HomeMy WebLinkAboutProduct Approval S WINDOW/DOOR SCHEDULE \ w S,
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APPDX IMPACT PROTECTION
ID OPENING **
NO SIZE DESIGNATION TYPE IMPACT NEW * REMARKS
GLASS SHUTTER EXTSTING
(W XH) SHUTTER
37"X 63" 25 SH X EXAMPLE
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*Window Replacement using existing shutters to comply with impact protection will require the
existing shutters to meet the requirements of the 14BC 5th Edition (2014)Residential R301.2.1.2
Florida Building Code Online Page 1 of 3
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Pro fixt Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL251- 26
a,:c Application Type evtsro
Code Version 9
Application Status A ved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer P to .Strias
Address/Phone/Email Tech etog Drive
Nokomis,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 cteAo d.rs
Subcategory Sliding Exterior Daor mblies
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
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,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 FL25_I_ R25 C Cac ia-0123.i7.�clf
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-QI23.I!.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2SGD 57,OHPj(Non--'InipacE Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate j
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.07 HP.odf j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date f
Impact Resistant:No 03/24/2020 II
Design Pressure:N/A Installation I stru-'
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for ,z i 15�c.;. �'w
product performance information,anchorage details,and anchor type, I 0 - am-We 6CC0-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 jiSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.11.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions t
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 it 15-0609.1l.odl'
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 JSGD-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 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate i
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 Lhl.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 JSGD-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 j
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 I
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.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
i Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 H 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.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 II 15-0609.10 DR.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:
251.9 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
t
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... 9/28/2015
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 It 15-0409.02.0f
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
(size,and spacing information. Created by Independent Third Party:
i Evaluation Reports
(I Created by Independent Third Party:
4251.10 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 15-0612.061 M.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 II 15-0612.06 LM.edf
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 Parry:
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 FL25t R26_C�.AC 15.0612:Q7 SM df
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 15-0612.07 SM,prdf
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 FL25t R26 C CAC 15-0409.04.0f
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
i 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 R26 Ii 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:
L- .._.............._........................_..... ...----._._..._...._.._._..------._.................-- ._.....------.....-..__._.._....._.._.._......-..-..-.-........._-.....__.... ..._...._...---------------...............
KI EN
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
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 hem.
Product Approval Accepts:
99
hY.CnFJtYAt Y:'rrtif.:S
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 9/28/2015
MIAM1DDADE W Ai41I--DADECOUNTY,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)315-2599
NOTICE OF ACCEPTANCE (NOA) Nvvnv.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(1n Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Seri "`670- "A urrrinrrrrt$hiding Glass 1 o is ern oileeme s-N.I.
APPROVAL DOCUMENT: Drawurg No. PGT0003, titled "Series 70 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., 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 RATIN e:N ne.
LABELING: Each unit shall Tear-apermanent 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 Inas 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. 15-0106.0
MIAMI•DA®LINTY T1rrCatrUrkDatE.t ariC r ...21)20
Appr a ate: arc r 2,201,
?jrv( Page 1
.+ I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
N. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0003, titled "Series 670 H.P. Alumimim 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 Aluminum Sliding Glass
Doors XOOX & XO, both prepared by Fenestration Testing I.,aboratory, Inc., both
Test Report No PTL-5987 and FTL-5995, dated 08/10/09, both signed & sealed by
Julio Gonzales,,P.E.
(Suhr»itte(l under previous NOA No. 09-0826.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"'
Addition (2014), prepared by manufacturer, dated 03105/15, signed and sealed by
Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04/119
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jaime D.Gascon,P.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 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 NOA 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.
(Submitter)uu (ler 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 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.
(Subfnitted 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
"670EIP Aluminum Sliding Glass Doors w / Reinforcements - M.", approved on
12/15/11 and expiring on 03/24/15.
Jaime D.Gascon,l?.
Prodoct Control Section Supervisor
NOA No.15-0106.07
Expiration Date: March 24,2020
Approval Date: March 12,2015
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)
G1-(1)LITE OF 3/16"TEMPERED GLASS.
GIA-(1)LITE OFI/4"TEMPERED GLASS. SEE TABLES &1A, SHEET4
G2-1"I.G.:(1)LITE OF 3/16"TEMPERED GLASS+618"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 1/4"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 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
ANCHORAGE DETAILS SEE SHEET 6. NOA DRAWING MAP
4.SHUTTERS ARE REQUIRED. SHEET
5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GENERAL NOTES.............1
6.REFERENCES:TEST REPORTS PTL-5987 AND FTL-5995,DATED 08/07/09 AND FTL-7825. ELEVATIONS......................2
ELCO TEXTRON NOA,ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH ANCHOGLAZING DETAILS............3
VELOCITY HURRICANE ZONE(HVHZ). DESIGN R E.....................4-6
8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE. DESIGN PRESSURES.......7
9.CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH A MAXIMUM OF FOUR 4 FT.NOMINAL WIDE DOOR PANELS. ELEVATIONS.....NS...........7
SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7. CONFIGURATIONS...........7
D.L.O.WIDTH=NOMINAL PANEL WIDTH-7" VERT.SECTIONS..............8
D.L.O.HEIGHT=NOMINAL PANEL HEIGHT HORIZ.SECTIONS............g
-8.25"
PARTS 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 5116"ULTRACON(FORMERLYTAPCON)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(135). 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 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.
Concrale Strength Requlremenls Masonry Strength Requirements FRODUCr BETABN'BD
type Die. 1c' Unprounled CMU ASTM CgO as mmplying wllh the Flafida D�
ASTM C490,4 lh Omal wnfarming Building Code
Concrete 6uew Anchorage Mlnlmum Embedment an Minimum go Distance Requifements 114" 2700 psi Grouted CMU to SWlm.2105.2.2.1.2 and A tvtce No
FJeo Ultmeon 8609 dthe FBC. s I.
_ I
11.8" =3500 ps1_
Mead and 6111 Jambe �a�-- ._ _ jLr wJ
1ati�Ftix S3q 114° 3350 1 Y—,n
Concrete Un-Grouted CMU Grouted CMU -- MIMI Dade Product Con Mr
Type Dia. Min.Emb. Min.Ed In..Fmb, In.Ed Min.Fmb, In.Ed DeBnlUons:
1/4° 1 318 1 2 112 1 114 2 112 7 34 2 112 E'b.=Embedment \ i I I /
Elco Nlrecon _NI" I VA At�,71 gyWt4,,,e.}�B(LB t 3A 2 12 God Screws( ee ,S 8 Amba) n. ��\ �(LYNN
7�_,�[I l l_il_.-�[l.>•[3_J E =Edge Dlslance
'Q�Cn`t7F�ex 664 1M"' 731,4 2 Tit T 114 2 72 rNadRec--�mmeMed Tye Min.Fattb Min.Ed
-' MIn.=Minimum \�a \,\GENSF'•,F.f1
#12 Wood Screw 1 1 3/8" 1 1" C•.•'
CONCRETE SCREWS STRENGTHS, Elco Crete-Flex SS4 1 1318" 1" _= No.58705 '
FyMIN.=135 KSI UNLESS OTHERWISE N07ED
Fu MIN.=177 KSI
-T OF
R_ 09/02115 a D REMOVED NOA A YEAR OF STANDARD FROM NOTES NERAL NOTES AND MAP
%���'•. FAT OF
en/wv: f070TECHNOLOOYORIVE i (C`•'•.,LORlO A.•'• \
J.J. 10/11/11 C FBC20faCODECHANGE,SHUTTER NOTE REVISED N0x0h 1276 SERIES 670 H.P.ALUM.SGD-NON-IMPACT """S/OfVA�EC�G��
SMC 02/23/10 B PER MIAMI DADE COMMENTS aarr n,.e
o„ey,a Gw: NOXOMIS,FL 34274 j63® °f1ep A' ae.: A.LYKN MI/L�f�,P.E.
SMC 06105/07 RJ4 SOD670HP. NTS d 10 POT0003 D p.E,#58705
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
A ®8 F I A a F l
MAX• K D J D t MAX• D J J D
UNIT 8 E / 8 / E UNIT
HEIGHT 8 g 5 HEIGHT e a g B g 8
108" 108"
X0, ox, XX g g g Off► . X'/-` �`�-�+ 8 6 g
MAX. UNIT
WIDTH 191 1/2"
A B F I
® ODUCf BENBWaD
8 8 8 8 avcomplyi"8w11hth¢F10rida
L E E
HEIGHT aWIdir,&Codo
108" B"`"'io Dee'ZS �j ��
Miami Dade Plo-It Control 7
\111111!
/7
APPROVED CONFIGURATIONS No.58705
�t mre: xe�tw,e auwbe.c •A 09.1
J.R. 03/02/15 D NO CHANGE THIS SHEET ELEVATIONS �'O'� '•• OR\0?.' .��'�
VE
J.J. OHf/1f ' MCC HANGETHIS SHEET t07NKONSFL34276 SERIES 670 H.P.ALUM.SGD-NON-IMPACT ��G`
SMC 02/23/10 B PER MIAMI DAVE COMMENTS P.O.BgXf620 4a,,,yµ,, q„
pO r�:aa a� NOXOMIS,lL15 274 ® A.LYP� hl'lL.R,P.E.
SMC 08/05/09 2w SGD870H.P. NTS 2 d 10 PGT0003 D P.E.058705
2�0 3/16"TEMPERED 74
201 1/4"TEMPERED 74
82 82
3/4"NOM.
GLASS 3/4"NOM.
GLASS
BITE
78 78 BITE
EXTERIOR
EXTERIOR
54 54
3/16"TEMPERED-TYPE G1 1/4 TEMPERED-TYPE 131A
@ 1"NOM.
3/16"TEMPERED 209 1"NOM.
1/4"TEMPERED
5/8"AIR SPACE
3/16"TEMPERED 74
1/2"AIR SPACE 74
1!4"TEMPERED
83 83
PRDUUCI'RENBN6D
3GLASS• mcomplyhgwltA the Florida O�
GLASS 3!4"NOM. 9ullding Code
BITE GLASS AccryI0 rcc No
79 79 BITE ate I OZ
Miami INde Pro uc1 CcmIm1
EXTERIOR
EXTERIOR t i l i l l I r r
ON . 41/
........ . <<
TRUSEAL DURASEAL SPACER P�,• �,%CENSF '•`°P
55 TRUSEAL DURASEAL SPACER
1" I.G.-TYPE G2A 55 ` * No.58705
nsatan• a."oen+ :�Q�� S TE OF ,'�((/�:
J. 03/02/15 D NO CHANGE THIS SHEET GLAZING DETAILS �` •`�oRiDP..' \�
a fo7o7a cNNOLoovowve
�J.J 1081/11 C NO CHANGE THIS SHEET NOWKWIS,FL30?75 1°' /''S10NAL
P.O. 0X 1529 SERIES 670 H.P.ALUM.SGQ-NON-IMPACT
SMC 02/23/10 S PER MIAMI DADE COMMENTS s wuoeer ad. axr o..notw. �•' A.LYNN MILLER,P.E.
10 1=11
aero: NOKOMIS,FL 34Y74 9 SOD570 H.P. NT$ 3 a 10 PGT0003 D REA 58705
SMC 08/05/09 7r✓a
I
61
DESIGN PRESSURE AND ANCHORAGE-REINFORCEMENT-HIGH SILL RISER(4.001 TABLE 1.
>HEAD&SILL(H&S)INTERLOCK&ASTRAGAL CLUSTER PLUS ANCHOR QTY.PER PANEL
>JAMB ANCi0RQ1Y.
Anchor Types;
3116'TEMPERB)(Mono.&I.G.U.) 1) '1/4"ELCO ULTRACON(FORMERLY TAPCON)
GLASS TYPEGl&G2 2) '1/4".SS4 CRETE-FLEX 113
114•TEMPERED(Mkno.&LG.U.) 3) '5/16"ULTRACON
GLASS TYPE GIA&G2A 4) Vit STEEL SCREW(G5)
6e
SEE ANCHORAGE NOTES 1&2 ON SHEET 1.
UNIT HEIGHT HEAVY DUTY ASTRAGAL
80 84 90 96 102 8 HEAVY DUTY STILES
U ❑p U ❑ U ❑ U p❑ U pO U O 62 111 61 66
NOM.PANEL FRAME SIDE v v $ U U $ U v v v 3 U v 3 U v g
WIDTH
•' N 65 N fV (V fV '' N 88
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
g H&S C6+2 C6+2 C7+2 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+2tt
d` JAMB 10 to 10 10 10 12 10 10 12 10 10 12 10 10 14 10
GLASS TYPE-01,G1 A,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 1 � 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
JAMB 10 10 12 10 10 12 10 10 14 14 10 10 14 10 10 14
GL�ASSiTY)Ec�LG1'G7A�G2,LG2A IL+90-171,0 +90-164.0 +90-157.0 90 {51 0' +90-146.0 +90-136.9
>� "�
map
6 H&S C6+2 C6+2 C7+2 C6+2 C6t2 C7+2 C6+2 C6+2 C8+ ��6+2 C6{ CBt2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2
JAMB 10 10 12 10 10 12 10 10 12�"15 1.. 12 10 10 14 10 1 10 1 14
GLASS TYPE-G1 +90-153.0 +90-142.0 +90-128.0 +90-118.0 +90-110.0 +90-104.0
GLASS TYPE-G1 A,G2,G2A +90-153.0 +90-142.0 +90-128.0 +90-118.0 +90-110.0 +90-121.4
B H&S C8+2C6+2C7+2 C7+2 C6+2 C6+2 C8+2
42 C6+2 C6+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+2
JAMB 10 10 12 10 1 70 12 10 1 10 12 10 10 12 10 1 10 12 10 1 10 14
GLASS TYPE-G1 +90-151.0 +90-140.0 +90-124.0 +90-113.0 +90-103.0 +90 -94.2
GLASS TYPE-GIA,G2,G2A +90-151.0 +90-140.0 +90-124.0 +90-113.0 490-118.5 +90-110.0
OH&S C6+2 C6+2 C8+4 C6+2 C6+2 C8+3 C6+2 C6+2 C7+3 C6+2 C8+2 C7+3 C6+2 C6+2 C8+3 C6+2 C6+2 C8+3
48 � ODUCT'RBNBWBD
d� JAMB 10 10 12 10 10 12 10 10 12 10 10 12 10 10 14 10 10 14 aq_omplyhtBwlththe Fl_rida
.. BulldhrB Coda
DLO WIDTH=NOM.PANEL WIDTH-7" = EXAMPLE ON SHEET 5 AcccptaxoNo S- O
1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. DLO HEIGHT=NOM.PANEL HEIGHT-8.25"I w Dote Cao
2.WHEN USING THE 2 1/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH I� OH LENGTH y g - ,
TABLE 1A I I
THE 3 1/4"SILL,POSITIVE PRESSURES IS 60.0 PSF MAX.(NEGATIVE PRESSURES SILL HT.VS POS.DP OVERHANG MiamBY i Dad_Ih'_(bntm
UNCHANGED). SEE TABLE 1A ON THIS SHEET. SILL H (O OS.
DP
3.2 1/2",3 1/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SIGN OH LENGTH
HEIGHT LOAD
AND MUST ONLY BE USED WHERE WATER
RESISTANCE S NOT REQUIREDWHEREAS THE I 1/2"SILL IS . POSITIVE DESIGN PRESSURES SHOWN IN TABLE FLUSH 1-112' WA HEIO HT OH HEIGHT `\%�\ONV tLY IN l�///`
1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING LOW 2.1/2' +48.67 PSF EQUAL TO 1v\DENSE
WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITIONA® 3-1/4• +60,0 PSP Dol OR GREATER
IS NOT RATED FOR WATER INFILTRATION. ❑ _ N0.58705
4.SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HIGH 4' +1-3 PSF
SEE NOTE 3
5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES
1-3 ; o`: 3 51 S a
BmJ 09/02/15 x D 1.
STATEOF
NO CHANGE THIS SHEET DP AND ANCHORAGE CHART 0K F[ORID?•'' !��
n..wcnx Taro 7ECNNOLO0YDAIVE i (C
J.J. 10/11/11 C NO CHANGE TH/S SHEET NOKOMIS,FL 34275 M. i`SS/Q UAL�
P.O.BOX 1628 SERIES 670 H.P.ALUM.SGD-NDN-IMPACT /,,'0111110"
SMC 07123/10 B PER MIAMI DAVE COMMENTS a.`.u,ae s� s..e w...vw a""
NOKOMIS,a M274 m A.LYNN MILLER,P.E.
'aTM"�per' uMdDO o d 10 PGT0003 D RE.#58705
sMc ar�roe soarr7B N.P. NTS1
-------------------- -
EXTERIOR INTERIOR r ASTRAGAL ORS r ASTRAGAL OR -I
(ALL VERT.SECTIONS) 3.50"�' ��; i INT. 1.-INTERLOCK i INT I+-INTERLOCK
CENTERLINE i CENTERLINE
OL DIMENSIONS SHOWN i i 7"MIN.
4.051" i 1.75"MIN. i 1 7"MIN.
ALi
ARE BASED ON MINIMUM I i 1.75"MIN. i
ALLOWED. 2 1/16"O.C. �� i O.C.
2x WOOD BUCK TYP.,SEE - i i i O
1"MIN. *,WOOD
ANCHOR NOTE 3,SHT.1 iA�i 2.04"i 2.04"
E.D.TYP. TYPICAL JAMB CLUSTER
FOR DETAILS"D"&"E" i 3.50"MIN. i 3.60"MIN.
IL 3.50- ___________J
EXT 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK
13/8"MIN. 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER
114" SEE CHART,SHT. -�I r------------------ -A-TRAGAL OR T
MAX. I i INT.
4�INTERLOCK
SHIM 1/4"MAX.SHIM �{ i I CENTERLINE
CHOR TYP.,SEE .+ : SEE CHART, i 7"MIN. i
1x WOOD i 3.50" i
ANCHOR NOTE 2,SHT.1 i
BUCK TYP., ;, SHT.! i MIN. i
DETAIL A.2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR yj
WOOD INSTALLATION NOTE 3,SHT.1 :•i`•':` j �� j
CONCRETE 2.04"1
u
ANCHOR TYP.,
1"MIN. SEE ANCHOR ;.•;.,,:; 21116"O.C. i
2 1/16"O.C. NOTE 1,SHT.1 •;
L------4_051'-----------------------J
E.D.TYP. 2-TRACK.ASTRAGAL/INTERLOCK
1:: ,;{:.• ONCRETE ANCHOR CLUSTER-C7
EXT. EXT. DETAIL D 2 T-,RACK . E JAMB - 2 1116"O.C.
J _ 1 3/8"MIN CI NORETEIINSTALLIA TION SEE CHART,SHT.1
M1 J 2x WOOD BUCK TYP.,SEE 1x WOOD - 4.•:••` SEE CHART,
SHIM ANCHOR NOTE 3,SHT.1 BUCK TYP., s.•;.;;, ;.:: SHT.1
WOOD ANCHOR TYP.,SEE SEE ANCHOR EXT.
ANCHOR NOTE 2,SHT.1 NOTE 3,SHT.1 y�
DETAIL.B-24RACGKC°FJ- MEHE-AD 1/4" �!
�tVQt7p11NSRLiTfON' MAX. ONCRETE
"- 1 3/8"MIN. SHIM
WOOD ANCHOR TYP.,SEE 1"MIN -CONCRETE ANCHOR TYP.,
ANCHOR NOTE 2,SHT.1 114°MAX.SHIM E D C"1rjgHT.1
TYP. DTA F 2=TRAWFRA 9 PRODUCT RENEWED
2x WOOD BUCK TYP.,SEE Y•'Q(SrRC_T fIVST/iii�ltTION' �COmPiYI^BWIaiOeFtorida O
1/4"MAX. ANCHOR NOTE 3,SHT.1 -� Acce�Cado 15-�
Aeaptance No
(SEE ANCHOR 1/4"MAX 2 1/16"O.C.,TYP. E onDeie 2(�`t7
NOTE 5,SHT.1) 2 1116"O.C. (SEE ANCHOR
WOOD ANCHOR NOTE 5,SHT.1) ONCRETE MiaminadePr uclConKol
EXT. r — Y TYP.,SEE ANCHOR EXT. 1
1 M1
13/8'MIN. NOTE 2,SHT.1
2x WOOD BUCK TYP.,SEE '.i'::'(', ';:". .:•r,•{ SEE CHART, IYNiV
1"MIN EXT. ANCHOR NOTE 3,SHT.1 �•'ti �'• "i'. SHT.! 1.•'' ENS
R ;
O.C. TYP E.D., i•:.:.:•'•:; '• a e�� ��G f i
TYP. DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR TYP.,
D TAIL C,2 TRAG F-RA 51LL{ WOOD INSTALLATION SEE ANCHOR NOTE 1,SHT.1 L �. SE CHART, _= i No.58705
WjWQ0DlJNST-At4TN-T'IoN_w FRAME SILL SHT.1
aarr -- CONCRETE INSTALLATION -Q Q�� /U_
J.R. 0102/16 R D NO CHANGE THIS SHEET o•'" �'•. S n F
ReMin• 1070 D:CHNOLOOYDRA/E ANCHORAGE,EXAMPLE CLUSTERS : ,� '•..FLOR1o,.•'•C�
�_slmmll'
C NO CHANGE THIS SHEET NOKOMIS,FL 34275 r"r ' ..•..B PER MIAMIDAOECOMMENTS P.o.eoxl5ze SERIES 670 H.P.ALUM.SGD-NON-IMPACT � `pvi;,d ox.: NOXOMIS,FL 30274 o SODS P NTaS' 6 d �0 PGT0003 p A.LYP E.6b8 05 08/05/00 RJA
PANEL LETTER DETAIL'K'OR'L',SHT.8& NOTE:
K SINGLE ANCHOR DETAILS'D'& 1.MAXIMUM NOMINAL
INTERLOCK LOCKSTILE 'E',SHT.6 ,f-.DETAIL'J',SHT.8 PANEL WIDTH FOR ALL
PANEL CONFIGURATIONS
SINGLEEQUALS 48"
A INTERLOCK LOCKSTILE
ASTRAGAL DETAIL'M',SHT.8 DETAIL T,SHT.8&
LOCKSTILE
D SINGLE EXTERIOR ANCHOR DETAILS W,'B'&
INTERLOCK 'F',SHT.6
191 1!2"MAX.WIDTH
M LOCKSTILE SINGLE SEE FIXED
INTERLOCK 41"MAX, PANEL CLIP
L D.L.O. DETAIL BELOW
SINGLE ASOR40AL WIDTH �
(60KODn INTERLOCK 1\ J
LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL
(e0xourl OUT INTERLOCK TYPE 1 TYPE TYPE 1 TYPE
N R I L I P
ASTRAGAL SINGLE 97 7/8"
IBoxom IN INTERLOCK I I MAX. 108"
C D.L.O.MAX.
SINGLE ASTRAGAL I f I HT HT.
fwx A9 INTERLOCK IN 1 SEE i TYP. NP'
P SINGLE FIXED REINF. I NOTE REINF.
INTERLOCK LOCKSME
R FIXED SINGLE
FIXED
INTERLOCK T
T FIXED SEE FRAME& OXXO(2 TRACK) DETAIL W,SHT.8&1
ASTRAGAL LOCKSTILE ANCHOR DETAILS'C'&
(SOKOUO OUT PANEL CORNER
T — CONSTRUCTION #8 X 1.00"
ASTRAGAL G',SHT.6
(]_ LOFIXED E DETAILS BELOW PH SMS(OPTIONAL) #10 X 1.25"
Isoxl+0 /N TEK SCREW
SFIXED ASTRAGAL
(30XOOT) LOCKSTILE OUT
SFIXED � ASTRAGAL
19ox00 LOCKSTILE /NO
PRODUCT R{>NE�VL•D
as&Wfltd lyU�gallh tile Florida4 BuildinBCode
INTERIOR Ams/ance�O
910 X 1.50"
(ALL PANEL TYPES) PH SMS FIXED PANEL MIn
EXTERIOR PANEL CORNER FRAME CORNER S
DETAIL DETAIL CLIP DETAIL
HEAD SHOWN,SILL
NOTE: APPLICABLE NX LYNN
NOTES:1,SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL ;` ��&•\BEN ...
S
REINFORCEMENT REQUIRED AT PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS,4.6 FOR Qa,•'
ANCHORAGE DETAILS. sY: NO y8705
ALL INTERLOCKS. 2.MAX.DLO WIDTH=41"MAX. MAX.DLO HEIGHT=97 7/8"MAX.
3.(1)LOCK(ITEMS 75&107=110)AT EACH LOCKSTILE,LOCKING INTO KEEPER = z
(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = O 51 S LLI
•
Jxt. 03/01/16 D NO CHANGE THIS SHEETPANEL TYPES/EXAMPLE ELEVATIONS 'O�`''• A<oR�vP•'C�`;
1070TECHNOLOGYDRNE
J.J. 10/ff/11 C NO CHANGE THIS SHEET NOKOMIS,FL 31276
SERIES 670 H.P.ALUM.SGD-NON-IMPACT " I IdA�
SMC 01/23/10 B PER MIAMI DADE COMMENTS P.O.BOX 1628 , a ew a..�yx. rw !� 1
NOXOMI3,fL 91271 Z�v- A.LYNN I.�ILLER.P.E.
SSMC OS/0&/li RJA SOD670 H.P. NTS 7 °��� PGT0003 D REX 68705
SEE FIXED PANEL CLIP
62 111 63 61 60 DETAIL,THIS SHEET 14 61
65 113 4 INTERIOR 5
14
(ACHE HORIZ.SECTIONS) 81
66 122 121 5 ID
EXTERIOR
61 V 75
113
ALL REINFORCED INTERLOCK 15 103 113 68
DETAIL'J' 112
53 113 106 105 DE7AIL'L' ASTRAGAL
2 52 40 DETAIL'M'
52 51 I ATMIDSPAN 51
112 40L
DETAIL W(FIXED PANEL) 3„
45 48 47 069
52 51
112 3" 0
53 I DETAIL'J SCREEN L
2 AT JAMB 0 12i3�-
AT
DETAIL'N'SCREEN DETAIL'O'SCREEN
HEAD AT SILL 9/16"
FIXED PANEL CLIP REO'D AT TOP
(HEAD)&BOTTOM(SILL)OF FIXED•O"
SILL RISERS OPTIONS EXTERIOR INTERIOR PANELS.SEE SECTION"J"THIS SHT.&
(ALL VERT.SECTIONS) FIXED PANEL CLIP DETAIL ON SHT.7
(SEE D.P.LIMIT TABLE 1A,SHEET 4) 24
23
21
1
4.055° 113
5• S I 71 69
1.587'
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 97 718•
MAX. DETAIL T
25 EXT. DLO RODUCTRENBWCD
oomptyingwl8hthe Florida
22 k
' ullding C20 081E
78 4.055' iemi Dade Product Comrol
3.305"2.665' 1 1111111'F1.567° xLYNNFLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER No.58705
DETAIL'H'
r7 03/O03102115 D ADDEoa71TDDEratsHarANDattsTDDEracJ BIt'k E O�
VERTICAL&HORIZONTAL SECTION DETAILS - �`
'10;11/11
10 Re N f0707ECHNOLOO4275 ' . •.,CO......
J.J. f0/f f/f i C ND CHANGE THIS SHEET NOKOMl3.FL 34T76 � TM� 'i,s "" �
R. SERIES 670 H.P.ALUM.SGD-NGN-IMPACT S�OMA1.
P.O.BOX 1620 A.ifNM M111Li�1R,P.E.
SMC 07/23/10 8 PER MIAMI DADE COMMENTS ur. e..e n..tyNa Rer.
pr,"6e-aor rn.wa p,y. NOKOMlS,FL 34174 9 80D870 H.P. NTS 1 8 e fO PGT0003 D P,E.058705
SMC 08)vwg
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 1 112"X 1"X3/4'HIGH FIN SEAL DUST PLUGS
18 17322 617371 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 1 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 71032X1FPFX #10-32 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-LOCKSTILE 83 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 4428 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 7SDKEEP SCREEN LOCK KEEPER
47 668 7SRAZ STANDARD ROLLER 105 17344 617344 FIXED PANEL CLIP-6"LONG
48 668 7SRAX STANDARD ROLLER-ST.STL. 106 17352 617352 EXTERIOR FD4=D PANEL RETAINER
49 4344 64344 SCREEN ASTRAGAL 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 100 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 X 314"PH.PN.TEK-S.S.
54 1725 1/2"x 4"x 1/16"SITTING BLOCK 112 1235 67516 WSTP,.270 X.170-FIN SEAL
55 1726 1"X4'X 1116'SITTING BLOCK 113 1712 64066 .107 X.230 FINSEAL
114 71OX115PPX #10X11/2'
PRODUCT RENIiMD
200 GLASS 3110TEMPERED F121
710�PT #10X1' u ounplying wRh the Florida h
201 GLASS 1/4 TEMPERED 720X1X #14.20X1"ST.STL. Duildiasoodc S-'0? •h�
aeptence No V
208 GLASS IG 3/16-3/16 FULLY TEMPERED 720XI12X #14-20 X 1.6'ST.STL. gale ego
209 GLASS IG 114-1/4 FULLY TEMPERED 17353 "O'PANEL BRACKET#10 X 1 1/4"TEK SCREW lierni Dade Product Comm
LYNN
NOTE:ALL ALUMINUM=6063-T6 � •.• 4,GENSC•'•, "Q ,
is r �c
No.58%05
CYb: RN4bG'
JRmuOeerr.R. 03/02/15 D AID CHANGE THIS SHEET
f0707ECHNOLOGYDRA'E PARTS LIST ! FCORiOP.•' \�
J.J. 10/11/11 C NO CHANGE THIS SHEET NoxO.S F19e?76 SERIES 670 H.P.ALUM.SGD-NON-IMPACT � I If NAI.�� \
W RMaivn'
SMC 02/23/10 B PER M/AM/DADE COMMENTS P.O.eoX 1332 em..uwt saox s..e u-N` R.r. q LYNN MILLtIEW.E.
q,,,R tti tom: NOKOMIS,FL 94374 O SOD070 H.P. NTS 9 a 10 PGT0003 D P.E.#55705
SMC 08/05/09 RJA
{ 0.718" 1.050" 0.83" �-' 1.050"(� 1.36"I1.003"0.320.06 0.779" 0752"
-0.290" 1.36"
0.757"0.06�1303
0.062" 0.080" GLAZ � 0.050" 0.081"
0.264"
GLAZING BEAD(LGJ
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK FIXED PANEL CLIP
(65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (78)MAT'L:6063-T6 11 (79)MAIL:6063-T6
( )MATL:6063-T6 (105)MAT'L:6063-T6
(�--- 4.125" � 6.198" 4.49"
0.081" 6.198"
m-r I IL- 1.605"
0.062° 1.304" 1211"
1 5.069"
U-j
0.081" J.
4.--- 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)MAIL:6063-T6 3.979"
4" 1.467" 8.221"
3n
0.062"
2S R EE JAMB K
--�tl�- 1.505" 2-TRACK JAMB SCREEN TRACK
0.075" FLUSH FLAT SILL RISER (14)MATL:6063-T6 (15)MAT'L:6063-T6
0.133" 1.645"
1.6" 08)MAT'L:6063-T6
1.872" 0.0801,
2-TRACK SILL W/SCREEN TRACK
Fes- 3.125" 0,281" (8)MATL:6063-T6
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1;019"
(61)MAT'L:6063-T6 (68)MAT'L:6063-T8 0.062" I
5.069" ►( 1.654" (40)MAT'L: 063 T6 0.062" 0.709"
I
1.886" 0.080
- 1.045" 1.162"
1.211"0.080" 1.254" T-�7.�$r0.550"
081" 1.9�93"1�y 1� . FIXE 0.082" 1.739" (106)MAT'L:6063-T6
2-TRACK HEAD 0.250" ►{ 0.875
(1)MAT'L:6063-T6 SCREEN TOP RAIL �� INTERLOCK
REINFORCEMENT
0.750" (45)MATL:6063-T6 (62)MAT'L:6063-T6 If 0.232"
L:6
0.760"(�6A6)ELL
MAT
1. 93"TH-9") L 0.062" PRODUCr RENEWED
0.062" SCREEN BTM.RAIL 0.232" a,nomplyhrg 0h 01,Flalda
0.062" Building Coda -
0.750"
(46)MATL:6063-T6 Aas'llon ON Q{p,
0.232" B Dnte I
0.062" (-�--�'(- 0.906" 3.955" Miami Dade Prod onlro�
4.055"
3.305" 3.205"
llll lfl)
-]' 2.455"
2.555" 0.062" T �`ONI LYNN M/�7
N :
0.062" -11 0.062" ----1 =7�: N,).58705
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER = x
e� 24 MAIL:6063-T6 (23)MAT'L:6063-T6 21 MAIL:6063-T6 (19)MAT'L;6063-T6 (20)MAIL:6063-T6 (22)MAT'L:6063-T6 (25)MAT'L:6063-T6 -q'•,�-2 S s _-
J.R. X2/16 R D NO CHANGE THIS SHEET 0••.. S AT OF
3 Heneym; !0)07ECHNOLOOYDRIVE EXTRUSIONS
J.J. 10/11/11 C NO CHANGE THIS SHEET NOXOMIS,FL 34276 T°r , i CiS ••• ••• c, .�
RwsfBY. , SERIES 670 H.P.ALUM.SGD-NON-IMPACT '"�SIGN&
SMC 07/23/10 B PER MIAMI DADS COMMENTS P.O.BOX 162s aiPie �,,oN, R„ 1�i r r
NOKOMIS,FL 34274 ® A.LYNN M�ILCEIR,P.E.
o'm' ct..w °b�O• SOD670 H.P. IVT$ 10 °r 10 PGT0003 D REA 58705
SMC 08/05/09 RJA
ANCHORAGE REQUIREMENTS NOTES: ,
I.APPROVED ANCHOR TYPES: 1)1/4"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"ELCO SS4 CRETE-FLEX 3)5116"ULTRACON 4)1112 STEEL SCREW(135)
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 8"MAX
AT THE HEAD AND SILL BETWEEN 3-1/2"MAX. CENTERLINE O.C. CENTERLINE
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB. 0 0 0
2.04"
0 0
I
LOCATED 8ELOW
8"MAX. 24"MAX.O.C. 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
3 CS 3 C8 3 C8 3
6"MAX.
X
108" 21„ 4)ANCHORS
MAX % MAX.D.C. PER JAMB(SEE
x SHEET 6 FOR PRODUCTRENEWED
CLUSTER O.C. w complying with the Florida
SPACING) R"Eaingcode6�
Aaeplance No
6"MAX. i Date O?�
. roRsr�x�iis;•—X��f�r��,-«,.�T,r x,.YXx x `� ,$
`I � �•4r. I Miemi Dode un ca,aol
8"MAX.,TYP. L~ C.L.ASTRAGAL
191 1/2"MAX. �
EXAMPLE OXXO ANCHORAGE PLAN: ` ��ctNs�'•'F9
(4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE No.58705
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J1. 1 02/16 RDtNO
O CHANGE THIS SHEET ANCHORAGESPACING&EXAMPLEPLANS C� ''•FZORlot,
1070 RZCHNOLODYDRIVE ies � ss/aNnL
J.J. .10H1/11 CRe%w, CHANGETH/S SHEET NOKOM/S,FL 34276 SERIES 670 H.P.ALUM.SGD-NON-1 CT
SMC OZF23/10 BER MIAMI DAVE COMMENTS P.O..BOX 1628
mp: p b: NOKOMIS FL 34274 ® 6�1r71tlt �` v+.e o N"' ""' A.LYNN MILLER,P.E.
SMC 08105109 RJA SOC870 N.P. NT$ 5 a 10 1--PG D P,E.q 58705