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Product Approval Menu>Product or Aonlication Search>Aopliction List>Application Detail
� f FL# FL2SJ�R+2
�, S. :x..� .. Application Type visio
Code Version 2034
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived -_
Product Manufacturer PGT Industries
Address/Phone/Email 1070 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 BRteri Dp018 f I
Subcategory Sli dill xterior D or 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 s:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtD gsEt2PTand5 bm5 E... 10/30/2015
Florida Building Code Online Page 2 of 3
Summary of Products
FL# IModel,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL.2 1-B;L C CAC 1t=0123.,_-21
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 Il 14-0123.13..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:
251.2 SGD-671)HP(Non;ImpacOW Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.07 HP.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A 1! a ion Ins rc7CtlDn
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for L„_5;1 R I,I,-„�_;(y;Os
product performance information,anchorage details,and anchor type, Ve`rifie—dr .—M-ram7'Dad-eiBCCG—IC-
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 JSGD-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.pdf
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 R26 I1 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 JiSGD-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.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions I{
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 It 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.pdf
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.pdf {{
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER 4
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 JiSGD-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 II 15-0106.09 HP SM.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:
251.7 ED-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.pdf
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 II 15-0609.12.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:
251.8 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.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date E
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 Ii 15-0609.10 DR.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:
251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CHC 15-0409.02.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5E... 10/30/2015
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 11 15-0409.02.Ddf
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.odf
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.Dof
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
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251, r_7.26.,C CAC 15=0612.07 Shl.odf I
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(NCA)for FI-251 R26 15,_GF12.07 SMS f
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:
251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency.Certificate
Approved for use In HVHZ:Yes FL251. R26 C CFC 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 R26 IT 15-0409.04.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:
251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL.251 R26 C CAC 15-0409.02.0f
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 R26 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:
KE E9
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovrioht 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
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:
sGhe f:
SCC'lirtl:{'ki F.TitF t:::^r
https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm5E... 10/30/2015
M IAM I•DADE MIAMI—DADE COUNTY,FLORIDA
e 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)3152599
NOTICE OF ACCEPTANCE (NOA) Nwiv.miamidade.Fov/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 t6sted 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 AIU
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: Se 't
a<fi71I- " unnni a m 3it__ s_lg Plass oto.rs iiseenaelas - .11
APPROVAL DOCUMENT: Drawing No. PGT0003, titled "Series 670 H.Y. 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., 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 RATING%=
LABELING: Each unit shall bear a 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 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 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
MIAMI•DA®UNTY J 1� Expiration Date: March 2a,2020
tt Approval Date: March 12,2015
j rE t I Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0003, titled "Series 670 H.P. AlumimEm 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 Idalnus 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 Al uninum 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.
(Submitted under-previous NOA No. 09-0826.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5t"
Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by
Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04/0
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jaime D.Gascoh3 r.E.
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 51h 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 Lymi Miller,P. E.
(Submitted under previous NOA No. 11-10.18.18)
5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11,
signed and sealed by Lynn Miller,P.E.
(Submitted under previous NOA No. 11-10.18.18)
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 Rill 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 letter 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 under 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
"670I1P Aluminum Sliding Glass Doors w / Reinforcements - N.L", approved on
12/15/11 and expiring on 03/24/15.
Jaime D.Gascon,P.-'h.
Product Control Section Supervisor
NOA No.15-0106.07
Expiration Date: Mareli 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)
GI-(1)LITE OF 3/16"TEMPERED GLASS.
G1A-(1)LITE OFI/4"TEMPERED GLASS. SEE TABLES 1 & 1A, SHEET4
G2-1"I.G.:(1)LITE OF 3116"TEMPERED GLASS+518"AIR SPACE+(1)LITE OF 3/16"TEMPERED GLASS.
G2A-1"I.G.:(1)LITE OF 1/4"TEMPERED GLASS+1/2"AIR SPACE+(1)LITE OF 114"TEMPERED GLASS.
2.DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
3.ANCHORAGE:THE 33 1/3%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 SEALAIJT. GENERAL NOTES.............1
6.REFERENCES:TEST REPORTS FTL-5987 AND FTL-5995,DATED 08/07109 AND FTL-7825. ELEVATIONS......................2
ELCO TEXTRON NOA,ANSIIAF&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 LIST.......................9
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 114"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). 1/4"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 BE 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 1/8"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 SU STRATE,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.
Concralo Strength Requirements Masonry strength Requlromente PRODUCI'RP.l43WED
Ungrounted CMU ASTM Ogg os wmpl,l„withth.Florida D7r-
e Dlo. re' /
YP AS1M c—bov hgroutcontcrnimg
Building Code
Concrete Screw Anchorage Minimum Embedment an mum Edge etance Re quiremenle 114” 2700 psi Grouted CMU to Sucllma 2105.2.2.1.2 end Aa Iettca No ZO
Elco Ultracon RB09 d the FBC. ,Ezpim IJetc
5116" 3500 PSI
Head and 6111 JambsElco Crele•Flez 334 114" 3350 psi Y.�—
Con creta Un•Orouted CMU Grouted CMU Miami Uade Product C'.o"Iw'
Type Dia. Min.Emb. Mln.FA Mln.Emb. Min.Ed Min.Emb. Mln.Ed De0nl8ons: I I f
Elco Ultrawn
114" 1 318 1 2 112 1 114 2 112 1 314 2 112 E'h Embedment I
X511 q llq— .1.y4.3�1r Wood Screws(Head,W
\��� �Y LYNN/M/
Etiw bre�Pkx ISC;d 414° r - E =Edge Olslanrs T e �`2� �; P•CC,7 714 2 1t2 P,Idt - Yp ; GENSFFAIn.=Mlnlmum #12 Wood ScrewCONCRETE SCREWSSTRENGTHS: Elco crate-Flax SS4 = No.58705
FyMIN.=135 KSI UNLESS OTHERWISE NOTED
Fu MIN. 177 KSI -
wn4 �
J � WtOSF
03/02/16 D REMOVED NOAH YEAR OF STANDARD FROM NOTES GENERAL NOTES AND MAP � FcoRlv�.•''G��
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J.J. 10/!1/11 C FBC201000DECHANGE,SHUTTERNOTEREVISED FL 34276 rar ,���SS�... ...
SMC 02/23/!0 a B PER M14MI DADE COMMENTS SERIES 670 H.P.ALUM.SGD--NON-IMPACT �r
P.O.BOX 1678 AIWO 141094,P.E.
n.anet: cyec cnsdaa t>.me NOXOMIS,FL 34274 ® SOD670 H.P. NT3 1 w 10 PGT0003 O P.E.#58705
SMC OW5107 R.td
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
A ®g p l A B F I
B 6 8
MAX
• K D J D K MAX. ff—E
UNITHEIGHT 6 6 6 6 HEIGHT 6 6 6 6
108" 108"
LXOWXk( 6 fi 8 OMt MOt O^O 8 6 8
MAX. UNIT
WIDTH 191 1/2"
AIB F I
8
MAX. K D J M J D Ke
RODUCT FtCNBMiD
HEIGHT 6 �y-mPtyl tg ty,hthe Florida
6 6
BW1dio8 0/7-
1081,108tt AtccDtarico No 1
B ioryflete -��
Miami Oade Pto uct Con"ol 7
��//��// 11111111
OMO 6 6 8
APPROVED CONFIGURATIONS : No.56705
3 5 !S cLl,
nacde,-. amm: RMkFn> taeo{pms ~�•'., 5 ATE OF
J.R. 03/02/15 D NO CHANGE THIS SHEET ELEVATIONS %'C�'• F(OR10P,•' \
oum; n,�csr,,,. THIS SHEET 1070TECHNOLOGYORNE `S`S10NF��-�C1G\
.J. 10/11/11 C NO CHANGE NaxGMts Fl 3az75
Jr""
m SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02/23/10 B PER MIAMI DADS COMMENTS P.o.SOX 1520 s i�.twat �, awa o.+roRw aer A.LYfft�Jn aER,P.E.
�*„mm: � tum: NOXOMIS,FL 30274 ® SGD870 H.P. NTS 2 10 PGT0003 D p.EJ158705
SMC 08105/09 RJA
200 3/16"TEMPEREDP314'NOM.
2�1 1/4"TEMPERED
_--. 74
82 82
3/4"NOM.
S GLASS
78 78 BITE
EXTERIOR
EXTERIOR
54 5
3/16"TEMPERED-TYPE G1
208 1"NOM.
3/16"TEMPERED 209 1"NOM.
f 114"TEMPERED
5/8"AIR SPACE 74
31TE AIR SPACE 74
/16"TEMPERED
1/4" MPERED
83 83
PRODUCI'RENBNliD
3/4"NOM. ns complying vAIA the Florida
GLASS 3/4"NOM. Building Code O�
79 BITE BITE
Fa inn a e �pZ
79
MI—i Dade Pro urd Control
EXTERIOR
EXTERIOR
4fiee7�7,
TRUSEALDURASEALSPACER55
55 r�.• ��cENSF ,,cQp*i
TRUSEAL DURASEAL SPACER
1" I.G. -TYPE G2 1" I.G.-TYPE G2A No.58705 _
sEs
C_: U,-
DOM "ehtr�c owl OT•. SAT OF 01
J.R. 03/02/15 D NO CHANGE THIS SHEET GLAZING DETAILS ;�` ''`���?!P"•' �``
Rn¢au• 1070TECHNOLOGYDRN2
J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,R.34275
SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02/23110 S PER MIAMI DAVE COMMENTS P.O.eox 1520 s —
u—s.;mx craana mn. NOKOMIS,FL 34274 a A.LYNN M11ILLER,P.E.
SMC OH/05109 RJA SGDS70HP- NT$ 3 10 PGT0003 D P.E.058705
61
DESIGN PRESSURE AND ANCHORAGE-REINFORCEMENT-HIGH SILL RISER(4.00') TABLET.
>HEAD&SILL(H&S)INTERLOCK&ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEL
>JAMB ANCHOR QTY.
Anchor Types;
3116'TEMPER®(Mono.&I.G.U.) 1) '1/4"ELCO ULTRACON(FORMERLY TAPCON)
GLASS TYPE G1&G2 2) '1/4"SS4 CRETE-FLEX 113
114• ER133{pnm o.&L'Y G'u} 3) "5/16'ULTRACON
CLAS TYPE G1A&G2A 4) '#12 STEEL SCREW(G5)
SEE ANCHORAGE NOTES 1&2 ON SHEET 1. es
UNIT HEIGHT HEAVY DUTY ASTRAGAL
84 90 96 102 108 HEAVY DUTY STILES
U ❑ U ❑ U p❑ U ❑ U ❑ U ❑ 62 111 61 66
O Z S O z O O Z O O Z O O Z O O Z
NOM.PANEL FRAME SIDE U 0 3.
WIDTH
v N N N '' N •' N '' N 66
GLASS TYPE-G1,GIA,G2,32A +90-209.0 +90-209.0 +90-209.0 +90-209.0 +90-205.3 +90-192.6
24 H&S C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 I C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2
00.
d` JAMB 10 1 10 1 10 10 10 12 10 1 10 1 12 10 1 10 1 12 10 10 14 10 10 1 14
GLASS TYPE-G1,G1A,G2,G2A +90-209.0 +90-209.0 +90-197.1 +90-182.5 +90-169.9 +90-159.0 ALL INTERLOCKS TO BE REINFORCED
30 H&S C6+2 C6+2 I 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_1_10 1_ 12__ 10 1 10 12 10 10 14 10 1 10 1 14 10 1 10 14 10 1 10 14
GLASS TYPE-G1,G1A,G2,G2A MC+EOj-11175G0 +90-164.0 +90-157.0 +90-151.0 +90-146.0 +90-136.9
36
g H&S Luh+ �a642;T2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2C8+2 C6+2 C6+2 C8+2
10 i0 2 10 10 12 10 10 12 10 10 12 10 10 14 10 10 14
GLASS TYPE-G1 +90-163.G-- +90-142.0 +90-128.0 +90-118.0 +90-110.0 +90-104.0
GLASS - E-G1A,G2,G2A )R+901C1� 53?0�IV+90-142.0 +90-128.0 +90-118.0 +90-110.0 +90-121.4
2 g H&S Q C6 3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 j7' C6+2 C6+2 C8+2
I JAMB 10 90 _ 10 10 12 10 10 12 10 10 12 10 10 IO 10 14
GLASS TYP:-G1 131:0 +90-140.0 490-124.0 +90-113.0 +90-103.0 +90 -94.2
GLAS E-GA G2,G2A W90 15970 � +90-140.0 +90-124.0 +90-113.0 +90-118.6 +90-110.0 17
o H&S 6+2 C e8y4(GIj+2 C8+2 C8+3 C6+2 C6+2 C7+3 C6+2 C8+2 C7+3 C6+2 C6+2 C6+2 C6+2 C8+3
T51v r� ODUCP RENBWE•D
dr JAMB 10 X10 10 12 10 10 12 10 10 12 10 10 10 10 14 as complyU8 wl0t the FluriAa
DLO WIDTH=NOM.PANEL WIDTH-7" taww-g� S , ,6
py
1,POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. = EXAMPLE ON SHEET 5 pueptoneo No G
2.WHEN USING THE 2 1/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH DLO HEIGHT=NOM. TABLE 1A PANEL HEIGHT-8.25" OH LENGTH g*y�1O7�`
-
THE 3 1/4"SILL,POSITIVE PRE RE O< 13y-
EG IVE AR6 SI}RG SILL HT.VS POS.OP OVERHANG Minml DaAc Product Cant nl
UNCHANGED). SEE TABLE 1A NTE - SILL WE (+)DESIGN
3.2 112",3 114"AND 4"SILL HEIG A R A R INFI RA ON r OH LENGTH
HEIGHT LOAD
RESISTANCE S NOT REQUIRED. POSIWHEREAS THE 1 1/2"SILL IS NOT AND TIVE � �
DESIGN PRESSURES SHOWN IN TABLE FLUSH 1.12' WA HEIGHT
ONLY BE USED WHERE WATER OH OH HEIGHT \\,�ON1LY NI�i///� '
I MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING LpVYs7�1l2 4B BPF_ EQUAL TO 1 ��4 ��OENSF
WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION OI OR GREATER
0 � 1 O X No.56705 _
IS NOT RATED FOR WATER INFILTRATION. �Ht;H'�"�q (>fPSF L-_❑ _ A
4.SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.
SEE NOTES 1-3 SEE NOTE 3 - u _
5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. D '• 3 5 �S 4!
FaMur. qm: nMW�: arvten STATE OF
J.R. 09/01/16 D NOCHANGE THIS SHEET DP AND ANCHORAGE CHART �p�,`,cc��'•. FLORIOP., 0
xMdoM: f070TECHN,FL 342ANE ,/�SSS/Q(�I��.
J.J. 1-0/11/11 C NO CHANGE THIS SHEET NoxoMls,Fl.s4z7s
SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 01!23/10 B PER MIAMI DAVE COMMENTS P.O.BOX 1620 -,_. m � N, a,,, ,L Y�t I t I I�t t``
p er.odm: Clio NOKOMIS,FL34274 d A.LYNN MILLER,P.E.
SMC 615109 500870 H.P. NTS 4 10 PGTrinm D P.E.#58705
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: 1)14"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"ELCO SS4 CRETE-FLEX 3)5/16"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.
F SEE CLUSTER DET.,SHT.6
i INTERIOR
"ANCHORS PER PANEL"ARE THOSE 3-1l2"MAX. INTERLOCK 3.5"MAX. ASTRAGAL � 8"MAX.
AT THE HEAD AND SILL BETWEEN CENTERLINE O.C. CENTERLINE
CLUSTERS OR THOSE BETWEEN A i
i CLUSTER AND A FRAME JAMB. ° ° °
2.04" 4.
24"MAX.O.C. LOCATED BELOW
8"MAX. —moi 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)ANCHORS TOTAL AT HEAD AND AT SILL
e. 3 C8 3 C8 3 C8 3
x icz,x x"t�ixl(�1� % x x x
6°MAX.
x
%
%
(14)ANCHORS
MAX x x x 21 PER JAMB(SEE
MAX.O.C. SHEET 6 FOR
x PRODUCT RL•Nl1NEU
CLUSTER O.C. ac complying with the Florida
x x x� Accep tg Co�ctt.IW
SPACING) (j
Acceptance
% %% ,x_ _x�% x'% at % xx x tC
6"MAX. �UXl�x��.-X`_-I —.4 24"MAAX..OMiami Dnd
rr`L 8"MAX.,TYP. L~ C.L.ASTRAGAL tt,t i t i I I II J
191 1/2"MAX. ...........
EXAMPLE OXXO ANCHORAGE PLAN: `,k�:• ttctNsC ,Fp
(4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE NO.56T0s
t"3;'xnj�w
Aj
BMJ.R. 03102115 xD NO CHANGE THIS SHEET '.:P40MOPR"Of .'
ANCHORAGE SPACING&EXAMPLE PLANS c�`
R 10707ECHNOLOOYDRNE �i S
J.J. 10/11/11 C NO CHANGE THIS SHEET NOXOMIS,F134276 0NAl-
�� RmhMu• SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.BOX 1628 °„ryµ, n..:
O,r°"By. 9K vXakaa mm. NOKOMIS,FL 34274 ® w A.LYNN MILLER,P.E.
SMC 08/05/09 RJA SODB70 H.P. NTS 5 10 PGT0003 D P.E.tt 58705
------------------- _ ---------------
a EXTERIOR INTERIOR . I INT. ASTRAGAL OR t INT ASTRAGAL OR i
3.50" / ` I INTERLOCK I I I-+-INTERLOCK i
(ALL VERT.SECTIONS) \l t I`- I t
I CENTERLINE i � CENTERLINE
NOTE:
ALL DIMENSIONS SHOWN I i 7"MIN.
4.051" t 1.75"MIN. t 7"MIN.
ARE BASED ON MINIMUM I 1.75"MIN. i
ALLOWED. 21/16"O,C. `\` i, D.C. i t i o
2x WOOD BUCK TYP.,SEE - i
1"MIN. ANCHOR NOTE 3,SHT.1 ° 2.04"i 2.04"
10
E.D.TYP. TYPICAL JAMB CLUSTER i T� y
FOR DETAILS"D"&"E" I 3.50"MIN� i 3.50"MIN.
_----_--_-____________J
2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK
EM' 1 1 318"MIN. 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER
114" SEE CHART,SHT.1 -�I --------------------A-TRAGAL OR
.
INT.
T' INTERLOCK
SHIM1/4"MAX.SHIM -►I = I CENTERLINE I
WOOD ANCHOR TYP.,SEE 1x WOOD SEE CHART, 7"MIN. I 3.50"
ANCHOR NOTE 2,SHT.1 ':• SHT.1 I MIN,
DETAIL A,2-TRACK WI SCREEN FRAME HEAD SEE ANCHOR BUCK TYP., q
WOOD INSTALLATION NOTE 3,SHT.1 :•'r•`,+: �� j
CONCRETE ' I 2ck
.04"i
ANCHOR TYP., °
SEE ANCHOR 2 1/16"O.C. i i
1"MIN. L------4_051'-----------------------
E.D. 1/16"O.C. NOTE 1,SHT.1 *t
TYP. 2-TRACK,ASTRAGAL/INTERLOCK
;"•,"- ONCRETE ANCHOR CLUSTER-C7
EXT. D 'KE�dAB
EXT. I #ANC'HO
1 318"MIN. 2 1116"O.C.
1 r CIT CHART,SHT.11/4" 2x WOOD BUCK TYP.,SEE 1xWOOD
MAX. SEE CHART,
SHIM ANCHOR NOTE 3,SHT.1 BUCK TYP., SHT.1
WOR 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,
13/8"MIN. SHIM
WOOD ANCHOR TYP.,SEE 1"MIN ONCRETE ANCHOR TYP.,
ANCHOR NOTE 2,SHT.1 1/4"MAX.SHIM E.D.,
SEE-A GHOR NOTE 1,SHT.1
TYP. 9 -A 2-Ti .C F.. .M&HEAD PRODUCrIKENEWS13
2x WOOD BUCK TYP.,SEE OORC -INS I, ION' 03 complyi%with the Florida a
1/4"MAX. ANCHOR NOTE 3,SHT.1 Uuildirrg CodoacAptance No 11
(SEE ANCHOR 2 1/16"D.C.,TYP. E or Aa�Gc:
ZQZd
NOTE 5,SHT.1) 1/4"MAX.
J� 2 1/16"O.C. (SEE ANCHOR gy �
WOOD ANCHOR NOTE 5,SHT.1) ONCRETE Miami Wade
EXT — TYP.,SEE ANCHOR EXT. 1 ;
~`~'
13/8"MIN. NOTE 2,SHT.1 J l t t t t 1 i
2x WOOD BUCK TYP.,SEE ,'i•';:'!', ;;, ••,:!,•: SEE CHART, ,\\o 1.YNiV nj/z�
2 1/16„
1"MIN I+ EXT. ANCHOR NOTE 3,SHT.1 SHT.1
E.D., "...:• GENSF '.FP ��
O.C.,TYP. TYP 0ET�2,TRACK F.RAMETAMB CONCRETE ANCHOR TYP.,
DETAIL C,2-TRACK FRAME SILL •' �• 1YAT 917 SE CHART, 58705
SEE ANCHOR NOTE 1 SHT '•
WOOD INSTALLATION DETAIL Gm2 TRAC +.R�AM&SILL• SHT.1 _ a
GRETEIINSTALL�A`fION Luz
R— Oafs Rmkb"> p„y i.A' \�
J.R. 03102115 R D NO CHANGE THIS SHEET 1070 TECHNOLooYORIVE ANCHORAGE,EXAMPLE CLUSTERS '�C,�''•,•FLpRISOJ?:•••�(j�
J.J. 10111/11 C NO CHANGE THIS SHEET NOXOMIS,F134275rft
/�s`sl" �(
SERIES 670 H.P.ALUM.SGD-NON-IMPACT ,/ONA-j, \
SMC 02/23/10 B PER MIAMI DAVE COMMENTS P.O. 1528 ,, air.: aro.e p„ro R„ t i t
NOKOMIS,F134274 N A.1.111 �ILLEIR,P.E.
o—w�' 4i� Oaro. SODS70HP. NTS 6 d 10 PGT0003 0 P.E.058705
SMC 08/05/00 RJA
PANEL LETTER DETAIL'K'OR'L',SHT.8& NOTE:
K SINGLE ANCHOR DETAILS'D'& 1.MAXIMUM NOMINAL
INTERLOCK LOCKSTILE f
'E',SHT.6 fDETAIL'J',SHT.8 PANEL WIDTH FOR ALL
-- PANEL CONFIGURATIONS
A SINGLE t„ `– `–� EQUALS 48"
H INTERLOCK LOCKSTILE
ASTRAGAL DETAIL'M',SHT.8 DETAIL'I',SHT.8&
D SINGLE EXTERIOR ANCHOR DETAILS'A','B'&
LOCKSTILE INTERLOCK 'F',SHT.6
191 1/2"MAX.WIDTH
M
LOCKSTILE SINGLE SEE FIXED
INTERLOCK 41"MAX. PANEL CLIP
D.L.O. DETAIL BELOW
LSINGLE ASTRAGAL WIDTH
(BOxOaq INTERLOCK
LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL
OUT INTERLOCK TYPE I TYPE TYPE I TYPE
(BoxouO 'R' I 'L' 'D' I 'P'
NASTRAGAL SINGLE 97 X. 108"
(BOxOUG !N INTERLOCK I I MAX.
C SEE TYP. P.
SINGLE ASTRAGAL I f I D.L.O.MAX.
fNTERLOCK IN HT.
I I
�xl+�
REINF. I NOTE REINF.
P SINGLE FIXED I 3
INTERLOCK LOCKSTILE
R FIXED SINGLE 7 i
LOCKSTILE INTERLOCK t
T FIXED SEE FRAME& OXXO(2 TRACK) DETAIL'H',SHT.8&1
ASTRAGAL LOCKSTILE ANCHOR DETAILS'C'&
(SOKO� OUT PANEL CORNER 'G',SHT.6
T — CONSTRUCTION #8 X 1.00"
ASTRAGAL FIXED DETAILS BELOW PH SMS(OPTIONAL) #10X1.25"
IN LOCKSTILE TEK SCREW
MOxIN)
SFIXED ASTRAGAL
(BOxOu71
LOCKSTILE OUT
S FIXED ASTRAGAL
LOCKSTILE IN pppDULT Ri,.NEWED
(eoxlR)
m complyUiBwlUr iNc Florida
4
Bui1d(nB Co do
INTERIOR AaeytwxB No
q1111 X 0"
(ALL PANEL TYPES) PH SMS FIXED PANEL Mi nacre ua I i
EXTERIOR PANEL CORNER FRAME CORNER
CLIP DETAIL
DETAIL DETAIL
HEAD SHOWN,SILL
APPLICABLE LYNN
NOTE:
NOTES:1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL �` �,• �eNs
REINFORCEMENT REQUIRED AT PANEL WIDTH=48". SEE SHT.8FORSECTIONDETAILSANDSHTS.4-6 FOR � ' `� S
ANCHORAGE DETAILS. =zt; JK =
ALL INTERLOCKS. 2.MAX.DLO WIDTH=41"MAX. MAX.DLO HEIGHT=97 7/8"MAX. No.�87G�
3.(1)LOCK(ITEMS 75&107=110)AT EACH LOCKSTILE,LOCKING INTO KEEPER – Of_
(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = 0 '• rj r E rj lll=
rs
J. 00?/f6 "a NO CHANGE THIS SHEET P NEL TYPES/EXAMPLE ELEVATIONS
B„ f070TECHNOLOGYDRIVE ,,� �'�`S OfJAL ? \\
J.J. f0/f 1/11 C NO CHANGE THIS SHEET NOKOMIS,FL 34276 �, ' / �.
P.O.BOX 1628 SERIES 670 H.P.ALUM.SGD-NON-1/0
SMC 07/23/10 B PER MIAMI DADE COMMENTS B.i.xwet sdz s,rc a waR> 'w A.LYNN Wl!ER,P.E.
NOKOMI9,FL 34274
�3MC 03/05/08 RA o�w SGD670H.P. NTS 7 a 10 PGT0003 D P.E.Il58705
SEE FIXED PANEL CLIP
62 111 63 61 66 DETAIL,THIS SHEET 14
61
65 113 4 14 INTERIOR 5
(ALL HORIZ.SECTIONS) 61
66 122 121 5 EXTERIOR IF
81 � 75
113
ALL REINFORCED INTERLOCK 15 103 113 88
DETAIL'J' 1112
DETAIL'L' ASTRAGAL
53 113 106 105 DETAIL'M'
2
52 51 I AT MIDSPAN
112
46 DETAIL'K'(FIXED PANEL) 3„
45 069
48 47 0
52 51
112 3" o
53 I DETAIL'P'SCREEN
2 AT JAMB ° 1216-1 1
DETAIL'N'SCREEN DETAIL'O'SCREEN
3
AT HEAD AT SILL 9/IP
FIXED PANEL CLIP REO'D AT TOP
(HEAD)&BOTTOM(SILL)OF FIXED"0"
SILL RISERS OPTIONS aEXTERIOR INTERIOR[ PANELS.SEE SECTIONU'THIS SHT.&
(ALL VERT.SECTIONS) FIXED PANEL CLIP DETAIL ON SHT.7
(SEE D.P.LIMIT TABLE 1A,SHEET 4) 24
23
21
1
19 � --f 4.055' 113 5
2.555. 3.305' 71 69
1.587' J
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 97 7/8'
MAX. DETAIL T
25 EXT. DLO RODUCT RENB\VED
Ilding c,with the Ftoride
22 TYP' ulldtng Codd
k
eJ (6.
69
20 4.055' i1.5s7 �,,\ \A(LYNN 41\FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER
'. No.58705 .•'
DETAIL'H' �e -
515
J.R. 03/07/15 D ADDED#71 TO DETAILS H&1,AND#113 TODETAIL J VERTICAL&HORIZONTAL SECTION DETAILS ..........
J.J. 1011/11 C NO CHANDE THIS SHEET 107N KOMIS FL 3 zis'�E SERIES 670 H.P.ALUM.SGD-1ON-IMPACT ,��SS�CPJF�L
oee R.Kw,n
SMC 02123/10 B PERMUIMIDADECOMMENTS P.O.BOX1618 saw — 4••roN,
a,H„�;p•ty. poyyQ OY(e NOKOMIS,FLwm a d 10 PGT0003 D ALYP.E.B SLB 05 PE
NO 0105/09 5008701.1. NTS B
ITEM PGT Dwg.# PGT.# Description ITEM PGT Dwg.# PGT.# Description
1 17306 617306 2-TRACK HEAD 61 17326 617326 PANEL STILE(HEAVY DUTY)
2 17303 617303 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 HEAD/JAMB ADD-ON 64 1729 71729 SILL END WEATHERSTRIP PAD
7 17304 617304 2-TRACK SILL 65 17328 617328 INTERLOCK SCREW COVER
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 66 17346 617346 INTERLOCK ALUM REINF.(PANEL-9")
11 17313 617313 FRAME SILL TRACK INSERT 68 17339 617339 HEAVY DUTY ASTRAGAL
12 17315 617315 FRAME SILL SCREEN ADD-ON 69 17324 617324 TOP&BOTTOM RAIL
14 17305 617305 2-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 71 1695 71695 1 1/2"X 1'X3/4'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 8163 78163N TANDEM NYLON ROLLER ASSY.
20 17321 617321 SILL RISER-LOW FLAT 74 SILICONE DOW 899 OR 995
21 17318 617318 SILL RISER-LOW HOLLOW 75 8185 78185X GEMINI MORTICE 3-PLY LOCK W/LONG TRIM PLATE
22 17355 617355 SILL RISER-MED FLAT 76 71032XIFPFX #1032 X 1"FL.SS SCREW W/TYPE"F"TIP
23 17354 617354 SILL RISER-MED HOLLOW 77 7103239 10-32 STEEL ZINC U-NUT
24 17320 617320 SILL RISER-HIGH HOLLOW 78 17358 617358 3116&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-LOCKSTILE83 IGTAPE 1/2"X 1/16"SINGLE SIDE ADHESIVE TAPE FOR IG BEAD
41 7LOCKWGSK SCREEN LOCKSET
42 41818 SCREEN KEEPER SPACER SET 100 8052 48052 ROLLER ADJ.HOLE PLUG
43 8152 68152 SCREEN INTERLOCK ADAPTER 101 72087 JAMB BUMPER
44 4426 64428 SCREEN DOUBLE INTERLOCK 102 1696 71696 DUST PLUG
45 4317 612256 SCREEN TOP RAIL 103 8186 78186X 1'KEEPER
46 4318 612257 SCREEN BOTTOM RAIL 104 653 7SOKEEP SCREEN LOCK KEEPER
47 668 78RAZ STANDARD ROLLER 105 17344 617344 FIXED PANEL CLIP-6"LONG
48 668 7SRAX STANDARD ROLLER-ST.STL. 106 17352 617352 EXTERIOR FIXED PANEL RETAINER
49 4344 64344 SCREEN ASTRAGAL 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
51 1692 61692 SCREEN SPLINE-.165 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
52 1694 61694 SCREEN SPLINE-.150 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
53 61816020 SCREEN CLOTH 111 710X34PPSDAX#10 X3/4"PH.PN.TEK-S.S.
54 1725 112'x 4"x 1/16 SITTING BLOCK 112 123$ 67816 WSTP,.270 X.170-FIN SEAL
55 1726 1'X4"X 1116"SITTING BLOCK 113 1712 64066 .187 X.230 FINSEAL
114 71OX115PPX #10X11!2' PRODUCT RENEWED
200 GLASS 3f16TEMPERED 115 710XPPT #10X1" mcomplyl.8with the Florida
201 GLASS 114 TEMPERED 116 720X1X #14.20Xi"ST.STL. Oemytencc.No S-•ing Code �1./�"d
206 GLASS IG 3116-3116 FULLY TEMPERED 117 720XI12X #14-20 X1.6'ST.STL. ate Tl`3--alp
209 GLASS IG 114-1/4 FULLY TEMPERED 121 17353 °O'PANEL BRACKET `
122 #10 X 1 1/4"TEK SCREW Hemi Dade Product Cbntro�
ttt IJ7
NOTE;ALL ALUMINUM=6063-T6 � .• t�GENSC '•.FQ
isis%
No.58%05
13
FJ.R. 03/02/16 R D NO CHANGE THIS SHEET pj' 6{AC E OFS
fO707ECHNOLOGYDRNE PARTS LIST ' '�` F<ORlo�.••'
J.r M.J. 1/11/11 ReC NOCHANGE THIS SHEET NoxoM,s,Fcs4zr5 SERIES 670 H.P.ALUM.SGD-NON-IMPACT
��''�S;s/OlVAI_��G�
SMC 02123110 B PER MIAMI DADE COMMENTS P.O.BOX 1525 �.__..._, sre a+"+cNa n". A.LYFtN Mfull P.E.
aw"� t>ara NOKOMIS,FL 34274 a y �� PGT0003 D P•EX 59705
SMC 08105/09 RJA 800870 H.P. NTS 9
1.36"
(�- -►I If 0.718" 1.050" 0.83" 1.050" 1.003"
0.325" 0.06 0.779" 0.752" 0.290"
���nnnJJl 0.757" 1.36"
]71,i3O3"
0.062" � 0.080" 0.050"
0.284" 0.050' 0.081"
GLAZING BEAD(I.G.)
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK (79)MAT'L:6063-T6 FIXED PANEL CLIP
(65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (78)MAT'L:6063-T6 01)MAT L:6063-T6 (105)MAT'L:6063-T6
4.125" ►I 6.198" -�( 4.49"
0.081" 6.198"
6L,UH 1.505"
0.062" 1.3+04"rF 1'2Hill5.069"
I- 1�
0.081" A
Imo- 3.25" -�I 2-TRACK HEAD W!SCREEN TRACK 0 232" 0.080" 2-TRACK SILL
TOP/BOTTOM BOTTOM RAIL (2)MAT'L:6063-T6 ~� (7)MAT'L:6063-T6
(69)MAT'L:6063-T6 3.979"
4., 1.467" 6.221"
2S R EE JAMB K
0,062" --�It►- 05" 2-TRACK JAMB SCREEN TRACK
0.075" (14)MAT'L:6063-T6 (15)MAT'L:6063-T6
0.133" 1.645"FLUSH FLAT SILL RISER
1.6" 1 (18)MAT'L'6063-T6
Imo- _� 0.281" 1 1'872" 0.080"2-TRACK /SCREEN 6 63-T6 TRACK
3.125" 8)MAT
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1j019"
(61)MAIL:6063-T6 (68)MAT'L:6063-T6 0.062' 1
5.069" 1.654" I (40)GREEN STIL�606 0.062" 8 L
I� 0
0.080" .709"
1.045" 1.162"
1.211"0.060" 1.254" I _j �-- 0.550"
081" 1.993" 0.082" FIXED PANEL RETAINER
2-TRACK HEAD 0 875" f 1.739" (106)MAT'L:6063-T6
(1)MAT'L:6063-T6 0.250" SCREEN TOP RAIL ] INTERLOCK
REINFORCEMENT 45 60 'A-T6 (62)MAT'L:6063-T6 0.232"
0.750" (66)MATL:6063-T6 ( ) 1.993"
0.750"(PANEL LENGTH-9") 0.062" PRODUCT RENB\YGD
0.232" to oompiyhtg with the Florida
0.062" SCREEN BTM.RAIL
BuildingCodo -
0.062" //
0.750" (46)MAT'L:6063-T6 AmptetteoNo 41p,
0.232" 6 Dete /
0.062" 0.996" 3.955" Miomi Dade Produ ontro��
4.055" 3.205"
3.305" \ t t U u l l
2.455"
2.555" 0.062" LNN ENS'M/�����/
1.567"
-Il _
l uj0.062 -i iF�- 0.062" 140.58705
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 _ 't
24 MAIL:6063-TB (23)MAT'L:6063-T6 21 MAIL:6063-T6 (19)MAT'L:6063-T6 (20)MAT'L:6063-T6 (22)MAT'L:6063-T6 (25)MAT'L:6063-T6 -0 2/S (� u1
loved .. Oeb RrvbW: wmkti' i "g0�
J.R. 03107/15 D NO CHANGE
THIS SHEET EXTRUSIONS �''•./'LDRIOP;••'\(��`�
R aw RaKms 1070 TECHMOLOGYDRNE
J.J. 10/11/11 C NOCHANGE THIS SHEET NOKOMI9 FL 34276Fff.
T"r lsS'/ONS).`G�
Roved By: Rem SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02123110 8 PER MIAMI DADE COMMENTS P.O.eoK 1528 yye, e1B0" a,,,,,eR, R„ I t URI"'
wren? o01 aRa oem: NOKOMIS,FL 34274 A.LYNN M�ILL�R,P.E.
SMC 08/05/09 R✓A .1.11670 H.P. TSI-10 w 10 PGT0003 D P.E.058705