)ANCHORS SHALL BE COATED OR CORROSION I I 75" TIP-TO-TIP I 75"
RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10-1/8" I i MAX. I I MAX.
DISSIMILAR MATERIALS SHALL BE PROTECTED ASMAX I I BUCK T BUCK
REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I I 10-1/8" I I
PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED I I
IN THE FLORIDA BUILDING CODE. M
I I
I / I y I I
6)ADHESIVE SEALANT SHALL BE USED BETWEEN J�
SUBSTRATE AND FLANGE OR FIN.OVERALL { / j 7-1/2 MAX j 1 7-1/2"MAX
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE
OF INSTALLATION SHALL BE DONE BY OTHERS.
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 8'MAX 3-5/8,MAX
SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE
MASONRY UNITS COMPLYING WITH ASTM C-9D.GLAZING _
COMPLIES WITH ASTM E1300.
FLANGE FRAME, FLANGE FRAME,
8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS EQUAL-LITE SASH STYL ORIEL SASH SME
ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF WOOD SCREWS.
TABLE 2:
9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE
TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrate Min.Edge Min.
VALUE. Dist. Embedment
Wood(Southern Pine) 1/7 1-3/8" {E1!
#12 Steel SMS Steel Stud Gr 33 318° .045(18 GA)
Aluminum-6063-75 3/8" 1/8" f
TABLE 1: Steel,A38 3/8" 1/8'
Ize Design Pressure Certification Test 114°Masonry Concrete 1" 1318'
Sash tyle Options Anchor HConcCMU 2-tn' 1-114°
th Height (+)psf -) sf Numbers Reports
al Ute 80 110 NOReinf.,TP.Glass AT]- NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALLBEPAN.3THREADS i
52.1/8' 75" 19D-427,428 BEYOND INSIDE FACE OF LMTERIAL
or Oriel 8D 150 Rail Reinf.,TP.Glass 76462.01
t�1ttlllrr rr
-.""'•4"1 z! J ROSOWSKI 03/18/11 �AI.UMINUM6063-T6 ��a�
cess n�Faaua�vaaenraFmr
Aaoar�erW=ffVNWII=mWM
No.58705 V� CFFMVWI[
0 b IS �kC
0TECHNOLOGY DRIVE
7'•, ST.l'.OF <UV� NOKOMIS,FL 34275 Uw '
'•FcaRtoC•.•'G�
ERT.OF AUTH.:29288 SINGLE HUNG INSTALLATION
�� A.L n Mliler.P.E. s'r"'w°"N sar am °"`°"ti raw:
� S� ��r�,..� m SH-80D NTS 1 of 2 3031116JR
'• h1- P.E.#58706 I
r
EDGE _
DISTANCE
BS TE
SYSSTWE
EMBEDMENT SHIM EXTERIOR
EMBEDMENT ANCHOR SU T
BELOW
1X WOOD 0 MEETING RAIL
SHIM (MUST BE
SHIM FLATHEAD)
EXTERIOR
EXTERIOR ANCHORS
ABOVE
MEETING FLANGE FRAME.
4
FLANGE FRAME, FLANGE FRAME, RAIL JAMB INSTALLATION
HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE)
(DIRECTLY TO SUBSTRATE) (USING 1X WOODSTRIP)
lliT SU TRA 4 1,
1 Lz ANCHOR EXTERIOR
BELOW
MEETING RAIL
(MUST BE {
FLATHEAD)
EXTERIOR j
%RE
RIOR 1
NONO o
ANCHORS
CHORS REQUIRED ANCHORS
UIRED ABOVE 1X SHIM I
MEETING WOOD
RAIL
44 9
FLANGE FRAME, �• ( "' �.9/( i�
SHIM SHIM JAMB INSTALLATION ;;;t'.G�.�••'•gp;gF'••rt?
(USING 1X WOODSTRIP) ���
1X WOOD Na � 7C5 I
t
FLANGE FRAME, SU T E %.`c�•'..••••.
SILL INSTALLATION
(DIRECTLY TO SUBSTRATE)
FLANGE FRAME,
a..oe�: wa• trr� nexuae,mtoav+ocowcwnvco
SILL INSTALLATION J.ROSOWSKI 03115111 ALUMINUM 6063-76
(USING 1X WOODSTRIP) 'W TAIW � W7M
mc�errwree�oxr+swlaRmr i
,uwwaiintnnvrnemr�mm�er
INSTALLATION NOTES:
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS.
2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE 7ma
ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOMIS,FL 34275
3)MAX.SHIM THICKNESS TO BE 1/4'. FLCERT.OFAUTH.:29286 SINGLE HUNG INSTALLATION i
4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn MillP.E. e80D i'"Lp°'�' ®2 0-"n"°
P.E.1156705 SH- NTS 1®2of 2 3031511JR
t
Y i
1
MIAMDAQE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE ("A) www.miemidnde.Qov/economy
PGT Industries,Inc.
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 AIH
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 d erem, an as e ed to comply with the Florida Building
Code,including the Hi elocity Hurricane Zone.-
DESCRIPTION: Se ' "PW-701/620"Aluminum Fixed Window-N.I.
APPROVAL DOCUME . . , 1xe Window Installation Guidelines",
sheets 1 through 9 of 9, dated 04/12/13,with revision A dated 05/20/15,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 RATIN :None,).
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 he 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#13-0502.04 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.
Cl
NUANo'TS-A�8.27
FADEM
MIAMF THIa# OUNTY Explratie: February 19,20A Date:
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-0502.04)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, 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 NDA No. 11-1114.17)
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
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTL-3834 and FTL-3847,dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition(2014),dated 05/20/15,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).
711-6,"dd K��-
Man thel Pe z,P.E.
Product Controlxai finer
NOA No.1 28.27
Expiration Date: February 19,2019
Approval Date: August 202015
E-1 .
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. 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. 13-0502.04)
4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
G. OTHERS
1. Notice of Acceptance No. 13-0502.04, issued to PGT Industries for their Series"PW-
701/620"Aluminum Fixed Window-N.I." approved on 07/18/13 and expiring on
02/19/19.
Manuel P z,P.E.
Product Controiner
xa
NOA No. 28.27
Expiration Date: February 19,2019
Approval Date: August 20 2015
E-2
TABLE 2:
Window Design Pressure(+/-,psis for Glass Type 1
Long Side(1n)
67.718 72 78 SO 84 88 92 96 100 104 109.112 112 118 120 124 128 132 138 140 144
30 +1001-150 +1007-150 +1001-049.5+1001-147.7+1001-146.1+1001-144.7+1001-141.9+1001-138.4+5007-135.4+7007-132.6+t0Y-i216+1011-128.6+1001-12&8+500%125,4 +1001-124 +}00+.522.8+}005-521.5+}00+-}2p.S*1001-119. t10M-}t8.$
32 +1001.147.2+100/•144,6+1051.142.5+1001-140.6+1001.137.6+1001.131.7+1001-127.1+1001-123.4+1001-120.3+100/-117.9+1001.114.8+1001-113.8 +1001.112 +1001.110.4+1001-10&9+1001.107.6+1001-106.5+1001-105.6+1001.104.6 5100/-103.6
34 +11001141.3+1001.138.8+7001-136.4+10pf-134.6+}OW-128.1+1001-122.3+7051-017.7+5001-113,9+1001-110.1+1001-106.8+1001-103A+100.102.2+1001-100.4 71-98 d-97A 419&2 +1.95 +1-93.9 +1.03 +1.92 PRODUCT REVISED
36 +1001-136.1 000/-133.3 +100/-131 +1001.129 +1001.123.4+1001-117.3+1001-111.8+1001-108.4+1001-102.6 +1.99.7 +1-98 +/.94,4 +1322 4/3&1 +188 +186.8 4!-85.2 +/-84 +/83 +1.81.6 ns Complying with dro piodda
38 +1051.131.6+}001-728.7+1001-126.3+100+-124,2+1001-121.7+1001-1151+1001-107.8+5001-102.5 +138.4 +/34.6 +1-90 +1-87.9 +1.8&2 +183 +/-81.4 +1-7&8 +1-78.4 +/•77.2 +/-7&2 +/-7S Bv--plilding Cade
40 +1051.127,0+1 -124.6+1051.122.1 +1001-120 4100/-118.1+1001-113.9+1001-106.8+1007-10018 -1-98A +141.6 +t-85.4 +/-83.4 +1-81.1 +t-78,9 +1-76.9 +1.75 +1.73.4 +1.71.$ +1.70.3 *168.8 Acceptance dt 15-0152�3.��
42 +1001-124.5 +7001-121 +1051-11$.4*7001-118.2+1001-114.3+4001-112.0+1001-146.2+1001-100.6 +/-95.3 +1.89.9 0-0.4 N-81,4 +/-78.7 +1-76.1 +/-73.5 +1.71.2 +1.69 +1-87 +!$5.2 +1.614 E imlion Datc 2Q q
c 44 +1001-121 +1051.117,8+1001.115.2+1051.1t29+1001-110.91+10014W.1+}001-108,8+1001-100,7 +/-95.4 +f89.8 +/-82,6 +1-8D.8 +/-77.8 +1-74.4 +1-71.8 -188.5 +185.9 +/$3.d +187.8 +180.8 B
46 +7001-118.4 +1001-115 +1006112.2+1051-109.8+1001-107.8 +1001-106 +1001-104.3+1001-101.7 +135.7 +/-90,3 -1-82.8 +/-80.6 +1-77.4 a/-74 +/-70.3 +187.2 +183.9 +/-81.7 -180.4 +/-58.8 y
48 +100/•118 0001.1}2,5+10(1•}09.6+1001-107.1 +1601-105 rt00/-103.1+108+-101.5 +7.100 '+696.3 +/-90,8 +783.2 +1-811.1 +/-77,5 M�4 +1.70.6 +188.6 +f83 +181.4 ;7.59.8 +1.57.6 Mlnau 'eFroduct
50 +100t-114 +1001-110.3+1001-107.3+1001-104.7+1001-102.5+1001-100,6 +/-98.9 +/47.4 +/36 +141.4 +1.83,8 +1-81.8 +/-76.2 +1-74.8 +/-70.9 +/81.3 +183.2 +/81 +1.69.4
52 +1081-112.2+1001-108,4+1001105.2+1007-102,8+100f-t00,3 +138.3 +/-98.5 +1-90 +/33.8 +132 4184.6 t!-82 +1-78.8 +1-75.3 +1.71.8 +187.8 4t84 +181.4 c
64 +1006110.7+1001.1067+1001-103,4+1001-IOD,6 +138.2 +696.2 +134.4 +/32.8 +131.3 +140 +1-85.2 +/824 +l-7&6 +/-7s.8 +1x2.2 +/8g.8 +/84.8 mL NO CHANGE THIS SHEET
56 +7001-109.4+100/•105.2+SON-701,8 +1-9&9 +1.96.4 +694,3 t1-924 +t-90.8 +/-89.3 +1.88 +1-85.4 +1-82,7 +1-79.2 +t-76 +t-72.8 +t-89.4 m -
58 +1001-105.4+10(Y-103,9+1001-100A +1.97.4 +1.94.8 +142.6 +/-Ka +1.$8.9 +1874 +/-8811 +184,2 +1.82,3 +/-78.3 +/-76 +/•72.8
80 +}ON-107,5+1001-102. 0.89.1 +(-96 +133.3 +131 +f-89 +1-81.3 4185.7 0-84.3 +1820 41-8/.4 +/-76,7 +1-76 �
62 +1051-106.9 +1051.102 +/-94.8 +/-92 +1.88.6 +1-87.6 +1-85,8 4/84.2 +/-82.7 +181 +/-80.3 +/-77.5
84 +11}51-108.4+7051-701.3 +1.97.2 +133.8 tt-90.9 +1-88.4 +188.3 +1-84.4 +1827 +1-81.3
88 +1001-106.1+1001-100,7 +1.98.4 +/32.8 +188.8 +/-87.3 1 +1-85.1 1 +1.83.1 a181.4 a/-79,9
67-7/8 +1001-108.1+1001-100.3 +1.85.8 1 +1.911 1 +t-89 1 +1-86.3 1 +/-84 1 +1-82 1 4/-80.3 1
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. a, ,-
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLESTWINDOW SIZE 151 THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
0 C4 N R N
o
0 a 04 04
,1 rn D
Z LL b lei. . Z -.0
TABLE DIMENSIONS MAYBE V U X o
ORIENTED VERTICALLY OR W Z O 2 w O roN
HORIZONTALLY AS SHOWN. 1 o W m Y �L O 0mo
LONG p> O
n O v Z
SIDE •-Z tl.Z�- LLI
to U-
I-+- LONG SIDE
O
co C11
3/16'TEMPERED GLASS
SHORT /n W taa+tS
SIDE Zof
4 11 i SHORT O
USED AT CURVED _I- SIDE 0 co Z
FRAME MEMBERS ONLY 29R5O
' �d O ataaS
Ig 11.7/8'O.C.MAX. BITE T LL Z 4.
1-3 �---• LONG SIDE -�� } rc O z REXTERIOR X WLLI co da SHORT LL a
SIDE LONG atLt •�sa0 sauaS
SIDE
GLASS TYPE I ```11y4!llllfrjrj,
ti`���ONV LYNN
��'�.•''�1cENSF'••F'S'
SHORT *' 510.58705
SIDE
"S ATE OF
1 `
A.LYNN MILLER,P.E.
P.Ex 68705
TABLE 3:
Window Design Pressure(+/•,paQ for Glass Type 2
Long Side¢n)
72 76 s0 B4 88 92 96 100 104 108.112 112 116 120 124 128 1 132 138 140 144
34 +1001-150 +1001-149.6+1001-147.7+1001-146.1+13F-1-44.7+iNOL143.4+1001-142.2+100.'-541.2+1001-140.2 +104"-139 +1001-136.6 M01-137.8+1001-137-1+5001-136.5+1001-135.9+1001-135.4+SOW-134.9+1001-134.4+1001-133.9
32 +1001.147.2+1001-144.6+1001.142.6+1001.140.8 +1001-139 +1001-137.5+1007-1362 -100/-135 +1001-133.9 +100/-133 +106-131.7+100/-131.3+1001-130.5+1001.129.8+1001-128.2+1001.128.8 +1001-128 +100/.127.6 +10d-127 +1001.128.6
+ 1001-138.6+100/.136.4+1001.134.5+1001-132.7+106-031.2+TOO'-129.9+1001-128.7+1001-027.6+1001-126.6+iW125.3+100/-124.8+1001-024.1+1001.523.4+1601-122.7+1001-122.1+1001-121.5 +1401-121 +1001-120.5 +1901-120
36 +106.136. 001.133.3 +1001.131 +1001-129 +1001-127.3+100/-125.7+1D0/-124.3+1001-123.1 +100/-122 +1001-120.9+1007-119.7+106-119.1+1001-118.4+1001.117.0 +106-117 +1 -116.4+1001-115.8+1001-115.3+1001.114.8+1001.114.2 PRODUCT REVISED
+V;;.- 1.8-1901-728.7+1016-128.3+106-124.2+1011-122.4+106-120.6+1001.118.4+1001-t 18.1 +1001.517 +106.515.9+1061-114.6 0106-t f4.!+106-113.3+10161-012.6+106-111.9+106-111.3+106-110.7+5001-110.11+706-109.8+100/•107.4 campIyj.Svjth4pgEbft
40 +106-127.0+1001-024.8+1001-122.1 +1001-120 +106416.1+106-118.5 +106.115 +100/-113.7+100/-112.5+100/-111.4+100/-110.1+106-109.8+1001-108.8;-001107.7+106.105.5+106.1D3.4 +1001-102 +106•,00.0 41.89.4 +/•98 I Building Colo %5-05 ire.�
42 +106-124.1 +106-121 +SO6-018.4+100 1-118.2+1001-114.3+5016-,12.6+1001-111.1+106-109.7+1001-IMS+106-IOTA+1001-106.1+106-105.5+1001-103.8+1001-100.9 +1.98.7 +1-96.8 +/-94.9 +693.2 +1.81.8 +1.90 Acceplame No
44 +1001-121 4106.117,8-106.116.2+106.1,2.9+106.710.9+106-109.1+106-101-6+100/-106.171-0011-04 9+106-103.8+1001-102.4+106-101.8 +/-99,2 -1-88.1 H-93,6 +7;70,9 +148.7 +7.88.5 47-04.6 +683 L'*wlono
46 +100/.118.4 +1001-115 +106-512,2+106-109.8+1001-107.8 +106-108 +106-104.3+106-102.9+106-001.6+106.100.8 +1-99.1 +/-98.5 +1-96 +/-92.5 41-9,1 +1436.3 -1-83.7 +1.81.8 +1.80.2 H-78.6 B
48 +100/.116 -1001.112.5+106-109,8+,06-707•, +1001-105 +1001.103.1+706•-01.5 +6100 +-98.7 +1.91-5 +/-96.1 +/•95.5 +1-94 +1-89.8 +la.2 +1.83 +1-0.8 x1.78 +1-7 1 ++1.75 50 +1001-114 +106-110.3+100/-107.3+106-104.7+1001.102.6+106.00.6 +/38.9 +137.4 +/-96 +/-94.8 +/-933 +/-92,7 +/31.8 +1-8.7 +/-4 +/-81.6 -/-79.1 +/787 HMuc4
�g 74.7
,cc fit +106.112.2+1001.1018.4+1001-105.2+106-102,6 r1O6-100.3 47.98.3 +1.98.6 +1.94.9 +7.93.6 +132,3 t/-90.8 tJ-90.2 +/-8,2 +7-8.4 +1-3.8 +/-0.6 +1.76.2 +/-75.6 Q
"t 54 +lD6-110.7+1001-106.7+106.103.4+106-1046 -1.98.2 +/-96.2 +1-94.4 +1-92.8 +/-91.3 +1.90 +1.88.6 +1-7.8 +1-6.9 +1.84 +1-4.1 +1-0,8 +1.776 � NO CHANGE THIS SHEET
66 +106.109.4+106.1105.2+106-161.8 +138.9 +1-98.4 +J-94.3 +/-92.4 +1.948 +1-9.3 +t-8 +1-8.4 +1-85.7 +784.? +1-3.9 +1.83 +1-1-2
6B +106-108.4-106-103.9+106-100.4 +1.97.4 +1.94.8 +1.82.6 +/-90.6 +1478.9 +/-87.4 +/-8.1 +1.84.4 +/-83.8 +/-2.8 +I-81.8 +/-1 m
60 +106-107,5+100t-102.9 -1.99.1 +1.98 +133.3 +13, +1.89 +1$7.3 +1-5.7 +1-84.3 +1-2.0 +t-2 +t-80.9 +1-0 >r
12 +1D.406.9 +106.102 +698.1 +134.8 +1-92 +1-9.8 487.8 +/-5.8 +/-4.2 +/-82.7 +/-1 +/-0,3 +1742 v
64 +10(10-108AWOW-1011.3 +-gT.2 - 1133.8 +t-948 +-80.4 +1-8.3 +1-4.4 +1-2,7 +1-1.3 +1-79.5 +178.8
66 -100V-108.1+700/-100.7 +/-98.4 a/.9y8 +/-9.0 +7-85.1 +1.83.1 +/-1.4 +/-79.9
67-718 +106-106.1+1001-100.3 +695.8 1 +/-92.1 +1-9 +1.88.3 +1-84 +1.62 I 41-0.3 1 +1-78.7 1 1 1 c� Y Q
NOTES: , 3 _naa
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT P FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. a r
2)FOR SIZES N07 SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Q
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N 8700 Q o
�J 63 Ch O Q
Z LL U LLQ. 100 J uMo 0 `G
TABLE DIMENSIONS MAYBE U V X to 6 O
ORIENTED VERTICALLY OR hW-Z 000 5 0
HORIZONTALLY AS SHOWN. o Lu Y
LONGo Q G 4 z 'U')
rn
SIDE �z a z ,.
'� '••�--
LONG SIDE -- LL
g J O
in M
1W TEMPERED GLASS 4 !a-•
SHORT
11 SIDE Lo
Z w 1-4s
4 + SHORT (D z
USED AT CUR'V •-�- ..1- SIDE p W Z
FRAME MEMBERS ONLY 29 818• a' Q arms
@ 11-7/8'O.G.MAX. GLASS BITE ZIL
0 Z N
1-3 I•f-- LONG SIDE -� 0/ Q (9 tQ
LU Fo
EXT OR + o LL LU
LU D_
20 13 SHORT ,jj
SIDE q/ LONG anrt 'na0 sauas
BIDE
GLASS TYPE 2
I 7LYNA(
t �
��•.•' ,,10ENSF'•.,0,�
X:
SHORT No.58705
SIDE
G i GC
O� TE O (V��
�1f J1 fY/"IL t10
A.LYNN MILLER,P.E.
p.E#56705
TABLE 4:
Window Design Pressure(+/-,p"for Glass Type 3
Long Sm Its
67.7/8 1 72 78 8o 64 88 B2 96 100 1 104 1D8.112 112 1 118 120 1 124 128 132 136 140 144
30 +t00t-150 1+1001-150 +IOW-149.5+f00/-147.7+1001-148.1+1001-944.7+1001-143.4+100/442.2+1001-141.2+1001-140.2 +106+-139 +100+-138,8+1061-137.8+1001-137.1+100+-036.6+100/-135.9+1001.135-4+t0d-134.9+1001-134.4 01001.1330.
32 +10-147.2+1001-144.8+1001.142:5+1001.140.8 +100-138 +1001-137.5+1001-136.2 +100/-135 +100X•133.9 +10--133 +100/-131.7+10--131.3+100/-130.5+1001-129.81+1001-129.2+1001.128.6 +100!-728 +100/-027.5 +1001.127 +1001-126.5
34 +7001-141.3+1001-038.6+1001-136.4+1011.134,5+1001-132.7+10(1.131.2+100+-129.9+7001-128.7+100+-127.6+1041-126.6 00D/425.3+100'-124.8+1001-124.1+1041-123.4+fIXX-1227 00111-122.1+7001-121.5 +100+-121 +1001-120.5 +1001-120
36 +1004136.1+100/•133.3 0001-131 +10W-129 +1001.127.3710011-2577;710011-24.3.100/.123.1- . - 00DI-122 +100/-120.9+1001-119.7+100%118.1+100/-118.4+1001.117.6 +1001.117 +1001•t78.4+1001.115.6+1001.175.3+100/•114.8+10--014.2 PRODUCTRBVtSBD
38 +1001-131.8+10W-128.7+1001-126.3+1001.124.2+TOW--122.471-001120,0;710-0/119.4- -i W-118.1 +1 W-11T +1007-115.9+1011-114.8+1001414.1+1001-113.3+1001-112.6+1001-010.9+1001-11 t.3+1001-110.7+SOW-110.1+100/-109.6+1001-109.1 m enmplying with the Fhdb
40 +1001.127.6+1001.124.6+10014221 +1001.120 +1001.118.1+1001-118.5 +100-116 +70W-113.7+10--112.5+1001-111.4+1001-110.1+1001-109.6+1001-108.8 +10--108 +1001-107.3+1001-108.7+100%108.1+1001.105.5 +10-105 +1001.104.5 Building ft
42 +10--124.1 -100/-121 +10--078.4+1001-116.2+LOW-114,3+10--112.6+1 W11IA+1001-109.7+1001-108.5+1001.107.4+10DLS06.1+10--105.5 NOW-104.7+1001-103.8+10-•103.2+1001.1025+1001401.9+70-101.4+10-700.0 0100/-100. Acrcptance No 'q�! .�
44 +1001-121 +10-417.8+10--115.2+10--1129+1001.110,9+10-109,1 0001-107.6 010-108.1+10-704.8+100t-103.8+1001-102.4+1001-107.8 +1001.101 +1001-100.2 +1$9,5 +!•98.8 +1-98.2 +197.6 +/-97.1 +1.96.5 E" ration Date 1�
46 +10--1184 +10-115 +10-1122+10--109.8+1001-107.8 *1=-106 +1IXX-104.9+10--102.9+10--101.8+1001-100.5 +/-99.1 +1-98.S +1-97.6 +/-96.8 +1-96.1 +1-95.4 +/94.8 -1-94.2 +/.93.6 +1-93.1 By
48 +1001-116 +10-•1125 NO-409.6+10W-107.1 +1001-105 +10--103,1+1001101.5 +/-100 +198.7 +(-97.5 +196,1 +t-95.5 +194.6 +1-93.8 +/93 +/-92.3 +f-91.7 +/-91.1 +1.90.5 +/-89.9 MiAmi nde Pro�rctC tm)
50 +1QW-114 +10W-110.3+1001.107,3+1001-1047+10--102.6+10-100.6 +1$8.9 +/-97.4 +1-98 +1.94.0 +1-93.3 +1-92.7 +/-91.8 +/-90.8 +1-90.2 +1$9.5 +1-08.8 488.2 +/-87.7
52 +100(•112.2+1001.108.4+1001105,2+10--002,6+i00/-100.3 +196.3 +/-96.5 +/-94.9 +1.93.0 +/-92.3 +1-90.8 +/-90.2 +1.89.2 +1$6.4 +W.8 +1$6.8 +f-86.2 +145.6 Q
rn 54 +10--110.7+10W.106,7+10-103.4+1001.100.8 +1.08.2 +/-96.2 +/-94.4 +192.8 +1.91.3 +/-90 +/$8,S +1$7.8 +1$6.0 +I$8 +/-86,2 +/$4,5 +1-83.8 ' O CHANGE THIS SHEET
e`
56 +00-•708.4+1001-105.2+1001-101.8 YF98.9 +196.4 +154.3 +1.92.4 +/-90.8 +149.3 +/$6 +7$6.4 +1-95.7 +1$4,7 +1$3.9 +1$3 +1$23 �.....
58 +1001.108.4+100/-703.8+100140D.4 +f-87.4 +194.8 +/-92.6 +/50.6 +1$8.9 +1-87.4 +/-86.1 +1-84.4 +1.63.8 4$2.8 +/$1.8 +I$1 m
�d.IW-106.9
+t0-107.5+1061.102.9 +199.1 +196 +t-93.3 +1-91 +1$9 +1$7.3 +/-85.7 +/•84.3 +1-826 +1.82 +1.80.9 +!-80 c
01001-102 +/•98.1 454.8 +/92 +1$9.8 +/-87.8 +/-85.8 +/.64.2 +/$2.7 +/$1 +1-00,3 N7B.2+10--108.4+1001-1013 +197.2 +1.03.8 +1909 +1 .4 +t-86.3 +1$4.d +!$2.7 +1$1.3 +/-79.5 +/-78.8
+1001.106.1+1001.100.7 +l-96.4 at-928 +489.8 +1$7.3 +1$5.1 +193.1 +/$1.4 +/-79.87 +1001-10&11+1001-100.3 +1-95.8 1 +1.921 1 +1.84 1 +1.80.3 1 +1-64 1 +1$2 I 4-co.3 1 +1-78.7 M Y Q
BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 7'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. A �a
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p v O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N eta0 O p
O t�j C11 f!1 11010
133_` O LU ' C]
Z LL U LL co W umv0
TABLE DIMENSIONS MAY BE �TT U 0010 X o a
13116'NOM. ORIENTED VERTICALLY OR y LUZ O °o 5 'ax
GLASS STACK I i- m X U` X90
HORIZONTALLY AS SHOWN. p W
LONG CS
6"TEMPERED GLASSSIDE n 7. D.Z rn O LL
311
" r--- LONG SIDE y -0/j O
7116-AIRSPACE--, 3/16"TEMPERED GLASS T- Y Q 7
SHORT W faa4S
12 516E O Z W
USED AT CURVED 5 .�,� SHORT 9 In F
FRAME MEMBERS ONLY 29kil
" SIDE r' CS LU Z
@@ 11-7/8"O.C.MAX. SITE
a Z d ajO''S
EXTER OR LONG SIDE ---�I W C7 iQ
a 22 X LU D-
SHORT LL 1 0
LONG ati:1 -a-n
SIDE
GLASS TYPE 3 � �/ SIDE
LYNN
No.58765
SHORT :
SIDE C/JC/ 'rj�••-z•.,
STATE J111
C(/�
i
pNAt.IE
A.LYNN MILLER,P.E.
P.E.tf 58705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT
INSTALLATION EMBEDMENT IX WOOD BUCKSTRIP, a
TYPE A 114"NM SEE NOTE 2,THIS SHEET
EMBEDMENT "
EMBEDMEI SHIM ,
" TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCTRBVtSBO
EDGE DISTANCE PER SUBSTRATE, DISTANCE as camp lying wBhtAonaft
_ EDGE 6 SEE TABLE S.THIS SHEET DaildtngCoda
DISTANCE Acccplance No 1 'Q8•
�114'MAX ki. imtionDate CJ
1 SHIM j1(
1 —_L Dy
4 M Pmduci
TYP.ANCHORTYPE, ._
EMBEDMENT AND EDGE a,
11 DISTANCE PER SUBSTRATE,
„ 11 NO CHANGE THIS SHEET
SEE TABLE 5,THIS SHEET rc
USED AT CURVED m
29 FRAME MEMBERS ONLY •� EXTERIOR 12 • ir.
(�11-7/8'O.C.MAX. 4 � u
CONCRETElCMU " VISIBLE LIGHT WIDTH
I ,
REQU EMENT tPER ANCHOR ^'� WI DOWe CK WIDTH 2.314" 6
WINDOW BUCK WIDTH CONCRETEICMU tq Y 4
WINDOW
EXTERIOR TIP-TO-TIP WINDOW WIDTH PERANCHORBUCK } a O •;aa
REQUIREMENT
HEIGHT ,ra"MAX.SHIM HORIZONTAL SECTION A-A
Q
> n h woo O a
TIP-TO-TIP 00 N iVw
HEIGHWINDOT VISIBLE VISIBLE SELF-DRILLIco LU
NG SMS 0-1 0)-t o
HEIGHT=LIGHT {G5}.SEE TABLE S,� -LL o J uMaO
WINDOW THIS SHEET 05 X LO 6 6
BUCK TABLE 5: z, @ O � a 'ON
t0 aala
HEIGHT- Min.Edge Max O.C.
INSTALLATION
Anchor Substrate Min.Embedment ro-Z a 2 OZ at
2.374' Distance spacing o
METHOD D 07 Soullsom Pine(SG=0.5) 9na" 12, W
1NSTALIATION ANCHOR Aluminum,6083-T6 W9318" 0.063"' 2•
#12 or#14 470 Ss Screw 0
UNDERNEATH THE A36 Steel 316" (.063" 12' z to
BEADING Steel Shid Gr.33 mM. 318' 0.046' %Oa- 12' O
EXTERIOR P.T.8aulhem Pine(SG=0.65) 9116" 1318' 12' ® Z }eeertt-• —)-km
N #l2 or#14 S1eai Screw(0.5} Aluminum,6083.75 min. 318' 11.083'` 12'
21 MIAMI•pADE APPROVED MULLION A38 Steel 316" 0.083"• 12' F.
(SEE SEPERATE NOA),ALUMINUM, Steel Stud,Gr.33 min. 318• 0.045' 18 Go' 12• O Fa- z
6 STEEL FRAMING OR STEEL STUD. U routed CMU,(ASTM C-90) 2472• !-,t4` !2' Z Z ='_s-
SEE 410 SS CroteFlex
SEE SUBSTRATE PROPERTIES, Concrete(min.3.38 kal) 1' 1314" 12'
5TABLE 5,THIS SHEET Concrete(min.2.85 Ret) 1• 1314' 12' O 3: W
1f4'MAX SHIMIW Steel Ultrecon Concrete(min.2.85 ke0 2-112• 1318" 12' W z
Unamutad CMU,(ASTM C307 2-112' 1414• 12' X
Grouted CMU ASTM C-90 2.112• 13/4' 12- �„ IL
1X WOOD SUCKSTRIP, 5118'Steel Ullmann Canemte{mtn.3.5 Kai) 1-114" 1.774" 12' aprt -asap s=ues
SEE NOTE 2,THIS SHEET Grouted CMU,ASTM G90 2-112' 13f4' 12' _
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
CONCRETE PER ����,ONV....NN.
EMBEDMENT . • ANCHOR INSTALLATION NOTES: ���� I,%CENBS '•.F.Q
` .
REQUIREMENT sr
" 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1 1�r N0.58705 * ..
II EDGE °•• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"SX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE
INSTALLATION i DISTANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-112"THICK OR GREATER. j�-f(,�L..` LUti
TYPE 8 AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING STATE (�\
SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION. a,.p
VERTICAL SECTION B-B tc��'•.FOORIDP.• GS�
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
ori S/ANAL ss�
rt r"'fill%"
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNMILLER,P.E.
P.E.#58705
2X WOOD SUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G
DISTANCE NOTE 2,THIS SHEET TYPE F
EMBEDMENT
1X WOOD SUCKSTRIP,
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION ---� i/A.�
TYPE EMBEDMENT 1 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, EDGE PRODUCT REVISED
EDGE SEE TABLE B,THIS SHEET DISTANCE nscamplyingw)IhthoFladde
0)STANC Building Code
t; Aaep)ance Not �
114'MAX 2 _ Imtl Dale •6 q
2 SHIM
4 BY
TYP.ANCHORTYPE, (e(tCl!!i $do Pcoduci
EMBEDMENT AND EDGE 11
11 DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET
SEE TABLE 6,THIS SHEET - EXTERIOR
USED AT CURVED 12
EXTERIOR 29 FRAME MEMBERS ONLY '• 4
Q 11-7/8'O.C.MAX. E••... �._,___� VISIBLE LIGHT WIDTH= 6 C
CONCRETE/CMU I WINDOW BUCK WIDTH-2-3/4'
PER ANCHOR I{" '
REQUIREMENT WINDOW BUCK WIDTH
WINDOW
CPERANCHOR }� a V) nay
HORIZONTAL SECTION C-C
HEIGHT REQUIREMENT a O
114'MAX.SHIM
O� Cl)
#12 STEEL N a1n0 t) 0
SELF-DRILLING SMS O ty (D N
VISIBLE (G5,SEE TABLE 6, c+')
LIGHT ) THIS SHEET 'I rn 0 F 4
HEIGHT= TABLE 8• Z LL r W (Gp 4_j umo
Min.Edge Max O.C. C.3 U X( d 0
SUCK W Anchor Substrate Valance Min.Embedment Spacing GLI Z O: 'nN
HEIGHT- P. Southern Pne G=0. ) 916' 1316' 12• ¢ tTS4 £}
2-314" INSTALLATION #12 or#14410 SS Screw AWminum,B083TSmm. 0.0 t2' Q O p 0 rn
TYPE H 830 Steel 316• 0.063•• 1r z O-Z .
Steel m 318' 0.045' 18 Go" 12' Q U.
EXTERIOR P.T.Southern Pine(SD=. Site- 1.318• 12' J F 0
Aluminum,6063-75 min. 0.063'• 12'
#i2 or#14 Steel Screw(G5) A36 Steel 318' 0.083•" 12, 1 45
Steel Stud,Gr. min. 0.045' i6 Ga• tr ® , Z
MIAMI-DADE APPROVED MULLION 2-1/2' 1-114' 12'
1M 410 SS Cre e x L!T F-
21 (SEE SEPERATE NDA),ALUMINUM, Concrete(mm.3.85 keq 1' 1-314• 12• �6 O .Z Z
STEEL FRAMING OR STEEL STUD. Concrete(ado.2.85 kai 1• 1-314' 1Y
SEE SUBSTRATE 6.TE PROPERTIES,THIS SHEET 1/d'Steel latreeon Concrete min.2.85 kai) 2.112' 131e• 12' Z LLOj ern g
TABLE Unamuled CMU,(ASTM 0-90)1 2-1/2' 1 14/4, 12' 0
6
1/4'MAX SHIM Greuted CMU A8TM G30 2-112' 1314' 12' J 0
N
Concrete(min.3.5 kat) 1-tl4' 1314' 12' W j
5118'Steel Uitracan Grouted CMU ASTM C•90 2.112 1 1.314' 12• n L( W d
1X WOOD SUCKSTRIP, 'MIN.OF 3 THREAOS BEYOND THE METAL SUBSTRATE. ant! •asap sa�2a
SEE NOTE 2,THIS SHEET
LYNN 4o1/"/,i
CONCRETE PER ,� '<�.•'y1GENSF '�F'P
EMBEDMENT ANCHOR INSTALLATION NOTES:
,,• REQUIREMENT _� -
+• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705
INSTALLATION I� EDGE "" 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN t-112".1X WOOD BUCKS ARE
TYPE F 1' DISTANCE •TYP•ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS"2X"ARE 1-112"THICK OR GREATER. - ;' W
ANO EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING "Q ST� L(/
SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. l%'�fi�•,FLORID?;.•'Gti �
VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TOPRO VIDEFUILSUPPORTTOTHEWINDOWFRAME /JSfO L
,, 11 NAI-
L
1Al
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NCA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P."68705
TYP.ANCHOR TYPE, ZX WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT R FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET
,
SEE TABLE 7THIS SHEET TYPE J
Er TYPE K
EDGE EDGE
E
INSTALLATION DISTANCE DISTANCE IWMAX EDGE DISTANCE
TYPE I SHIM
2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCT REVISED
OR FRAMING,SEE OR FRAMING,SEE complying Nvith the Florida
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Building Code
C I No 15-0 MCI
1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND Iq
O SHIM EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 7,THIS SHEET By
(4 kZj Ml epmduct
EMBEDMENT
in,
0
3 EMBEDMENT e NO CHANGE THIS SHEET
EXTERIOR USED AT CURVED
29 FRAME MEMBERS ONLY
EXTERIOR
WINDOW 4 12 co <
SUCK '*1_0 :IS�T�L�ELIGIHZTWIDTH -w
V
114*MAX.SHIM (X
HEIGHT WINDOW BUCK WIDTH-2.3f4* 0
U)
WINDOW SUCK WIDTH >-PQ
ON
0 N
VISIBLE INSTALLATION 0
HORIZONTAL SECTION E-E 0
JLIGHT C\I U. 0
TYPE L z NO (0 uMa
HEIGHT= W
WINDOW U 0 x w (6 a
BUCK LU 0 n 5
#tO STEEL
CD 0 we
HEIGHT- SELF-DRILLINOSMS TABLET
2-314* (G5).SEE TABLE 7,
Min.Edge Max.O.C. q 0 0) 0 0)
THIS SHEET Anchor Substrate 0-Z
Distance Spacing — F- LL
-5 0
�i-1/2*x3WBox al I southern Pine(90=0.55) 5110'1 v r,
2-1/2"x.131'Common Nall P.T.Southern Pine
2-112'x.1 Reeling_N�fl P.T.Southam Pine($G=0.65) 316, v * t; Iaays—
P.T.Southern Pine($G=0.65) 1/2' 5. z
#10 x I'Stool Screw* 0.003'Aluminum,6063-T5 min. 5116! 6121 Q
OF
9 2X WOOD BUCKSTRIP EXTERIOR I/IV A36 Steel 0 z
OR FRAMING SEE 0,045 (18 Gel Steel Stud,Or.33 I116' 6' 0
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 9
atmos
NOTE 2,THIS SHEET 15 0 3:
114*MAX SHIM MIAMI-DADE APPROVED MULLION 0 z
(SEE SEPERATE HOA),ALUMINUM,
W z If
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
INSTALLATION TABLE 7,THIS SHEET
TYPE J
EDGE DISTANCE I,YNN 4,,Z
..........
INSTALLATION NOTES:
TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LJMITS. No.58705
EMBEDMENT —\\\,,_AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 7,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS-1)V,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2%IX WOOD SUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE IA12*THICK OR GREATER. .0.( gf,
�.p...
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED By AUTHORITY HAVING
VERTICAL SECTION F-F W;%0
JURISDICTION. SATE OF
PtORIOl'-"
..........
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A 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.
REA 68705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE M
DISTANCE THIS SHEET INSTALLATION EMBEDMENT
INSTALLATION TYPE M NOTE 2. 1&FOR THIS INSTALLATION TYPE IN
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION
I I 1/4'MAX ANCHORS MAY 13E NO
METHOD ONLY, 0 MORE THAN WO.0
ANCHORS MAY BE NO EMBEDMENT SHIM
•MORE THAN 6*D.C. IX WOOD BUCKSTRIP,SEE tODUCTREVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET
0
OR FRAMING,SEE complyi"s with the Florida
ilding
NOTE 2,THIS SHEET a A,Buqtance Not 29..217
0.India"Omar
Oodo
,,ptan No 15' 2�*
ind'an 04
--LIWMAX TYP.ANCHOR TYPE,EMBEDMENT AND r.
3 SHIM EDGE DISTANCE PER SUBSTRATE,
By
4 0 Prodiuc.
ron .
TYP.ANCHOR TYPE. 6 SEE TABLE 8,THIS SHEET Mimi a�&Product
EMBEDMENT AND EDGE ---------
DISTANCE PER SUBSTRATE,
11 SEE TABLE 0,THIS SHEET 3 p NO CHANGE THIS SHEET
USED AT CURVED EDGE
DISTANCE
EXTERIOR 29 FRAME MEMBERS ONLY
--Jl L EDGE
@11-TIVO.C.MAX. 11 m5mm;E
ETE1CMU
PER ANCHOR A
:L 12 RETE1CMV <
WINDOW REQUIREMENT PER ANCHOR CO
SUCK W
VISIBLE LIGHT VW4110TH REQUIREMENT Cr 3:
HEIGHT 114"MAX.SHIM WINDOW BUCK WIDTH-2-3W 0 U, 0
11 WINDOW SUCK WIDTH EXTERIOR
I 1�
5
R .
VISIBLE INSTALLATION TYPE 0 HORIZONTAL SECTION G—G 0 t—Lj C'.j—j 0
LIGHT Z In U. w
HEIGHT= FOR THIS INSTALLATION 1 =LL, U.1
U L) X LQ 6 a
WINDOW
METHOD ONLY, TABLES: LU0 0>0 n 00 5
SUCK ANCHORS MAY BE NO ?-- C�0 (9
HEIGHT- O.C,MORE THAN 6" Anchor Substrate Min,Edge Min.Embedment Max.O.C.
2-314Distance S cIbinC) Z
C*
0
P.T.Southern Pine LSG=0.65) -dl—lfi 1,:z — 0 LL
#12orIM44iO SS Screw 0.003'• 61
#12 STEEL A36 Steel 3f8' 0.063 61 9
SELF-DRILLING SMS Steel Stud -j 00
(G5),SEE TABLE 10, ,Gr.33 min. Nit" B"
P_2 Southern Pine(SO-0,65) alIV 1318' 61
THIS SHEET
Aluminum,6063-T5 min 31W 0463* v
U)
Steel Screw(05)
012 or#14 Z Z
A35 Steel 319, 0.1w. 61 3i
21 TYP.ANCHOR TYPE, Steel Stud,Gr.33 min. 3/8' 0,045(18Ga)* 6- F-
EMBEDMENT AND EDGE EXTERIOR U z
/-DISTANCE PER SUBSTRATE, 1/4'410 SS CmIeFlax _ngrouted CMU,(ASTM C-90) 2-117 I-IW IT 0
SEE TABLE 8,THIS SHEET Concrete(min,3.35 ksi) 1. I314" IT
MIAMI-DADE APPROVED MULLION Concrete(min.2.85 ksi) 1. I-aw IT
114'MAX (SEE SEPERATE NOA)hit ,ALUMINUM. 114"Steel Ultracon Concrala(min.2.85 ksi) 2-1/2' I-31W IT z 19
STEEL FRAMING OR STEEL STUD. Uparouled CMU,(ASTM C-90) 2-1/2' 1-1/4' IT 3t
SEE SUBSTRATE PROPERTIES. Grouted CMU,[ASTM C-90) 1-&4" IT
V
TABLE STHIS SHEET &I Steel Uftracon .=,m n 3:�l k 1-1144 1-Y4" IT atut LL LL
L_
U.f�.W
reua
INSTALLATION I 1-V4' �12�
TYPE N IX WOOD BUCKSTRIP,
SEE NOTE 2,THIS SHEET 'MIM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
LYNN
INSTALLATION NOTES:
EMBEDMENT -s
1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. t No.58705
• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE Of Z
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-112'THICK OR GREATER. Itf-
•
-
EDGE L INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING -41
DISTANCE JURISDICTION.
,0 STATE I 4
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
—H At
VERTICAL SECTION H N,,
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. I I
A.LYNN MILLER,RE
P.E-#68705 j j
y
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR F1N FRAMES
ell
PRODUCT REVISED
as complying with the Ilarida
Bcildhtgcodo 15-0528.27
' Accaptone-No q
ANGLEDICURVED E ration Dala ♦,
FRAME ASSEMBLY ANGLEDICURVED
WCORNER
FRAME ASSEMBLY
FRAME ASSEMBLY ( W OORNER M[am'Dada product
I FRAME ASEMBLY
t
L,11i m NO CHANGE THIS SHEET
10 I t 10 I m
ALL CORNERS TO j J ALL CORNERS TO j z
USE GASKET I USE GASKET I
ANDtOR SEALANT AND/OR SEALANT
/
� EQUAL-LEG FRAME � I } a CO '^aa
I // FLANGE FRAME ti a O
r EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR O o
AND EXTERIOR FRAME WELDS MITERED FRAME WITH INTERIOR Lry N N N
FLANGE FRAME (SHOWN)OR CORNER KEYS AT AND EXTERIOR FRAME WELDS O HOWN)OR CORNER KEYS AT -j W
30 SCREW BOSSES.SEALANT AT ALL CORNERS SC EW BOSSES.SEALANT AT ALL CORNERS z LL I�W C J -.0
30
C-)
U
to
w m t9 w !)Me
.094.2.7841�—+{ 2.764' --�{ 2.754' Z R z 6A O Z2' LL
.094" —►..I Is-- I .094' •-J{�..� :5 OO 0
TABLE 9: .074' r ,062' .074" I� .002` .074' r .062" Q Z iT
Item PGT Part tt Description Material I1 S.3T5^ vjL
tl 1.$75` �f- 1.375'
1 42530 Flanged Flame Aitrm.6063-75 tA06, .438' 500" .436" 500^ 438' ? O N
2 4285 Equal-leg Frame Alum.6063- •500" —►{I-.— .850"'c 0°B• -- ,050n1Il006' ` —►{�-+— .050"0006' 0 U) Z
3 4256 Integral Fin Frame Alum.6063.75 FLANGE FRAME EQUAL-LEG FRAME 1.125• •077" < Z "O'S
4 4255 71161 t emi.Glass Beading Alum.6063-T5 I a#/42530,6063-TS #4265,606&T5 -•—
5 4254 II.G.Glass Beading Alum.6063-T5
FIN FRAME
Be 4270 installation Fastener Conor Alum.6063T5 a #4256,6063-T5 0 D'
8b 4224 tnstailalion Fastener Cover Rigid PVC LL
,can sauce
10 705890 lGasket(at 90`comer Joints) Polyethylene 1 —••{ 1.206" �+-- �._..{ `.,.— ,3q8"
11 TP24718 jVmyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 L— I�7--'T �Itt�I����yy 1.037 y LYNN���rrrrr
13 Dow 699,GE 7700 Sllioone or Equiv. .875 " !' .675^ `��,�`,.•'itCENSF`.F'p r
20 71852K Selling Block,Mono.3/16"x 7/16'x 4" Neoprene,Duro.85+/-1
21 71704AK Setting Block,I.G.3118`z 1.3!32"x 4' Neoprene,Dum.85+1-1 }—" •050` � � .050` I No.56705 ._
22 DURAK716 7116'DuraSeai Spacer 3/16"&1/4" I.G.GLASS INSTALLATION = �( [Y
29 k8 x 1-1/4"FH SMS Stainless Steel GLASS BEADING BEADING FASTENER COVER s . Uj
30 T61PQX tY8 x 1"Quad PH SMS Stainless Steel 4 #4256,6063-T5 #4254,6063-T5 !a #4270,6063-T5 1 ST,� '•.,FCOR50P.'(j�`
'/",9/ONAX-� 't
Ar+llnitttt
A.LYNN MILLER,P.E.
P.E.M 69705