HomeMy WebLinkAboutProduct Approval 9/30/2016 Florida Building Code Online
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• FL# FL251-R28 JUL 2 7 2'0
Application Type Revision
Code Version 2014 PERJl1171 i�lCz
Application Status Approved Si. Lucie[:ouflf�,`, �L
*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 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
https:/)floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcriFWoG42oojLRID/o2bls%3d 114
9/30/2016 Florida Building Code Online
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance I FL251 R28 II 16-0629.10.odf
(NOA)for product performance information,anchorageVerified By: Miami-Dade BCCO-CER
details, and anchor type,size,and spacing information. I Created by Independent Third Party:
Evaluation Reports
f 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 R28 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 FL251 R28 II 15-0609.10 DR.Ddf
(NCA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type, size, and spacing information. I Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) I Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes ! FL251 R28 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 I Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance I FL251 R28 II 15-0612.06 LM.Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type, size,and spacing information. j Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.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 FL251 R28 II 15-0612.07 SM.Ddf
(NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.02.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/21/2021
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.02.Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size, and spacing information. Created by Independent Third Party:
Evaluation Reports
f Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact) !Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.01.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210,01,Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size, and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Suck Next .
Contact Us::2601 Blair Stone Road,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 mall.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 dick here.
Product Approval Accepts:
® t..Atsk
https://fioridabuilding.org/pr/pr_app_dt.aspx?param=wGE\/XQwtDgsEt2PTand5bm5ECerI FWoG42ooj LRIg/o2blsg/o3d 3/4
MIAMI-RADE MIAMI-DADE.COUNTY
® PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries
1070 Technology Drive,
North Venice,FL 34275
SCOPE:
This NOA is being issued under-the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIM.
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 AHS (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material-fails to
meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1
through 2.1 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E.
bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and
approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
Limitations:
1. See table 1 (sheet 7) and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes,
design pressures,reinforcements types, glass types,sill riser(detail sheet 4) and anchor requirements.
2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid
PVC to be labeled per referenced NOA's requirements.
3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable.
4. Pocket walls under separate approval,to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any,other purposes shall automatically terminate this NOA.Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the.words Miami-Dade County,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then-it shall be
done in.its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA 915-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as
well as approval document mentioned above:
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 15-1210.01
MIAMI DARE COUNTY n Expiration Date: Apri114,2021
Approval Date: March3,2016
2 Page 1
PGT Indlistries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections,
(Submitted un der NOA No. 17-0X 0 7.04)
2, Drawing No. Ml)-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets I through 21 of
21,prepared by manufacturer, dated 10/05/15,-signed and sealed by A. Lynn Miller,P.E. -
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94 -
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No.FTL 8717, dated 12/07/15,,signed and sealed by
Idalmis Ortega,P,E. (Test report revised on 02/15/16 and 02/24/16)
2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94'
2)Uniform Static Air Pressure Test,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,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No. FTL 8546,dated 11/06/15,signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016)
3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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 L'oading per FBC,TAS 203-94
6)Forced Entry Test,per FBC,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No.FTL 8547, dated 12/04/15,signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 02/15/16)
4. Test report on 1)Air Infiltration Test,per FB C,TAS 202-94
2)Uniform Static Air Pressure Test,per,FBC,TAS 202-94
3)Water Resistanc e* 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,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab, Inc.,Test Report No. FTL 8548, dated 12/04/15, signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16)
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No,15-1210.01
Expiration Date: April 14,2021
Approval Date: March 3,2016
PGT Industries
o "
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
B. TESTS (continued)
5. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,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, TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No.FTL 8549,dated 11/06/15, signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16) .
6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No.FTL 8552, dated 12/04/15, signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 02/15/2016)
7. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated
11/19/10, signed and sealed by Jorge A. Causo,P. E.
(Submitted under NOA No. 11-0107.04)
8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 20294, issued by
Fenestration Testing Lab,Inc., dated 12/06/10, signed and sealed by Jorge A. Canso,P.E.
(Submitted under NOA No. 11-•0107.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by
PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E.
2. Glazing complies with ASTME-1300-02, -04& -09
D. QUALITY ASSURANCE .
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.15-1210.01
Expiration Date: April 14,2021
Approval Date: March 3,2016
E-2 ;
PGT Industries
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid
PVC", expiring on 09/30/19.
2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan.
(Non-White)Rigid PVC",expiring on 12/29/16.
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated
(Painted or Laminated)White Rigid PVC",expiring on 09/30/19.
4. Test reports No(s). 10-002-792(A), 10-06-M0527, 5�5753-09,per ASTMS-84,ASTMD1929
and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material.
(Submitted under NOA No. 11-010 7.04)
5. Notice of Acceptance No. 14-0916.11 issued
d to Kuraray America.,Inc. for their"Sentry Glass
0 (Clear and White)Interlayer",expiring on 07/04/18.
6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their"Butacite PVB
Interlayer", expiring on 12/11/16.
F. STATEMENTS
1. Statement letters dated 12/09/15 indicating compliance to FBC 2014(51 Edition)and"No
financial interest",prepared by PGT, signed&sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/277011
Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18115 and expiring on
04/14/16.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.15-1210.01
Expiration Date:. Ap*ril 14,2021
Approval Date: March 3,2016
E-3
SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR LE A: Min,Edge Min,
Group Anchor Substrate Frame Member Min' MIN.OF 3 THREADS
I Distance WEmb2dman1 BEYOND THE METAL
INCLUDING POCKETS & 90011350 CORNERS lft=Bouiliom Fine ' SUBSTRATE.MET.A�L
GENERAL NOTES: 02,stool SMS — (Scizo.55) P4*ok Will, I-To" SUBSTRATE TO MEET MIN.
1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)or 410 B.S. Aluminum,600-TV HoadfStIlMomb 318' liv STRENGTH AND THICKNESS
{0.125' k 318' 118,
MS, ,Steel,-X""2F mead/bliviamu $18, 0.060, REQUIREMENTS PER
2)DESIGN PRESSURES: Snews) 15--hook
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (Min I I CURRENT FLORIDA BUILDING
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E`1300, A Irea;cIjo) 0,060•min,thickness) P-hook 318, 0.060'
Stool Sltd,AM Gr.33' Head/8111/Jamb 318' 0.071-(14 Ga.)I CODE AND TO BE REVIEWED
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS. (0.071'min.thickness) P-hook 3/8' 0.071'(14 Go.) BY THE AUTHORITY HAVING
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'Etco P.T.Southern plus ---Jamb I. 1-316" JURISDICTION.
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FSC). Ullowcon P-tooV_ V I-We"
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Eloo 410ead/SIIUJamb 1.
P.T.,71 In.,,, — I_v8* FOR STEEL STUDS
5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. B.S.CreleFlex (80-0.65) P-hook I i-31W MIN.FU=45 KSI&'
6)REFERENCES(NONS):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS,VISION EXTRUSION,LTD. #12,stool wood P.T.Southern PWs_ Head/Sill/Jamb 01161 . I-Val MIN.FY=33 KSI.
WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED screw(06) (SO-0.65) P-hook w16* 1-316*
(PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P-)wok 1. t-3181 UNGROUTED CMU"VALUES
REFERENCES(TEST REPORTS):FTL-037,6338,8646-6640,8652&8717,EXOVA-1 0.002-792(A)&10-006-10231: 1/41 Elco (min.2.86 kol) Head/SIIVJomb 1-31181 1-3/81
1.4tracon Ungrouted CMU, Jamb 1. 1-114' MAY BE USED FOR GROUTED
CAMBRIDGE 536753-09; (ASTMA& P-hook 1. 1-V,1" CMU APPLICATIONS.
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE ungfouts U. Jamb I.3f4g 1.114"
HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION W'Eloo410 (ASTM r-90) P-hook 1.3/4' 114'
EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C S.&crotailex concrole HeadISIIIIJamb 1416, I-314' IMPACT RATING
(min.3.35 ksl) P-hook 1. 1-3/4'
(COMPONENT REQUIREMENTS). Concrete HeaJISMIJAMb 1412* I-Ne" RATED FOR LARGE SMALLI
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. MISSILE IMPACT RESISTANCE I
9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. gP-hook I-9r Iwa*
114'Efoo 188 um
Jamb 2' 1-94'
10)THE 6670 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 87012770 SERIES. B.S.Aggio-Golor MM P-hook 7 DESIGN URE RATING
P.7. I
Head/S1111.1amb 1. 2&B1,B2
ANCHOR NOTES: (80-0,65) P-hook I- A 7 A A
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete Head/518/Jamb 2-v2• 1-3101
APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114'Elco (min.2.65 k60 P-hook 2.112` 1-318' -
1.111facen Ungtouled CMU, Jamb 2417' 1-1/4'
REQUIREMENTS. (ASTM C90)
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D P-hook 2-Ite 1414'
Concrete Head]SIII/Jamb 2412' 1-94-'— PRODUCT RENEWED
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL P-hook 2.11r as compiling with the Florida
114'Elcol (min.3.35 kel) ' I Building Code
IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112,THICK OR B.S.CtoleFlox UNrouted CMU, —Jamb 2-1/2' 1 16F NOA-Mo. '15-1210.01
GREATER.IX AND 2X BUCKS WHEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADSTOTHE
STRUCTURE.BUCK DESIGN AND INSTAL-CATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF (ASTM CW) P-hook 2-11V 1 I-If4' 1 Expiration Date 04/14/2021
RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 Miami-v Product Control
BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2
6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, INSTALL DETAILS..............3-6
NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES _7-8
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............
SUBSTRATE IS WOOD,3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10
SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: ANCHOR LOCATIONS-......11-16
2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17
INSTR]UCTIONS'. ASTM EIS00-09 EXTRUSIONS ..............18
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19
SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 LYNN A4,
GLASSIREINFORCEMENT. AISI-5I00-07IS2-2010 %CENSO.
PARTS LIST ..................21
\_ �p
2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL
PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH ANDIORNo.58705
HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) 10/06115
&,I
3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,
GENERAL NOTES J ROSOWSKI
SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGEz
6 A E
S,IT.,
DISTANCE.
DESIGN
4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENING'S REQUIRED "'61. ........
PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. & S:
1070 TECHNOLOGY DRIVE J'/0NA1_
6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. k 11"A
N.VENICE,FL 34275 A.LYI1
6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. -480-1600 118GD-5570111 NTS ill I OF 21 11 MD-5570.0 Jill P.E.
(941) _s 68705
a
MAX.UNIT WIDTH MAX.UNIT WIDTH +-) MAX.UNIT WIDTH MAX.UNIT WIDTH —►y
NOM.PANEL WIDTH NOM.PANEL WIDTH 1 NOM.PANEL WIDTH I NOM.PANEL WIDTH
PER TABLES I&2 PER TABLES I&2 ' PER TABLES I&2 , PER TABLES 1&2
I° ( MAX.UNIT MAX.UNIT a a e I
MAX.UNIT j
e {� MAXMAX.ONIT / / HEIGHT
HEIGHT I HEIGHT HEIGHT I ' I"
PER TABLES I&2 I$ PER TABLES I&2 / / (
PER TABLES 1&2 f (v TABLES I.2
1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
CONFIGURATIONS CONFIGURATIONS + {
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX.UNIT WIDTH "`j NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH } it PER TABLES 1! &2_
PER TABLES 1&2• PER TABLES 1&2 -� T
o F "' ( MAX.UNIT
6
( a I HEIGHT
MAX.UNIT ' / ( MAX.UNIT I PER / & j 2t=
HEIGHT a a ( HEIGHT / TABLES I&2 n
PER TABLES I&2 / / / / ' Ig PER TABLES I&2pocxEr
/ (�
J CORNER,TYP.
5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS oursweconxFnanovM,aumewnxtn snuun
PRODUCT RENEWED
MAX.UNIT WIDTH MAX.UNIT WIDTH �j Bu l ng Codowith the Florida
NOM.PANEL WIDTH NOM.PANEL WIDTH ITSI) NOA-No. 15.1210.01
PER TABLES 1&2 PER TABLES�1&2 1 Expiration oato 04114/2021
T /� s
a 13 ( Mlomi- a produot Control '
MAX.UNIT ' I MAX.UNIT C4CJ1 j
HEIGHT a a IW HEIGHT o Ig
PER TABLES 1&2 / / / I PER TABLES 1&2
L11 vocxrr I�
J
7-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES: "X'=OPERABLE PANEL
I)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
"0'-- DLO WIDTH=NOM.PANEL WIDTH-6.0110" \\�\tt 4YNN&III
POCKET
PANEL DLO HEIGHT=DOOR HEIGHT-11-1116" '�'��G\k.oENst....e P
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION•CAN BE pXXXXp,pXXXX ORXXXXp.OXXX IN P" PANEL HEIGHT=DOOR HEIGHT-2-1/2" \•
POCKET CONFIGURATION CAN BE OXXXp.
I•lo.56705
2)00°&136°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10!05!15 ' .r
EXAMPLE CONFIGURATIONS JROSOWSKI �•o `l R3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS ANDsTn
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. C2
DETAIL LETTER CERT.OF AUTH.#20206 ,g1 �`�.��
4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DRIVE
0NA0\\\\
5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' —SHEET NUMBER N.VENICE,FL 34275 c e A.LYNN MILLER,RE
(841)-460.1600 SGD-5570 NTS 20F 21 MD-5570.02 r.E.aae7os
DETAIL Al DETA{L 81 METAL TYP.,SEE ANCHOR
ASTRAOAL
DETAIL D1 NOTE 4,SHEET 1:MIN.OF 3
INTO MA90NRY 1 I THREADS BEYOND THE
FACING OXT. MFTALSUBSTRATE
CONCRETE/CMU PER FRAME WIDTH
ANCHOR REQUIREMENT
114"MAX. REQUIRED IF DOOR 21
ea 1
TYP.ANCHOR TYPE. 04 MAX 20'O.C. HEIGHTISOVER9V at EDGE
EMBEDMENTAND t: 22
EDGE DISTANCE PER a DISTANCE
SUBSTRATE,SEE
TABLE A,SHEET I& 60
NCTE3,BELOW DAYLIGHT 4TERIOR
OPENING-1 _ -— -1
a WIDTH 33 0
31
EMBEDMENT
EDGE
EDGE so 62 DISTANCE
DISTANCE.A EXTEMOR
25 1148 0 25 KVQ 27 114°MAX'SEE NOTE I 1110THIS"SO.T.F11i,
THIS SHE SEENOTE6
OR 2X WOOD 32 THIS SHEET-' EMBEDMENT
a CKSTRIP,SEE SEE NOTE 6,THIS SHEET 29 #8 X 3/4"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE,
EMBEDMENTAND
ANCHOR E 4,SHEET i L-—————-J_— 03 PER STILE,LOCATED AT CENTERLINE AND 6".
PLATE AT
EVERY HORIZONTAL SECTION(M SHOWN 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER
ANCHOR — SUBSTRATE,SEE
L [DETAIL B21 TABLE A,SHEET 1&
OCATION DETAIL 021 F—ASTRWALDETAIL A2 sNrERtoat -1
F I INTOM&SONRY I NOTE 3.BELOW
2X WOOD BUCKSTRIP OR INro 2x wooD
79 se 21 REQUIRED IF DOOR EMBEDMENT
FRAMING,SEE ANCHOR DAYLIGHT 9 HEIGHTISOVEROV 1/4"MAX. • PRODUCT RENEWED
SHEET OPENING INTERIOR
WIDTH EDGE I Ith the Florida
NOTE3,SH 22 1 a5.=1cy1`d`*w
DISTANCE NOA_N 0. 15-1210.01
7
TYP.ANCHOR TYPE, SEE NOTE 0,THIS SHEET rwrotion Data 04/14/2021
EMBEDMENTAND 28 R(2)&R 25 TYR ANCHORTYPE, all_ -
EDGE DISTANCE PER / as 23 EMBEDMENT AND p b Miami-L)a rodUCt Control
SUBSTRATE,SEE
F
TABLE A.SHEET 1& EDGE D(STANCEPERSUBSTRATE,
NOTE 3,BELOW U
SEE TABLE A.SHEET
1&NOTE 3,BELOW
EDGE I EXTERIOR
DISTANCE . . ....
L L
110 MAX.' PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE
HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER
EMBEDMENT FIXED PANEL QLIP& INTERIOR OR
NOTES ANCHORS,SEE EALL PARTS IDENTICAL.EXTERIOR DIRECTION.
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19
2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKST tj
FILES
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGAtS, XE6 VINYL SLIDING GLASS DOOR NOA(LM)' 11110/06/15
ANCHOR QUANTITIES,SEE TABLES I&2. STILES AND
4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT.Ll 4-1 J ROSOWSKi
'
FRAME ANCHOR LOCATIONS. , . fE,. .,
6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON.
F
9.ALL CrERT.01FAU111-1.029290
6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENT, INTERLOCKS
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY0 1070 TECHNOLOGY DRIVE
THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS, STANDARD IID N.VENICE,FL 34275ENTS JJ3�0:F21 MD-5570.0 C,68705A.LYNN MILLER P.E.
:70jj : '
7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1600 SGD-56
DETAIL El TYP,ANCHOR TYPE,EMBEDMENT DETAIL E2 pETAIL E3 , DETAIL E4'
AND EDGE DISTANCE PER
INTO WOOD DADE APPROVED MULLION,FBG
NTO U480 BjC—KSTNRRIP y SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL
i&NOTE 3,THIS SHEET 2X WOOD BUCK T IP OR FRAMING OR STEEL STUD.MAY
TYP.ANCHOR TYPE,EMBEDMENT
CONCRETEICMU E FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL.
DOE NOTE3,SHEET SUBSTRATE,SEE TABLE A,SHEET REQUIREMENT SEE SUBSTRATE PROPERTIES,
PER ANCHOR DISTANCE _ ANCHOR
REQUIREMENT EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET I
DISTANCE DISTANCE[—
EMBED- EDGE DISTANCE
EDGE DISTANCE S
T
IS
E
E
TABLEE
BV
L
E
ANC
VERTICAL
E
T
B
A
I
SC
T
S
A
I
L
R
'E
SUBSTRATE
T
SHEET T
MENT
EMBEDMENT I.%, EMBEDMENT EMBEDMENT
114 MAX.1/4.MAX.—F a L,4,MAX. 1!4°MAX
I X 0112X�WOOD 1/4"MAX. FIE IHI 1 -
F BUCKSTRIP,SEE ap �N P
11
Y EM
60 OM �T
ANCHOR NOTE 3, "TYP.ANCHORTYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND
63 SHEET EDGE DISTANCE PER SUBSTRATE,SEE
33 TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET
FOR NOTES
o p=;Jilov— L'C"TLEI: 1)DETAILS APPLY TO Z3 AND 4 TRACK CONFIGURATIONS.
L. 2)REFER TO ANCHOR NOTES,SHEET 1.
ASTRAGAL.,
FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING,
AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/1611
1177F HORIZONTAL
ANCHOR PLATERAILS SCREW,3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#11,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116
EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1i2l
LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS.
DAYLIGHT 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS,
OPENING FRAME SEE PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
HEIGHT HEIGHTO NOTE B. HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED
T EXACT DIMENSIONS. 2s COMP1912
THIS SHEET VARIES WITH With the Florida
REQUIRED Code
15-1210.01
EXTERIOR POSITIVE DESIGN J!Xplratlan Date 04M4/2021
se 8 PRESSURE, .390
EXTERIOR logo SEE SHEETS .390— .390— I—
7&8. , I—
ORO til r—.390 2 2.947
114"MAX. 33 42 042 SHOWN .370 4.041
GROUTAS 0 ' V:1#41:�ALSOAPPLY '823 _E2.087 = 3.464
NEEDED,SEE 13 ba — 1.917 L
ANCHOR NOTE 2 12 06� .060— .060III1
5,SHEET1 1/4"MAX. 2-1/T'-TOTAL .080
SILL HEIGHTILL.RISER S-ILL RISER SILL RISER SILL RISER- .......
'ZV(2-1/2'TOTAL IT TOTAL $CZ�VITOTAL (4-6/8"TOTAL LYNN.A.,
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) BILL HEIGHT)
7 ;
EMBED EMBEDMENT E
MENT DISTANCE 140.6570
VINYL SLIDING GLASS DOOR NOA(LM)
10/0511
EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. lia?l J ROSOWSKI
EMBEDMENT 2X WOOD BUCKSTRIP OR EMBEDMENT vqilrz /--Z'
EDGE DISTANCE FRAMING,SEE ANCHOR EDGE'DISTANOG STI TE I
CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE, CERT.OF AUTH.1129200
DRIVE ol
PER ANCHOR SEE TABLE A, SEE TABLE A 1070 TECHNOLOGY
REQUIREMENTINTO MAsoNRY -SHEET 1&NOTE 3, Rym SHEET I&NOTE 3, N.VENICE,FL 34276
THIS SHEETLiN ToWOOD THIS SHEET (941)AB0-1600 A.LYNN MILLER.RE.
IISGD-5570111 NTS Ili 4 OF 21 JR11 MD-5570.0 P.Es Sam
- lN7ERlOR 7, Q
2 INTER OR 4 OA 26 69
I 28 OR 20 37 80 MAX 18,6. 26 O.C. TE IOR MAX3.6.O.C.
{ f {33 18 se SEE SHEET 19
36
.SEE SHEET EXTERIOR INTERIOR DETAIL N2
69 '(U� (f-1 OUT6IbE CORNER
C�
�I } 90,
NP
TERIOR
C/, 39 f
R �❑ 25 A 28
p, 8MAX 18r O.O. 1 1
EXTERIOR �r--� ❑Lf"
n EX RIOR 37
135° .� D Q
a1 v
n 80°
DETAIL G1 m 33 39
536• ✓�'�oR DETAIL HI MAX 18,6`0.0.(a4 or ❑
INSIDE CORNER � lNSIOE CORNER 40 `�
EXT.ERtO,ti INTERIOR
f 4 SMAXEE SHEE718 19 0a— X RIO
2 0 a
PRODUCT NEWED
Bui ding condawlth the Florida
NOA-No. 15.1210.04
135° L! EXplr0tionDato04/14/2021
INTERIOR By
"I-am'-paAwproclact Control
NOTES
�I o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
xs OR 26 2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FORANCHOR
33 38 QUANTITIES,SEE TABLES 1&2.' t I 1 I i 1 fi
3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR,
3s DEPENDING ON CONFIGURATION.
DETAIL G2 MAX 10.6'0.0.90 ° ��.•JcENsg`'•.
136• MAX 3.6'O.C. EX'^ ISR
OUTSIQ`�i,• •' �;,
SEE SWET1810 98 t�1 VINYL SLIDING GLASS DOOR NOA(LM) 10/05!96 _.lT: NO,56705 .-
DE CORNER gy _ ;
CORNERASTRAGAL HORIZ.X SECT. J� J ROSOWSKI = , W
® A OI�A4E�P
CERT.OF AUTH.1129298 cE$ �t• •.,•FLOit\O,r
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275f •I„ n
{941}-480-1800 SGD-5570 NTS 601421 14 MD-8570.0 A.LYNN MILLER,P.E.
IRP.E.N 68706
t
f _
L7ETAlL 11 DETAIL 12
OPTIONAL NON- INTO MaspNRY INTO MASONRY
STRUCTURAL
ANCHORSFOR ty;' �� LI EDGE CONCRETE/CMU
INTERIOR POCKET m1�u1 IyjERiOR 21 22 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR
JAMB J9 01 2a R 2T AND EDGE DISTANCE PER REQUIREMENT
SEE FIG 1, SUBSTRATE,SEE TABLE A,
INTERIOR POCKETS MUST :'1 o SHEET 1&NOTE 3,BELOW '.,'`K :,
INCLUDEANON-STRUCTURAL, THIS SHEET ..{: FIGURE INTEfttOCKSATPOCKETS'
•w:
FRAME JAMB TO REDUCE THE 1D .. , '7}' FOR DOOR HEIGHTS 05"AND LESS:
ti:; � m �•.,f,..•...'4•;.;•.
POSSIBILITY OF WATER ! 21 :`•: ,:: •.:; OPT.
INFILTRATION. ANCHOR
d x
,.• 7{ i 1/4"MAX. 1a MBEDMENT
POCKET BY OTHERS,SEE `` .:: 17 OPT. b >
17 OPT.
l
NOTE 6 BELOW. _ EXTERIOR
MEN7=='' A�W7UCa)tty11 EXTER R
q FOR DOOR HEIGHTS OVER 06"
1`3 EXTERIOR :, / OPT. 114"MAX.
�} ,`; s; F ANCHOR to 07 21.0"
MAXSEE FIG 1, ,q O.C.
CONCRETE/CMU a1 30
TYP.ANCHOR TYPE,EMBEDMENT T
EDGE PER ANCHOR His SHEET
AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT 2a R 27
&NOTE 3,BELOW
INTERIOR POCKET EXTERIOR POCKET 22 at
21
TYP.ANCHOR TYPE,EMBEDMENT
METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER
4,SHEET 1:ANCHOR LENGTH 70 SUBSTRATE,SEE TABLE A.SHEET 1
BEA MIN.OF 3 THREADS BEYOND &NOTE 3,BELO
2X WOOD BUCKSTRIP OR
THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR asRomp%y1 gRENEWED With Ida
EDGE DISTANCE NOTE 3,SHEET 1 SuNdlao Codo
DISTANCE OPT.ANCHOR NOA-No. 15-1210.01 oato 04/14/2021
DETAIL 13 Expiration
� � OPT.ANCHOR /
INTO METAL EMBEDMENT
OPT. MYp—miLD4ef Product Control
EMBEDMENT114- FDETAIL 14
PXTERIOR
1/4"MAX. qt o MAX. q o INTO VIOOD
`� 10 SEE FIG 1, IiII
SEE FIG 1, THIS SHEET 81 c�
THIS SHEET 28 27 EXTERIOR 02
22 '
21 81
EXTERIOR POCKET vv 'j1111t tt„7j'
``.�0��{tYNN
EXTERIOR POCKET ^ }'VGr:NS�''•.R�
L6 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 fT- NO.�nTon
NOTES //; t-•CG—--�
1)DETAILS APPLY2,3 AND 4 TRACK CONFIGURATIONS.
2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. * J ROSOWSKI �pU'•., sT�E i• •�
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES.SEE TABLES 1&2. ® e ._
4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. �` '•.fLOR1oP.'Ute`.`
CERT.OFRUTH.#20200
6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS & 777 t t t t 11 t tt'
AND REVIEWED BA. P.E.
Y THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 H s� LYNN MIUM,
{041)-480-1600 SGD-5570 NTS 6 OF 21 s$ MD-5570.0 i REA 68705
TABLE 1:
Design Pressure(DP)and Anchor Quantities Required,
(for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Use this table for Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A.
Glass Types 1,3 or 6 Boll 84" 96" SHEET I FOR COMPLETE ANCHOR LIMITATIONS.
Astragal Reinforcement#29 DLO Height 72-16116-DLO Height 84-15/16*OLD Height THE MAXIMUM DIP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Lockstile Reinforcement#26 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
Sid interlock ReiOI CONSIDERED,SEE TABLE B1,THIS SHEET.
Reinforcement#27 A 8 1 C I
7 - Design Pressure +601-60pst +GO/-Gopsf +601-60psi �#OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR b3+1,3 ANCHORS
19-1/0• HeadIS)II C3+1 1331 C3+1 WC3il I C3+1 C3+1 C3+1—CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
- *1 C3 C3
24- DLO Jamb 5 5 5 6 1 1 MIDSPAN OF PANEL).
Width 5 5 6 6 1 S 1 6
P-hook 7 7 7 1 7 T 1 7 - 0 TOTAL#OF ANCHORS THROUGH THE JAMB.
THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
25-118" Design Pressure +60/40just +001-60psf +001-80psf PERPENDICULAR TO THE GLASS.
30" OLD, Head/sill C3+i 03;71 C3+1 103tl C3+1 I C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 C3t1
Width Jamb 6 8-- 5 6 5 1 6 5 5 5 .S 5 6
P-hook 7 7- 7 7 7 7 7 8
Design Pressure 4601-60psf +601- Opsf +601-60psf
31418* Head/sill C3+ C3+ + + + 03+1j2-!!j!j+1 1 C3+1
36" DLO -1
Width Jamb 6 6 6 6 6 6 6 5 5 5 5
P-hook 7 1 7 7 7 7 7 r q7 7 j 8 6 8_!
Design Pressure +601-80psf +60/-60p3l' +80/-60 pst
37-10 Hegd/Slfl C30 C3+1 -W� C3+1 C3+1 C3+1 1 C3+1103+1 C3+1 C3+1 03+1 C3+11 TABLE Bi:
4T DLO
Width Jamb 6 6 6 5 5 5 1 5 6 6 1 6 1 6 6 Water-LImIted FIG 1:
C3+1
P-hook
7 7 7 7 7
7= 7 M7 1 7 a F a-]--a I a (+)Design Pressure 2H LENGTH
Design Pressure +601-60 psi /—\+601-60psf +601-00psf sill Nom.Sill Max,(+)DP
434181 Head/Bill G3 C3+2 C3+1 I G3+1 I C3+1 C5+2 C3+1 C30 C3+1 Riser Height Allowed DOOR ASSEMBLIES
48" OLD 5 5 6 5 INSTALLED WHERE THE PRODUCT RENEWED
Width -Jamb 6 5 5 5 None 141/16' SeeNole2 iii OVERHANG(OH)LENGTH IS as . with the Florida
L7
P-hook 7 7 . 8 1 6 1 0 8 42 il/2' +38.7 Pat EQUAL TO OR GREATER THAN NHvltding Code
DA-No. 15-1210.01
43 3-1/Z'. -tao.0 pef THE OVERHANG HEIGHT IS
USED IN .1116 EXEMPTED FROM WATER Expiration Date 04/114f2021
EXAMPLE ON SHF-ET 9 P4444/161 +60.0 ps+60.0 psf INFILTRATION RESISTANCE. 13Y
mlaml-u�'�roduct Control
DLO WIDTH NOM.PANEL WIDTH-B-9/1 6" %\LN 111,,
(v-YNN 4f)
OLD HEIGHT DOOR HEIGHT-11-1116'
PANEL HEIGHT-DOOR HEIGHT-2-i/2" 0
TABLE NOTES:
VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 14'.58705
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE I
AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP, DP&ANCHOR QUANTITY TABLE 114,1 J ROSOWSKI
f I.
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL .9 Q'
RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED.
... .
3)SEE SILL RISER TYPES ON SHEET 4.
CERT.OPAUTH.#29296 .....10
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE '11111NAl,1101%
5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275A.LYNN MILLER.P-F
6)SEE-SHEI�TS 11.16 FOR ANCHOR LOCATION&SPACING (941)-480.1000 013-552701.:NETS�17 Of 21 MD-55-10.0
TABLE 2:
Design Pressure(DP)and Anchor Ouantifles Required,
(for a[[approwd configoragons on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Use thistableIbr* Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A,
Glas a Types 2 or 4 601, 84- Sul 108" 1201 SHEETS FOR COMPLETE ANCHOR LIMITATIONS,
Astragal Reinforcement#29 68-16/i6'DLO Height 72-15116'DLO Height 64-15116"OLD Height 98-1611&'DLO Haight 108-15/16"DLO Haight THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Lockatile,Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
HD interlock Reinforcement#28 A B C D A B C D A B C 1_ D _A_L BC D A 13 D CONSIDERED,SEE TABLE B2,THIS SHEET.
I 1 1
+601-65r.1 OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS
[6osLgn.Pr&ssu10 +100/400pat +1001�100psf +100/-100 psi +60/-65 psi CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
21 DLO C3+1 C f +. + + C3+1 C3+1 C30 10 MIDSPAN OF PANEL),
Width f 5 5 6 6 5 1 5 5 -6 6 5 6 6 1 6 e 6 6 6 6 1 8 --TOTAL#OF ANCHORS THROUGH THE JAMB.
P-hook 7 7 7 1 7 T M7 7 1 7 8 8 8 a 9 1 9 9 9, 10 10 70 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
Design Pressure +100/-100 pst +100/.100psf +100/-toopst +60/-45 Pat . +601-65 Pat PERPENDICULAR TO THE GLASS.
25-116, Head/Sill C5+71 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C31-1 05+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 03+1
30" DLO
Width Jamb - 5 5 . 5 5 6 5 6 -6 5 8 7 5 0 6 6 a -6 6 6"--1 6
P-hook 7 77 7 7 7 7 —7 -6 a a 8 9 9 9 9 _10 10 101-0
31-1tff' DesIgn Pressure +100/400psr +100/-too psr +1001-IOOPsf +60/75-pst +601-65pst FIG I-
36" DLO Head/Si!! C5+1 C3+1 C6+1 I C3+1 C5+1 r-3+1 C5+1 C3+ C5+11
C . 05+1 C3+1 C5+1 C3+1 C3+IIC3+1 C5+1 C3+1 1 C3+1103+1 �211 LE14GTH
Width Jamb 5 -6 6 s 5 6 6 6 6-1-5 7 1 5 6 6 6 6 6 6 6 6
7
7 7 7 7 7 7 7
P-hook I a a 9 9 9 9 10 -10 1-10 110 DOORASSEMBLIES
37-1/8' Design Pressure 1001-100ps( +1001-100psf +100/400pst +601-65psf +60/-65 pal INSTALLED WHERE THE
Head/S111 05+2 C3+2 C5+2103+IIC6+2 C5+2 015+!E+2r3+i C5+iIC3+IIG5+1 C3+1 C(5+1 C5+1 05+1103+1 (B OVERHANG(OH)LENGTH IS
42' OLD EQUAL TO OR GREATER THAN
a. Width Jamb 5 t 6 0 6 7 6
P-hook 7 1 8 1 a i a 8 9 1 a 0 THE OVERHANG HEIGHT IS
'E I 1 9 9 10 10 1 10 io- EXEMPTED FROM WATER
z
Dealgn Pressure +1001-100ps1 +1001-100psr +92/-92 pst +601-65pst +801-65psf — INFILTRATION RESISTANCE.
43-1/8' Head/Slil +2 C5+2 C6+21 C5+2]03+2 C5+2 C51-2 C6 5+2 C5+2103+11C15
49, DLO
Width Jamb i- - 6 5 8 5 8 5 9 6 e 6 1 7. 8 6 6 6
P-hook 7 7 T 7 7 7 8 8 8 a 9 0 —0 9 9 —0 16 10 15-—10 TABLE 132: PRODUCT RENEWED
as comp!In with the Florida
Design Pressure +B01.80psf +8O/-8OPsr +601-00pst +60165pst +64.1/-58.7 psr. Water-Uniltod Building o 0
49-118" HeadI8111 G5+2 C3+2'05+2lC3+2 C5+2 C3+2 C5+ (+)Design pressure NOA-No. 15-1210.01
54" DLO �C3+2 G5+21 C5+2105+2 C3+2 C5+21CG+21CS+2 06+2 C5+2jC5+2jC5+2 C6+2
Width Jamb 5 5 6 1 6 5 1 5 1 1 5 6 5 8 5 e 8 8 6 8 8 8 6 Sill Nom,Bill Max.(+)DP Expiration Data 9411412021
P-hook 1 7 7 7 1 7 11,17 1_7 7 1 7 -8 1 8 1 8 1 8 9 a 9 9 10 10 10 10 Rlser Height -Allowed By
rounct Control
Design Pressure +80/-80 Pat +80/.BOPS( +801-80psf +69.11-64psf +49.61-53.7 None 141116, See Note 2 Miami- a
65-1181, 1 psf
60" OLD Head/SllI 05;3 C3+2 C5+31 C3+21 2 CB+3105+21 C5+3 I C3+2 5-+2 42 2-1 F2 +38.7 pat
Width Jamb 6 6 a 5 6 1 5 1 11 5 0 6 8 6 6 6 a S 43 3-112' 460.0psf
r7-F.—hook 7 7 7, 7'j-7 7 7' 9 9 9 9 1 10 io 10 10 44 4-1/16" +60.0 psi
'+/-100.0 PSF FOR ANCHOR GROUPS 8,C&D. 45 4 618' .100.0 Pat
OLD WIDTH NOM.PANEL WIDTH-8-011 V, ,\\ LYNN
DLO HEIGHT=DOOR HEIGHT-11411d"
r7—,
PANEL HEIGHT=DOOR HEIGHT-2-1/2"
TABLE NOTES: No-nO705 %
VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2
AND TABLE B2 DETERMINES THE WATER LIMITED(+)OP.
DP&ANCHOR QUANTITY TABLE 4 ROSOWSKI
Or 'JJ
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG A SILL
RISER IS NOT REQUIRED.IF 80,+DP'S SHOWN IN TABLE 2 MAY BE USED,
3)SEE SILL RISER TYPES ON SHEET 4. ........
CERT.OF AUTH.#29290
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE
6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276
6)SEE SHEETS 11-16 FOR ANCHOR LOCATION SPACING A.LYNN MILLER.P.E.
(941)-480-1000 SGD-5670111 NITS 111 8 OF 21 1111 MD-5570.0 Jill P.E.0 68700
EXAMPLE: _
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FMME JAMB REQUIRED HEAD SPLICE IN7ERIQR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, Q INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION.
LAMINATEDPROJECT DESIGN PRESSURE REQUIRED:+46.21-68.6 PSF,IG GLAZING,ANCHOR GROUP A IN WOOD'SUBSTRATE, " CENTERLINE —CENTERLINE CENTERLINE
MAX.MOF PANEL! CENT ER L 2 OF CENTERLINE
ANEL a
POCKETBY
OTHERS,SEE
NOTE 0,
SHEETS
'+2' 26.310•MAT(, g•
"+2'ANCHORAGE,
e'MAX. _ ANCHORAGE, SHEET Y2 '+2'ANCHORAGE, MAX•
/
SHEET I2 SHEETI2-
�L-•—1 - -C3-CLUSTER, 'C3'CLUSTER. EXTERIOR
SHEETi2 SHEET I2 ENO ANCHORAGE
(ML4.1 ANCHOR) �L
SEE POCKET JAMB
OPT.ANCHOR EXTE IOR'•,- SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS
NON-STRUCTURAL ANCHORS MAY SHEET B
TO AID 1N BE ADDED INFIELD AS NEEDED TO Q PXXX(3-TRACK)
ALIGNMENT ALIGN THE HEAD OR SILL IF A
SPLICE OCCURS WITHIN POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
OF INTERLOCK OFINTERLOCK ANCHOR INFORMATION.
6' CENTERLINE CENTERLINE CENTERLINE
MAX. Or PANEL f OFPANEL2 OF PANEL 3
POCKET BY p
EXTERIOR INTERIOR OTHER%SEE o p
NOTE 6, p o 0 0 0
SHEETO
GE, '+2•ANCHORAGE, 26.3!0"MAX. MAX.ANCHORAGE, SHEETII '+2"ANCHORAGE• A
SHEET-li •C3"CLUSTER, •C3'CLUSTER, SHEETII
12'MAX. 21'6" FRAM£JAMB SHEETII SHEET 1t END ANCHORAGE EXTERIOR
MAX. SEEPOCKETJAMB (MIN.!ANCHOR)
REQUIRED @: INSTALLATION ON SILL ANCHORAGE DETAILS
O.C. INTERIOR POCKETS SHEET 0
1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES.1&2 PM(3 TRACn PRODUCT RENEWED
as complying with the Florida
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF 9BGding Code
+48.21-68.6 ATA NOM.PANEL SIZE OF 48"X 84'.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NDA-No. 19-1210,01
DESIGN PRESSURE IS+60I--60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Data 04!14/2021
PRESSURE REQUIREMENTS. — TO BE 261ts,O.C.OR LESS gy
--FOR WOOD WOOD INSTALLATION USING ANY I HeadI6I1I IC3+2 ,rte--y��� —
adeduct Can rot
ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 1 5
1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7
2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON:
B'Max HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE DF END PANEL
-OPT.AN. THE INTERLOCKlASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS ATTHE
TO AID M HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE
ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER
P-HOOK JAMB SILL
(CLUSTER
AN HOR SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT P-31&', FHERWISE ANIGURE CHORS ARE NOT REQUIRED AS
ANCHORAGE ANCHORAGE THE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE
DETAILS DETAILS MIDSPAN OF EACH PANEL.
JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. ( - VINYL SLIDING GLASS DOOR NOA(LM) 10!05!15
FOR PRODUCT REFERENCES ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL L -
A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE J ROSOWSKI TVA (6 LU;
LOCATIONS OF CROSS-SECTION DRAWINGS. ;�l'• STATE F
B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLAtION DETAILS INTO WOOD CAN '•.FloR10P,.•'��``ti
C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. HBE EAD&SD LO SHEET 4 CERT,OF RUTH,X29296 4 ',FSS+ONA� �y
D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. 1070 TECHNOLOGY DRIVE 3
E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, JAMB:SHEET 3 N.VENICE,FL 34275 t�
F)SHEET 21 FOR A BILL OF MATERIALS. E--HOOK;SHEET 6 (941)-480-1600 SGD-5570 NTS T 9 OF 21 gi MD-5570.0 A.LYNN MILLER,P.E.
P.EJI60706
1-1116'NOM.
3/10'HSGLASS
7116'NOM. 7118'NOM. .090-Pvp-
3/16'HS GLASS 3110'HS GLASS 3116"ANN GLASS 75 76 NOTES:
.090r PvS .090"SG 71 1)BACKBEDDING SURFACES SHALL NOT
7116'AIR SPACE BE PAINTED OR LAMINATED.
PAINTED/ 2)PRODUCT MAYBE EITHER INTERIOR OR
3/iO'ANNGLASS LAMINATED HS GLASS PAINTED/ 3116-T OL
OR 01 LAMINATED OR SS PAINTED/ EXTERIOR GLAZED,PROVIDED THAT THE
SURFACE (BOR 111 (9 3 LAMINATED
SURFACE SURFACE "HS"SURFACE OF A LAMINATED GLAZING
<�n EXIfiRIOR EXTERIOR EXTERIOR UNIT IS ADHERED TO THE GLAZING LEG.
R
I ;U
PRODUCT IS PRODUCT!$T T6,111011- PRODUCT 19'EXTERIOR-
V.B�
OM. ii,.
GLAZED*IF#60-61 IS 7181NOM GLAZEDIl 71W NOM GLAZED'IF#02-03 IS 718.NOM "ANN" ANNEALED
716"N
TOWARDS THE EXTERIOR. GLASS TOWARDS HE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS' 'HS"=HEAT STRENGTHENED
SITE BITE BITE "T"=TEMPERED
0 INTERIOR I TVB"=.090"BUTACITED PVB INTERLAYER
(�j INTERIOR WrEBIOR
PRODUCT IS"INTERIOR- <3 BY K RARAY AMERICA,INC.
OLAZED"IF#80-81 IS 79 PRODUCT 18'INTERIOR- PRODUCT IS*INTERIOR- "SG-�.090"SENTRYGLASO INTERLAYER
GLAZED'IFIR10-81 IS I 79 GLAZEO`IF 1182- 70
TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. TOWARDS THE 10 15 BY KURARAY AMERICA,INC.
.10R,-
SEE NOTE Z 85
SEE NOTE Z. 85 SEENOTEZ so
THIS SHEET THIS SHEET THIS SHEET
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3
SILICONE HOT-MELT BUTYL I-1116'NOM. 1-3116'NOM.
STRUCTURAL W1611 HIS GLASS 3116"ANN GLASS
STRUCTURAL SILICONE
POLYISOBUTYLEN 114'NOM.. FOAM 3/10'NOM.
.000'so— 9132'AIRSPACE—
WITH WITH 3116'HS GLASS 75 70 HFAT-MIRROR FILM .090,PV8
DESICCANT DESICCANT 711VAIRSPACE 77 78 9132'AIR SPACE
EXT.GLASS EXT.GLASS 3/1VTOLASS 3flg'TGt.ASS 3110'HSGLASS PRODUCT RENEWED
PAINTED/ PAINTED/ ar'complyrny with the Florida
--LAM —LAMINATEDCoda
I I
(9DR 03 INATED 4 Elulldl�ij C..
SURFACE SURFACE HOA-No, 15-1210.01
CXTERIOR �3 Ex 1D t Fxpiration Doto 0411412021
INT.GLASS INT.GLASS PRODUCT IS'EXTERIOR. PRODUCT Is*EXTllOR-
GLAZVD`IF B82-83 IS 718-NOM. OLAZED"IF#84 IS D
KODISPACE SUPER TOWARDS THE EXTENIOR. GLASS TOWARDS THE EXTERIOR. GLASS
4SG TPS 76 SPACERIONXT"' BITE SITE
(�]INTERIOR 1�3 INTERIOR
PRODUCTIS'INTERIOR- PROPUCTIS'INTERIOR-
ALUMINUM GLAZED'IFJi82-83 IS GLAZED*IF 98415 79
REINFORCEMENT POLYISO- DESICCANT FILL AREA TOWARDS THE INTERIOR. TOWARDS THE INTERIOR.
BUTYLENE
5716'NOM. SEAL, 5116 NOM. SEE NOTE 2, SEENOTE2. 77 Se Be
BUTYL& SILICONE SEAL THIS SHEET THIS SHEET
DESICCANT ROLL-FORMED
REINFORCEMENT OM*
C
S
E
S
'0
1"'PVS
F
HS GLA
T
kLPAM�.NA
SURFACE
SITE
IN
BUTYL
& SI,
Jam--:—
INT.
A
NT
0 S,
r?oAM
fr-OAM STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 LYNIV 4
'o..........
EXT.GLASS
EXT.GLASS-�
%
-10.58705
VINYL SLIDING GLASS DOOR NOA(LM)
,NT. INT GLAZING DETAILS 11411 J ROSOWSK
10/05/15
INT.GLASS INT.GLASS
27 sT TE OF
aDURASEAL@ TO EDGE'
CERT.OFAUTMH. 9298 Ila
SPACER SPACER
1070 TECHNOLOGY DRIVE0 111';I"\
N.VENICE,FL 34275
(941)-480-1600 PI SGD-5570NTS. 1
111 10OF21 Jill MD-55700 J�Vl A.LYRENN MILCER,705 P.S.
068
I
SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT:
ASTRAGAL OR ASTRAGAL OR PANE{--
INTERLOINTERLOCK— INTERLOCK— PANED CENTERLINE PANEL_
CENTERLINE — �„ CENTERLINE „-4., CENIERIWE 4„ CENTERLINE
r n
EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR
2-TRACK CLUS7£R'C3' 10, 2-7RACK CLUSTER'C6' �' 2-TRACK INTERMEDIATE '� 2-TRACK INTERMEDIATE �,7 2-TRACK INTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION 't2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS
ASTRAGAL OR ASTRAGALOR
INTERLOCINTERLOCK- PANEL PANEL PANEL
CENTERLINE 4" CENIERLINE q" CENTERLINE CENTERLINE~• 4" CENTERLINE q41 "
o _
0
EXTERIOR ----4 3.22" EXTERIOR _ 3,22" EXTERIOR EXTERIOR 3.22" EXTERIOR
3-TRACK CLUSTER'Cr 3-TRACK CLUSTER'C515 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE
-3*ACK INTERMEDIATE
ANCHOR LOCATIONS
ANCHOR LOCATIONS '+1'ANCHOR LOCATION 'r2'ANCHOR LOCATION$ '+3'ANCHOR LOCATIONS
ASTRAOAL OR ASTRAGALOR
INTERLOCK- INTERLOCK PANEL PANEL_ - PANEL_
0 4,r
CENTERLINE a qu � qu
CENTERLINE CENTERLINE CENTERLINE CENTERLINE
u
EXTERIOR 3.22° EXTERIOR 3,22" EXT 03 EXTERIOR EXTERIOR
4-TRACK CLUSTER v 4-TRACK CLUSTER •4-TRACK INTERMEDIATE 4-TRRCK INTERMEDIATE 15 4-TRACK INTERMEDIATE
'C3'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'rYANCHOR LOCATION 'r2'ANCHOR LOCATIONS •+3'ANCHORLOCATIONS
NOTES:
NOTES'
FIGURES PERTAINTOTNE FOLLONANG SILL 1)•ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
W TERME9IATEANCHOA LOCATKH79:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK
2)TRACK-TO-TRACK DISTANCE IS 2.375" W2.375'
FOR ALL SILLS:
DISTANCE IS 2.375" 2.375"
FOR ALL SILLS:
PRODUCT RENEWED
Head/S81 I r1 as complying with the FloridaBuildin `ttK1111!!!/TT7j
.{am6 5 NOA-tno.Code 15-1210,01 ```���Ot•Ti LYNN't�jC�/Grp
YKlURES PERTAIN TOTNE FOLLOWINOSIIt P-h00k 7 Explratton Date 04/14!2021 ` ��' t,}OkNSE''•
CLU57ER ANCHOR LOCATIONS: Q'1
VINYL SLIDING GLASS DOOR NOA(LM) 2110165115 By-:o
tdo.50%G5
Miami-mace,Product Contro
® ANCHOR LOCATIONS A J ROSOWSKI11€�rb r '
g € u�.
CERT.OF AUTH.!!20206 r%�S'•.�t OR{OP,.',L-?:
HE-I)1t G31 1070TECHNOLOGYDRIVE n `'S10NAt-t ,`'
P-Yaok 7 N.VENICE,FL 34275
(041)•480-1000 SGD-5570 NTS III 11 OF 21 Jill MD-5570.0 l A.LYNN MILLER.P.E.
P.E.M 66705
HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT:
ASTRAGAL OR ASTRAGAL OR HT.PAININI!E.
L, PANEL
INTERLOCK INTERLOCK PANEL CENTERLINE A' CENTERLINE 4"
4! CENTERLINE 4" CENTERLINE
—
CENTERLIN!11�
EXTERIOA 3.22" SXTERIOli 3.22" EXTERIOR EXTER;.R�-- 3.72T EXTERIOR
-C.NTERMEOIATS ID 2-TRACKINTERMEDWE
2,TPACK CLUSTER'CY 2-TRACK CLUSTER'C$' 2-TRACK INTERMEDIATE ANCON LOCATIONS �-WANCHORLOCA'nONS
ANCHOR LOCATIONS ANCHOR LOCATIONS ".I'ANCHOR LOCATION
ASTRAGAL OR ASTRAGAL OR
7
� ` I=—
I PANEL_
INTERLOCK
INTERLOCKINTERLOCK PANEL PL CENTERLINE
CENTERLINEy CENTERLINE CENTERLINE CENTERLNE 4.76"
3.2Z'
EXTERIOREXTERIOR 3.22- EXTER10h 3.TRACK INTERMEDIATE EXTERIGit 3-IRACK INTERMEDIAIE EXTERIOR 3-TRACK INTERMEDIATE
-3-TRACKCLUSTIERIC"r TRJhCK CLUSTER'C6* '+I'ANCHOR LOCATION V WANCHORLOCATIONS -.3ANCHOR LOCATIONS
ANCHOR LOCATIONS ANCHOR LOCATIONS
ASTRAGALOR ASTRAGAL OR PANEL PANEL PANEL 4!�
INTERLOCK 4" CENTERLINE INTERLOCK— 4' CENTERLINE CENT CENTERLINE
z'
CENTERLINE
EXTEMOR
EXTERIOR V3.21 EXTERIOR 1---3.22" EXTERIOR EXTERIOR 4-TRACK INTERMEDIATE+:r
4-TRACK INTERMEDIATE ID 4-"AC6''ONRTERM".n)AE+2"
�ul AN Ji OVA ONS 15 ANCHORLOCATIONIS
4-TRACK CLUSTER 4-TRACKCLUSTER '+I*ANCHOR LOCATION
LOCATIONS "Cb'ANCHOR LOCATIONS NOTES:
FIGURES P6%AJ.NTnTHF FO NGN� 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
)jArS
KCN0RL=
TIO
114TERMEDATEANCHOR
NOTES: — 2)TRACK-TO-TRACK
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, DISTANCE IS 2.376° 2.375"
2)TRACK-TO-TRACK FOR ALL HEADS:
DISTANCE IS 2.376" 2.375"
FOR ALL HEADS: 5. PRODUCT RENEWED
S'"
as complying with the Florida
Pq Building Code
Jamb
NOA-No._ 15-1210.01
FIGURES PERTAIN TO THE FOLLOYANG HEAD
CLUSTER ANCHOR LOCATIONS:
Expiration Date 04114/2021 NO,56705
VINYL SLIDING GLASS DOOR NO MlamProduct (A
A(LM) JAI 10106/15
ja�j J ROSOWSKI
L
ANCHOR LOCATIONS B STA 5:11
.. lomUP...........
Si I C3 CERT.OF AUTH.420206
! A.LYNN MILLER,P.E.
l OF21 MD 557
t.b 1070 TECHNOLOGY DRIVE
N.VENICE,FL 3427E
(941)-480-1600 N 12 D-5570.0
IISGD-5570111 TS]
P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): IFICURES PERTAIN 70THE FOLLOWING AWARCHOR LOCATIONS:
2.375" 4.75" 7-126' r
21.0- 21.6"
HLadIsid +1
Jet,
AX. MAX, 5
MAX.,
O.C. EXTERIOR D.C. EXTERIOR O.C. EXTERIOR P-hook 7
OPT.ANCHOR
TO All)IN
\
ALIGNMENT
6" NOTES:
MAX, MAX. MAX. .1)STANDARD ANCHOR LOCATIONS SHOWN.
. FOS AND ACK JAMBS,
2-TRACK FRAME 3-TF;CK FRAME F 4-TRACK FRAME BE LROCATE4-TRD IN ADJACENT TRACKS ANCHORS MAY
f JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS
REQUIRED TO MEET MIN.EDGE DISTANCE
CONSTRAINTS.
12"
MAX. JAMB JAMB JAMB
(3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES
PER END 1"X.501)" PER END @ V X.600' PER END @ 1"X.500"
"S
1 13)WEEP NOTCHES
PER END 1 X
SILL
L
ESILL
XEXTERIORX
EXTERIOR
EXTERIOR
(3)TRACK WEEP HOLES
EVERY 2,4V'@ 1.12&'X.1901, (6)TRACK WEEP HOLES
(10)TRACK WEEP HOLES
(1)WEEP NOTCH EVERY EVERY 24"@ 1.126"X..VW;
24!�@ 1.37V'X.500" (1)WEEP NOTCH EVERY @
OPT.ANCHOR
TO AID IN EVERY 24" 1.125"X 19
ALIGNMENT 24"@ 1.375"X',600' (1)WEEP NOTCH EVERY
24"@ 1.375"X.600"
NOTES!
1)SEE TABLES I&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCTRIENEWED
OF ANCHORS REQUIRED IN THEP-HOOK. as complying with the Florida LYNN
sulldinu Code
'laws -1 '.
FIGURES PERTAIN TO THE FOLLOWING POM NOA-No. 15 210.01
0`410010 ANCHOR LOCATION.
Expiration vat.04f14/2021 S 7§ No.58705
VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 By
11,tj J ROSOWSKI
41AI f)O11r_m'.A,
ANCHOR LOCATIONS C
I Head/8111 1 03 CERT.OF ALITH.#20206
10NAi
Jamb 61 q, 1070 TECHNOLOGY DRIVE
P-hook (7) N.VENICE,FL 34275
1(941)-480-1600 SGD-5570111 NTS-FIF13OF21 J'Q1j MD-55-10.0 Jill A.LYNN MILLER,P.E.
fill PRAI 68705
FIGURES FARTAINTOTHE
HEAD 90*CORNER CLUSTER ANCHORS LAYOUT: -SILL 90*CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING DO'CORNER SPLL
ANCHOR LOCATIONS;
go.
'"' >4
4" 4" 4 L
4' 4' 4' 4"
=13 I Headsill
z Jamb 5
3.22" EXTERIOR 3.22" A I MON
2-TRACK 90'CORNER n 2-7RACKSVCORN& I
.CB'ANCHOR LOCATIONS RACK SO-CORNER EXT6RIOR -CB'ANCHOR LOCATIONS
'C4'ANCHOR LOCATIONS 2-7 2-TRACKS0*CORNER EXTERIOR
(USE WHERE'C3'IS SPECIFIED) (USE WHERE'CVIS SPECIFIED) -C4*ANCHOR LOCATIONS
(USE WHERE'C3'IS SPECIFIED) (USF W)JERE-CS-ISSPECIFIED)
I Tj
PRODUCT RENEWED
4" 4"'&: "m 1 0 with the Florida
I W P'g"
4- BuIldl.9 *do
L NCA-No. 15-1210.01
9 lExpI;GtIon Date 04/14/2021
4" 4" 4- By
—4VE4��322-
&3.22
3.TRACKIWCORNrR
EXTERIOR 3-TRACK SO'CORNER EXTERIOR 3-TRACKOD'CORNER EXTERIOR S-TRACK CORNER EXTERIOR
.COANCHORLOCATIONIS 'CVANICHOR LOCATIONS LOCATIONS -W ANCHOR LOCATIONS
(USE WHERE'CTIS SPECIFIED) (USE WHERE'CV IS SPECIFIED) (USE WHERE ICT IS SPECIFIED) (USE WHESE'CrIS SPECIFIED)
Vy N 44Z
&4'
4- 4�'
4No.55705,
-
4"- 4'—
STATE Of
.0
3.22" .21-
3 E
EXTERIOR EXTERIOR R XTERIOR 8YONA1-,,ok
4-TRACK 90'CORNER EXTERIOR 4-7RACK00'CO 14-IRACK 90*CORNER I
RNER 4.TRAr-,9D'CORNER
ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS C41ANCHOR LOCATIONS 'OF '06-ANCHOR LOCATIONS _U A- R.P�E-
(usE WHERE TWIS SPECIFIED) (USE WHERE TS'IS SPECIFIED) 'C3'19 SPECIFIED) (USEWHERE-CS'IS SPECIFIED) LYNN MILLER,
(USE IP.EII 68705
NOTES:
FIGURES PIERTAINTO r1l"FOMOWING W CORNER 11)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
HEAOANCHORLOCAnONS: VINYL SLIDING GLASS DOOR NOA(LM) 11110105116
2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D jj,�j J ROS*OWSKI
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.
I HeadISKI I (C-3P iI
Jamb 1 6 1 3)TRACK-TO:I'RACK 2.3,76" CERT,OF AUTHA 1200
t
P-hook 1 7 1 DISTANCE IS 2,375" 2.375
FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275'
(941)-480-1600 iSGO-5570fli NTS � 14 OF 21 Jill MD-5570LO
FIGUSESPER TOTHE
SILL 136'CORNER CLUSTER ANCHORS LAYOUT: FOLLOWINO 133TAINIINER BILL
'Co
HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: A...LOCAIJONS;
A�
41% ft,
0
4" 4" 44- 04-
4"
MR
�4e e _:
o He6d1Si14 G3 '!
E EEERICIR EXTERI R
XTERIOR 3.22' EXTERIOR 7:j
2-TRACK135'CORNER 2-TRACK 135*CORNER v VIRACK tW CORNER 2-TRACK135'CORNER
.C4*ANCHORLOCATIONS CW .
ANCHOR LOCATIONS -04-ANCHOR LOCATIONS Cfi*ANCHOR LOCATIONS
(USE WHERE-C3'IS SPECIFIED) (USE WHERE*CVIS SPECIFIED) (USE WHERE-C3'15 SPECIFIED) (USE WHERE'C5"IS SPECIFIED)
A�.
4- 4" 4' PRODUCT RENEWED
4- as complying with the Florida
4" Building Code
HICIA-140. 15-4210.01
4" Expiration Date 0411412021
of, PUE)(ITEMIOR
ER EXTERIOR EXTERIOR E Map I EXTERIOR By
Iu 11 —#322' 4,.� 1—3 92"
3,TRACK 135'CORNER 3-TRACK 136*CORNER 3-TRACK 13TCORNER 3-TRACM361 CORNER
-C4'ANCHOR LOCATIONS C4,ANCHOR LOCATIONS C61 ANCHOR LOCATIONS
(U IC41 ANCHOR LOCATIONS C5-IS SPECIFIED)
(USE WHERE ICY IS SPECIFIED) SE WHERF'C5*IS SPECIFIED) ME WHERE-C3'IS SPECIFIED) (USE WHERE
4" 4-
4" 4�' x",-(LYNAI
302 Na.611705
m 4" 4"
VI --.
:C EXTERIOREXTERIO 0• STA OF
OPMLRIO I EXTERIOR 3.22"pr .. ,,
J_ `ti! "
P
1'/,70NAI-
4-TRACK 1351 CORNER
4-TRACK135VC FINER 4-TRACK 135*CORNER 44RACK 135'CORNER 'Cff'AKCKOR LOCATIONS
.C4'ANCHOR LOCATIONS C6'ANCHOR LOCATIONS -C41 ANCHOR LOCATIONS (USE WHERE-CS'IS SPECIFIED) fill",
(USE WHERE IS SPECIFIED) (USE WHERE'CG'13 SPECIFIED) (USE WHERE-Cr IS SPECIFIED) A.LYNN MILLER,RE
P.RA 69705
NOTES: —JAI
FIGURES PERIAINTO THE FOLLOWING 136.CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED,
HEAD MUOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/06115
2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS E d a� J ROSOWSKI
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.HeadtSlll
3)TRACK-TO-TRA,
I Jamb :1:395q CERT.OF AUTH.0 9200
2.375"
I P-hoolf 1 7 1 DISTANCE IS 2.37,511 2.37! 1070 TECHNOLOGY DRIVE INA
FOR ALL HEADS AND SILLS: N.VENICE,FL 34276 11 — MD-5570.0
k I
(941)-480A600 160
IFIISGD-5570 NTS MD-557 O.O
HEAD SPLICE ANCHORS LAYOUT(Q-INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT R-INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO FHE FOLLOWING
SPLICED SILLANCHOR LOCATIONS:
SPLICE P LSPLICE S.'TI.I L
CF,
LOCATIOiT' 4" ID.8PL 010E
LOCATION 4" LO '
4"
EXTERIOR EXTERIOR ---4 3.22" EXTERIOR
KSPUCE 2-TRACK SPLICE 2-TRACK SPLICE Jamb 5
2-TRAC 2-TRACK SPLICE C4*ANCHOR LOCATIONS lu •CO.ANCHOR LOCATIONS 1 P-hook 1 7
'C4'ANCHOR LOCATIONS ANCHOR LOCATIONS
(USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) (USE WHERE IS SPECIFIED)
SPLICE SPLICE SPLICE SPLICE
L LOCATIO'N 4,75- LOCATION7 411 LOCATION 4" LOCATION
-T
PRODUCT RgNEWED
a-..mplyl.9 with the Florida
EXTERIOR 4�' EXTERIOR 31.22" EXTERIOR --L4 I---3--2Z' EXTERIOR 4" Sullding Code
3-TRACKSPLICE VTRACKSPME 3-TRACKSPLICE Ca.3-TRACK SPLICE
R LOCATIONS ANCHORLOCATIONS NUA-No. 15-1210.01
-C4'ANCHOR LOCATIONS ANCHOR LOCATIONS tu•C4'ANCHO (U
(USE WHERE'C3-IS SPECIFIED) (USE WHERE TV IS SPECIFIED) SE W14ERE'C3'IS SPECIFIED) SE WHERE T V 15 SPECIFIED) gxpi,atio.Date 04M 412021
By
Miami d duct Control
SPLICE —4.76. SPLICE SPLICE SPLICE
LOCATION 7 4"
LID LOCATION LOCATION
4!'
EXTERIOR EXTERIOR
4" OR EXTERIOR Af
4-TRACKSPUCE 4-TRACK SPLICE 'Ca.4-IRACKSPLtCE
'C4'ANCHOR LOCATIONS 4-TRACK SPLICE 'C4"ANCHOR LOCATIONS ANCHOR LOCATIONS 'p
"CB' LOCATIONS
(USE WHERE-C3-IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) (USE WHERE'03'IS SPECIFIED) (USE MERE-CV IS SPECIFIED) Z: No.X070.1 it
s
16
IF
rT-
c �
NOTES: &s........
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 10NAI.-
h/11111111,
FIGURES PERYASH70THEFOLLOWJNGSPLICEO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.P.E.
fiEAO ANCI IOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEETHE EXAMPLE ON SHEET 9. P.E-.#68705
3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) It 10/05/15
DISTANCE IS 2.375" V2-376' 1&2.376" D- I
FOR ALL HEADS AND SILLS: LOCATIONS F AJ RO ANCHOR SOWSKI
4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH.42D2 38
H�
Jamb1 L
a h I BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE
P-hook 1 7q N.VENICE,FL 3 275
(941)-480-1600 IIIISGD-5570111=NTS16OF21 1111 MD-56700 1411 1
PANEL'S RIGHT STILE TYPE SCREEN PANEL.TYPES
PANEL OUTSIDE 9D' INSIDE 90' OUTSIDE135 INSID£135' C I<VOS'ERI�OCK �wwvt_.t_ ASTRAGAL
TYPES SINGLE SINGLE FIXED LOCKSTILE • ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL
IN INTERLOCK STILE Wt HANDLE DOXOUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER
INTERIOR OR OUT IN r•^� DOUBLE
EXTERIORGLAZED M LOCKSTILE 1.-.J�r^vvvvw.� INTERLOCK
910NOLLE E F PP K �L Ll TC TA TV TW J LOCKSTILE �....M.,�c� ASTRAGAL
INTERLOCK SINGLEtp^L j''`�
SINGLE B / / P A C C SC S/� S�/ S 1�I� SD INTERLOCK �•�--'�"�"""'`�1 INTERLOCK
DOUBLE
INTERLOCK n (,� (f f-] S( �I j(
IN (naxolm twxe9
n•• FIXED RR R S S FC FD FV FW A INTERRLOCK � LOCKSTILE
STILE
Isoxorrr7 I teoxa5
L!I tOCKSTILE I7 /J f U ASTRAGAL win v L 7 LOCKSTILE
WI HANDLE j�J (Y!
!"'
DOUBLEASTRAGAL LR T U INTERLOCK
(�'"�, SINGLE
F-. BOX OUT DS INTERLOCK I�—'^"""" INTERLOCK
tnn'tolrr7 oxoun
ox
ASTRAGAL
—•I BOX IN N T
� -xiN oxan x
Lu STRAG' CT CS CF
� gs7RAGAL
z RECEIVER
ASTRAGALAT AS DF
RECEIVER
PRODUCT RENEWED
OUT.135• ae..mptying with the Florida
ASTRECEIVER GAL VT" V'"S VF NOA-No.Building 15-1210.01
IN.135, Explrauen nate 04/14/2021
ASTRAGAL WT WS WF
RECEIVER By —
Mlaml- Product Control
LEFT RIGHT
PANEL PANEL
STILE
PANEL TYPE "F"SHOWN.
• - 1L11111111/337'
PANEL NOTES. `���'ONY Ell
LYNN 1 r4/r
1)SEE DPIANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE, ` Q
.4. Nn.9.0705 •:;"r
2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FORANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10105116
NOTAVAILABLE. ���"
?OfPANEL TYPES JROSOWSKI -'D ;Q -
3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60. < < :�Qx` STA E o:d , �j`
CERT.OF RUTH.029295 , � ,40R1OP.•' \�'
4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH LS' . ��
1070 TECHNOLOGY DRIVE mA d ONAI,I1ti,C4t�.
TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. �6 r I
N.VENICE,FL 34275 A.LYNN MILLER,NE
(941)-480-1600 SGD-5570 NTS 17 OF 21 MD-6570,0 $ P•EA 58705
6.875 10.635 540 291 Dal .762
125 r-.650
.100 9-1
kE1 Flf-]II.812 062
,100--1 G_==05 t�= .301
L J "00� _�w , ,'!� I
Lim 00 030
1-1
F-4 19428 1'
LIQ�Du=o�&=z�3� �W FRAME SCREW &INTERLOCK CAP,
2 TRACK HEADIJAMB 4 TRACK SILL OCOVER(PVC) ANCHOR PLATE TRACK INSERT EXTENDED POCKET 5,178
1.000 262 231 ,060 --1 2.060 .100
250 .062 1.613 17 .080
8.250 1,435 r7
100 rn .949 4
17_1 .060
J1.813 1 1.681
fBILL,TRACK
RooJH BOTTOM RAIL @ FRAME SILL COVER P-HOOK ADAPTOR P-HOOK
x1 :UPPORT ADD-ON @
O 3 TRACK HEADMAMB ®3''RACK SILL ��_.640 291 '001' -.229 094 126
10.626 640 3.000 _r_v_j 1
6.876 .626 00 1--2.607-41 T_e
.076
-'00 i0o a
ILA L". L❑11 ❑ 1.813 R 17-1 .002 -06� .3291
.MA 00 '00 EXTENDED =(@)REINFORCEMENT REINFORCEMENT
H H If t� (9 KEEPER' BAR COVER BAR @ FIXED PANEL CLIP
4 TRACK HEAD/JAMB LA64M KEEPER PLATE
@ 2 TRACK SILL 2.511
[-2.838
1.570 1.626 1.695 1.695 .309 -2.806-1 ► 080
r,==4 I P2
3AB3 .126 70 .7,6 635 9
[2 .076 4.r 4.279
.070 z
2333 2.168 2 788 2.768 F 6 .100
2.710 U
291
AL
5 .210
L300 2.025 F,312 ❑ (9 INTERIOR JAMB COVER
.11041-- -.182 .120 _A62 2. 1.875 - PRODUCT RENEWED
.IAU 291 25=1101n with the Florida
.100 Coy
@ INTERLOCKA00 0 RAGAL @ EXTENDED POCKET OINTERLOCK (@PANEL STILE,TOP
TOP.BOTTOM TOP.BOTTOM @ INTERLOCK.300 0 AST 6 ou
0 C
AND STILE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER 32 ASTRAGAL ADD-ON AND BOTTOM RAIL NOA-N-- 15-1210.01
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04114/2021
-3-452 REINFORCEMENT 3.326- 13.346 NOTES': N.I.-a-491.
:' it
13.7' R000 _9
1
9 1)SEE SHEET 4 FOR
.125 3.345 SILL RISERS.
1472
.4"
3.209 '060 3.713 .000
2.1j125 �n
5 046 1.600 3.947 2)SEE SHEET 20
.065 910 FOR SCREEN PARTS,
.300 07or 1.170 1.229
195°CORNER @13S'CORNER 37 13S' @135'CORNER @90'CORNFR @ 90'CORNER 90'CORNER 3)ALL DIMENSIONS
ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, @ ASTRAGAL CAP, IN INCHES.
EXTERIOR INTERIOR EXTERIOR INTERIOR
-1.912 912 210 .262 J73
.065- ter
VINYL SLIDING GLASS DOOR NOA(Lm) 11 10105/161 No.58705
1,261 f12161
'd r±
.062_V1.261 1.261 1.261
EXTRUSIONS 11411 J ROSOWSKI 11
T11 6.1
)
(Do 7116' (@I_I1jBj Cqzi"
SQUARE BEAD BEVELED BEAD
BEVELED BEAD 69 OGEE BEAD OGEE BEAD CERT.OF AUTH,029208
1070 TECHNOLOGY DRIVE
)NAI.- ol
N.VENICE,FL 34275
(941)-480-1600 SGD-557011] NTS 11118 OF 21 jj�j MD-5570.0 A.A.LYNHMa.LMPX=.
1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD
CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY
T ANCHOR PANEL a JAMB& INSTALL ONE BLOCK AT et HEADER
TYPE AS USED ° BLOCK
IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK.
O TABLE A,SHEET 1 aTABLE i AT ASTRAGAL,INSTALL
o ONE BLOCK THAT (3)#8 X
az 136 SMS SPANS BOTH PANELS. i I 0°1"SMS r
d FIXED PANEL CLIP �.
FIXED INSTALL ONE CLIP AT THE es{2}114"
z3 PANEL MIDSPAN OF EACH FIXED r X 2-114"SMS
CLIP PANEL-TO-FRAME JAMB LOCATION.
\ D
0xrl 1
SMS / (4)#10
z5 BAR COVER ` X 2"SMSMS
98
r
zz REINF.BAR
05 #8X
1-114"SMS } KEEPER 59
q \ /
{
�o JAMB TO KEEPER TO JAMB
p SILL ASSEMBLY - ATTACHMENT
LOCKING JAMB
PRODUCT RENEWED
as with the Plorlda
REINFORCEMENT PLATE DO .
N04-No
NOA-No15.1210.01
ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER to Expiration Dot.04/14/2021
@ 34-112"MAX O.C. OXXX SHOWN o P
Ir-L�I Mlnm Do duct Control
(4)#10X so
SMS INTERIOR
6.INTERLOCK CLIP COVER
I NOTES EXTERIOR
\ . I
INTERLOCKDETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2a REINF.PLATE 2 SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. ���` s IwIN
BOTTOM RAIL $a#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. .`� pry.........tNt1
SUPPORT it 2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,iS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
(2)#10 X 1'•SMS —� 8 VINYL SLIDING GLASS DOOR NCA(LM) 10/05/15 No.60705
THROUGH SUPPORT,sz
INTO PANEL PANEL X ACCESSORIES INSTALLATIONm J ROSOWSKI -O �L {C Ib
9a#lox ASSEMBLY sT r. P <u=
INTERLOCK SILL RETAINER 1-1/2"SMS
ALL PANEL CORNERS CERT.OFAUTH.029299 �S5,7aJ1JA>.ti��r?�`
CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE ILII 115
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS15P,,
N.VENICE,FL 34275 A.LYNN LLELMIR,P.E.
(041)-480-1600' SCD-5570 NTS i90F 21 $ MD-6570.0 3 P.6458705 It
BOX SCREEN DETAILS: STANDARD SCREEN DETAILS,
100 &-@011 5 E30[ 126 121 433 123 132 129
102 119 IN
117 fOB
HORIZONTAL SECTION EXAMPLE 130
HORIZONTAL SECTION
EXAMPLE Its 32 131
102 iti
93 r-n 121
0 Ej
122
HORIZONTAL SECTION EXAMPLE
too It 120
404 HORIZONTAL SECTION5t7 1.081 k8l
102 EXAMPLE 1 1,202—t—JA
7.778 q-j 8 035
.77 77
1 1 .046
.875 1.120 4—�050 --b .050
.876 (98CREEN SCREEN SCREEN OXO
FRAME 8SIDE RAIL, @A6TRAGAL
1.003 1.903 ,.062 1.8!!74 RAIL LATCH ADAPTER PRODUCT RENEWED
#--.062 ...Q.P[Zln
with tho Florida
BOX SCREEN BOX SCREEN BOX SCREEN Building ado
TOP RAIL BOTTOM RAIL SIDE RAIL(9 725 1'435 NOA-No. 15-1210.01
8 8
765 .782 Pxpl.ti..Data 04M4/2021
o . :@ '
040 Dr
Mlavol-Datt!0duct Contra[
1,30 r�i�14 1.020 1593 1.373 20 1 .052
1 -
SCREEN VINYL SFRAME WLL
101 63 ISASTRAGAL SCREEN
2 r72 f —.065 ADAPTER ADD-ON
124
07 .372
O ( BOX BOX SCREEN
9)SCREEN 8SCREEN &00xxLOLJ
0
INTERLOCK SNAP-ON ASTRAGAL
VERTICAL SECTION BUG FLAP ADAPTER VERTICL SECTION
EXAMPLE EXAAMPLE NOTES: LYNA1
1)ALL DIMENSIONS IN INCHES,
1306
-11.487
.065 LASS DOOR NOA No.60705
1487 VINYL SLIDING G (LM)ro"o r-0 6'0 J ROSOWSKI
t SCREEN DETAILS
-p. 35 1
BOX SCREEN :O,)E OX SCREEN too SCREEN HEAD Q sr Ti- r i
IF .;<, - g/
AND ff ,
8Ltr
ASTRAGAL SILLADD-ON JAMB ADD-ON CERT.OP AUTK.#29293
ADAPTER 1070TECHNOLOGYDRIVE YONAt 0-
KVENICE,FL.34275A.LYWALLEFt,P.E.
(941)-480-1600 SGD-5570 NTS 200F21 MD-5570.0 Jill P.6-#68705
TABLE C: TABLE D:BOX SCREEN
# Part# Description Matodal r45
Part Description Material # Part# Description Material
1 19001 2-Track Hend(Jamb Rigid PVC 19086 Sill Weer-(2.117') 6063-75 Alum. 100 12256 Box Screen Top Rail 0083 T6 At
2 19002 2-Track Sill Rigid PVC 19022A Sill Riser-(3.12) 6053.76 Alum 181 12267 Box Screen Bottom Reil 6083 T6 At
3 19026 3-Track HoodlJamb Rigid PVO 19023A SIII Riser-(41118) 6083-TB Alum. 102 12268 Box Screen Bids Rain 6083 T5 At
4 19028 3-Trach Sill Rigid PVC 19024A Sill Rlaer-(4618" 048316 Alum 103 04420 Box Screen Interlock 6083 Te A)
5 19027 4-Tkack HeadlJamb Rigid PVC 718WOW .10T'x.320"Flneaal(Stile) 104 17347A Box Screen Snap on Bug Flop 8063 TO AI
6 19028 47eck 8111 Rigid PVC 71695K 1-112"x 4"x 314"Fin Seat Dust Plug 105 64345 •Box Screen OXO Astragal Adapter 606316 A3
7 19009 FrameScrewCovet Rigid PVC 71696 Dust Plug log 17349 Box Screen Astragal Adapter 6083 75A
8 191331 Anchor Plate 600376 Alum. s0 419041 Interlock Gip Cover PVC 107 19030 Box Screen Frame Sill Add•m 6083 T8 At
9 10007 17arack Insert 6083-76 Alum. 61 78163X Tandem Roller Assembly SS l06 19038 Box Screen Heed/Jamb Add on 8083 18 Al
10 14084 1 Interlock Cap-Extended Pocket Rigid PVC 62 78163N Tandem Roller Assembly Nylon log 720XIX #1420 x T'MS Q Top Rail as
11 19036 Bottom Reil Support S063-T6 Alum. 63 78X75FPTX #8 x 314"Ph.FH SMS @ Roller&Reil SS 114 1 720X112X #14-20 x 1-112"MS @ Bottom Rall SS
12 194044 Outer Sill Co\ar 8085 lBAlum. e4 419042 Frame Header Black Nylon 111 717930 Walp,.270"x.160'-Rn Seal
13 19011 SIII 7kack Cover Rigid PVC 66 48052 Roller Adj.Hole Plug PVC 112 61805K Wat r,.187'x.6MI @ Bug Flap
17 19032 P-Hook Adopter 6083.76 Alum. 66 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller. Nylon.
18 19020 P-Hook 6083-76 Alum 07 76Xl l4FPTX #8 x 1-114"Ph.FH SMS @Bumper Stop SS 114 7BRAX HD Relief SS
10 19047M Extended Keeper 6063.78 Alum. 68 716960 Sill Plug PVC 116 varies Screart Locking Hardaere Steel
20 19029M Keeper 6063.76 Alum. 69 78186X Gemini Mottles Lock w/long Trim plate Steauss 118 419053 Screen Keeper Steal
21 19014 lReinforcement Bar Cover Rigid PVC 70 71032XIFPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76XIPPA #8 x 1"Ph.PH SMS Steal
22 19030 fRointbicentrantBar 600546 Alum 71 verles Handle Kit C1191,Zinc 118 16921314 Screen Spline Vinyl
23 19037M I Fixed Panel Gip 8003-T6 Alum. 72 19054 Interlock Retainer Ulp Nylon 119 1816020 Screen Cloth Fiberglass
24 19036M Relnfoicriment Plate 608378 Alum. 76 Kommeriing 4SO TPS Spacer SystemTABLE E:STANDARD SCREEN
25 10017M Top Rail,Bottom Rai!and Lockot8o 0006.76 Alum, 76 Quansx Super Spacer nXrvdth Hot Melt Bulyl 10 for Seo Ghost
28 19048 Reinforcement Composite 77 Quanox Duraseal Materials # Part# Description Material
19018M interlock.300 Retail,ement,Std 600&T8 Alum. 78 Cardinal X Edge Spacer 120 12033 Screen Frame Rall 6063 T6 At
28 19013M Interlock.400 Reinkxcement,HD 600&76 Alum. 79 Dow Coming 986 or GE-7700 Backbedding Silicone 421 12026A Screen Frame.Side Rail(Latch) 8003 T5 At
29 19019M Astragal Reinforcement 600&T6 Alum. 80 19000 7118"Square Bead Rigid PVC 122 17303 Screen OXO Astragal Adapter 608378 AI
30 10083 Extended Pocket Interlock Adaptor 6083.MAfum, 81 7!18`1 Beveled Bead Rigid PVC 423 4853K Screen Vinyl Astragal Adapter Plaid PVC
31 19008 lintriftck Adaptor Mold PVC 82 19044 1-1118"Beveled Bead Rigid PVC 124 180128 Frame sig screen Add•on 6063 T6 At
32 19000 Aslragai Add•on Rigid PVC 83 19046 1-1116"Ogoe Bead Rigid PVC 125 8FP95K Bug Flap,05.b 6 ditto. Vinyl
33 19004 Panel Stile,Top/Bottom Rail Rigid PVC 64 19016 1-3116'Ogoe Bead Rigid PVC 120 78X112PSATS 98 x 1412'Ph.PH SMS(Assembly) SS
34 19040 Interior Jamb Covar 608346 Alum. 85 71725K Setting Block 112"x 4"x 1116",85+1.6 caro, Neoprene 127 712027 Comer Key Wheel Assembly(Standard) Nylon
35 19078 135'Caner Ashagal - 60637SAlum. as 71726K Setting Block 1"x VX 1116",85+1-5 ditto. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS
3B 19077 135'Corner Astragal Paseive Mount 808378 Alum, 90 7111PSTX #8 x 1"Ph.PH SMS Q Frame Assembly SS 129 Vedas Screen Locking Hardware Steal
37 19079• 136°Comer Astragal Cap-Ext. Rigid PVC 91 7OX114PHPT41OX 0 x 1.1/4"Ph.PH SMS @ ReInt Bar S6 130 114X34PPSDAX #10 x 314"Ph.PH SMS @ Screen Ast. SS
38 19080 135'Caner Aerialist Cap-lot. Rigid PVO 92 710X1PHPTl8.8X #10 x i"Ph.PH SMS @ Rall Support SS 131 7BX12PPSMSX #B X 112'Ph.PH SMS C DnorAst. $S
39 19078 90"Corner Aehagal 6083 TB Alum. 93 71OX116PPX #10 x 1-117'Ph.PH SMS Q Fxd.Par.alp SS 132 116920/4 Screen Spline_14W Vinyl
40 10081ll CanerAstfogal Cap-Ext. Rigid PVC 94 710)Q.5PHPT16-BX 010 x 2-112"Ph.PH SMS Q Reint PlatsrAst, as 133 1 1B1BC20 18crean Cloth Fiberglass
41 19002 19W Comer Astragal Cap•Int. Rigid PVC 95 71420X2.26FPFX #12 x 2-114"Ph.PH SMS @ Hdc Block SS
'96 710X1,76PPX #10 x 1-314"Ph,FH SMS(gi Keeper SS PRODUCT RENEWED .
97 710)04PPX 710 X 314'Ph.PH SMS @ Ext Pkt.Int. SS as corn 1 1np with tho Florida \\\r\t t f I r r Illi r
guirdtng Code >> tory Ly flit i
NOA-No. 15-1210.01 <,`iP•'.... ll¢ ,
Explration O. 0 4/1 412 0 21 ••,\'t'
VINYL SLIDING GLASS DOOR NOA(LM) 10105!15 By
' No.50705
_ Mlarn—Iia Product •k
PARTS LIST 11� J ROSOWSK(
= � STAft F :'!,tl:
CERT.OF AUTH.#20298
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