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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL251-R28
sy�a,
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
1
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 dfl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoG42oojLRIp/o2bls%3d 1/4
9/30/2016 Florida Building Code Online
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.10.odf
(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:
251.8 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
(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:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.Ddf
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 15-0612.06 LM.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:
251.10 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.Ddf
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.odf
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
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 15-1210.0l.odf
(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:
II�rbc r�'e�xt
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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section -
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
Vic- ® tlxck
https://floridabuilding.org/pr/pr app dll.aspx?param=wGEVXQwtDgsEt2PTand6bm5ECcrlFWoG42oojLRIg/o2bls°/g3d 3/4
MIAMI-DADS 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.miiimidRde.gov/economy
PGT Industries
1070 Technology Drive,
North Venice,FL 34275
SCOPE:
This NOA is being issued under-the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material.fails to
meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: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 21 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 manufactureu's 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
M IAMI•DADF COUNTY O� Expiration Date: April 14,2021
\L{� Approval Date: March 3,2016
z Page 1
PGT Industries
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0107.04)
2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 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 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 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 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 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
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 tinder NOA No. 11-0107.04)
8 Additional test report No.FTL 6637 (samples A-1 thru A-5)per TAS 202=94,issued by
Fenestration Testing Lab,Inc., dated 12/06/10,signed-and sealed by Jorge A. Causo,P.E.
(Submitted under NOA No. 11-010Z09)
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, 535753-09,per ASTME-84,ASTMD1929
and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material.
(Submitted under NDA No. 11-0107.04)
5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass
® (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 (5t'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"5570/2770"
Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on
04/14/16.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.15-1210.01
Expiration Date:. April 14,2021
Approval Date: March 3,2016
E-3
SERIES 5570 IMPACT RESISTANT SLIDING GLASS-DOOR BLE Au
Group Anchor Substrate Frame Member Min,Edge Min, *MIN OF 3 THREADS
INCLUDING POCKETS &900/1350 CORNERS Distance Embedment BEYOND THE METAL
GENERAL NOTES: -777o'eu-tra-m Wn-o -Tre-aMill/Jamb 9/16, Vvill'-- SUBSTRATF.METAil.
02,steal SMS - P.ho*k 9115' I-To, SUBSTRATE TO MEET MIN.
1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10, Aluminum, HeadIS111IJamb 318'
2)DESIGN PRESSURES: (G5)or410S.S' (0.125'arin.thlok
SMS, nomo P-hook WS, IjW STRENGTH AND THICKNESS
-----------Sr REQUIREMENTS PER
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El 300. (min,11 Steel,A - HeadISOUJumb Vv 0.060,
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A threadefin) (0,0601 min.thickness) P-hook TO. 0,0s0r CURRENT FLORIDA BUILDING
Steel Stud,A653 Or.33' HeadISULIJamb 3(87-- 0.071'(14 Go.) CODE AND To BE REVIEWED
3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, (0.071'min.thickness) - P-hook 318• 0.071'(14Ga.) BY THE AUTHORITY HAVING
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P.T.Southern Pine Jamb V 1.318• JURISDICTION.
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Uttrsaon SO-0.154) P-hook 1. I-wr
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. P.T.Southern Pine Head/SIIVJamb 1.
5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 1. FOR STEEL STUDS.
P'WL I-Val MIN.FU=45 K81&'
0)REFERENCES(NON§) ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA!S,VISION EXTRUSION,LTD. #12,steel wood 'trs 1-1.00111flamb -191-V -!,VB* MIN.FY=33 KSI,
WHITE RIGID PVC NIDA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED screw(06) (SO.0165) -p-hook 01161 1_Val
(PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P-hook I. 1-31al
1/4'Elco (min.2.85 kel) -We_ed1$1II1Jamb -1-3116- 1-31111 1 "UNGROUTED CMU"VALUES
REFERENCES(TEST REFORM:FTL-037,6338.8648.8849.8652&8717;EXOVA-10-002-792(A)&10-006-10231; Lnlracon -
CAMBRIDGE 535753-09; Ungraded CMU, Jamb 1. 1-1141 MAY BE USED FOR GROUTED
(ASTM C-90) P-hook 1. CMU APPLICATIONS.
7)THIS PRODUCT HAS 13EEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC' INCLUDING THE ungrouted CMu Jamb 1.3[4* 11414.
HIGH VELOCITY HURRICANE ZONE(HVHZ),THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 1/4'Elco 410 (ASW C-90) P4=k 1.314' 1.1141
EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, S.S.C1016FIOX concrete HDad/$UVJmnb 1.311e, I-X4*
(COMPONENT REQUIREMENTS). (min.3.36 ks)) P-book 1. 144" RATING
RATED GE&
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete adfSHVJamb i-112' `144* Sl SMALL
M
9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. _ (min.2.22 keQ P-book 1412' 1418' MISSILE IMPACT
RESTANCE
10)THE 5670 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. 114.El..I&a Ungratfied CMq- Jamb 7 1414' DESIGN PRESSURE RATING
Aps-6610; ASTMG90 P-hook r 1-1/4'
P.T. na FAAWSIII/Jamtr 11 INa* B 1.2&B1,B2
ANCHOR NOTES: _ F _ SEE TABLES
.book 1. _
F. 1_318.
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete lioad/Slif/jamb ifr i4v ON SHEETS 7&8
-
APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114'Elco _jmin.2.85kel) -p-h3ck 2-1/2' 1.3181
REQUIREMENTS. ultracon ummuted CMU, 'Imeh 2-1/2' 714141
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET, D ASTM 0.90) P-hook 2-1121 . 1-1/4'
3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL =01) HeadIS1111jamb, 2.112'$E014/4' PRODUCT RENEWED
IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE ifl"Eloo 410 as complying with the Florida
I-11Z'THICKOR P-hook 2.lf2- I-Wit. Building ode
GREATER.`IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE B.S.CteloFfox Unormled Chit], Jamb 2-lir 1-1/4' HOA-11 45-1210.01
MO., '.'H
STRUCTURE.SUCK DESIGN AND INSTAL-LATtONI IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF (All P-hook 2-112" Expiration Deis,0 411 4/2 021
RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. Bycj
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBG AND TO BE REVIEWED
BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES.....,,. l
.....I raami-Dtoo Product Control
EXAMPLE CONFIGS..........2
5)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.1/4"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............................0
SUBSTRATE IS WOOD,301E 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
INSTRUCTIONS: ASTM E1300.09 EXTRUSIONS.....................18
11)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANS11AFOA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES .,19 X11 41111,
SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,AOM-2010 SCREEN DETAILS.............20 LYNN 4,1 //,,
GLASS/REINFORCEMENT. AISI-5I00-07/S2-2010 ."',ze'o -,
2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PARTS LIST........................21 •
PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH ANDIOR
HEIGHT, VINYL SLIDING GLASS DOOR NOA(LM) 10/05115
3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A.THIS
SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE GENERAL NOTES A-[J ROSOWSKI :E-0'V
STA E
DISTANCE.
4�
4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGN CERT.OP AUTH.B20298
PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, 1070 TECHNOLOGY DRIVE
5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET.
0)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. N.VENICE,FL 34276
1(941)-480.160D I rJISGD-r)570111 NTS III I OF 21 MD-5570.0 A.LYNN MILLER,P.E.
P.E.0 68705
MAX.UNIT WIDTH MA .UNIT WIDTH MAX.UNIT WIDTH MAX,UNIT WIDTH
NOM.PANEL WIDTH NO .PANEL WIDTH OM,PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1 P R TABLES 1 I R TABLES 1&2 �j PER TABLES 1&2 i
MHEIGHTIT / ° MAX.UNIT .s ! ! I UNIT { MAX.HEIUNIT
t
! HEIGHT f f I H IGHT I PER {"
PER TABLES 1&2 PER TABLES 1&2 ! ! f / j {„ TABLES 1&2
I Ix, PER Ta, CES1&2 t t t t t t !
nocxer J L� rocxsr I {/ ! / Pocxsr{0 _ / ! ! / roup*
-114-7 J -,-i -' -,N..r-J J
1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
CONFIGURATIONS CONFIGURATIONS a
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH
NOM,PANEL WIDTH —N6M ANEL WIDTH PER TABLES 17 &2
PERTABLES 1&2• PER TABLES 1&2 f
I' I I & I MAX.UNIT t5
MAX,UNIT I ( MAX.UNIT / ( HEff
EI f 1
HEILsn�
PER TAB 1&2 /s / / {" HEIGHT {" TABLES 1&2 / / atm.
/ / rorasr j PER 1&2 IN b
CORNER,TYP.
5-PANEL CONFIGURATIONS 6-PANELCONFIGURATIONS oms cow RstsarrKRUDecomenswUa
PRODUCT RENEWED
MAX,UNIT WIDTHMAX.UNIT WIDTH as complying with the Florida
Building Code
NOM,PANEL WIDTH I NOM.PANEL WIDTH HOA-Ito. 15.1210.01
PER TABLES 1&2 PER TABLES 1&2
733 Expiration veto 04/14/2024
! 3 (q Miami- a Pro uc control
by
MAX.UNIT s / { MAX.UNIT s s s ' s s m
HEIGHT f { HEIGHT / {u
PER TABLES 1&2 / / / / / / % Ig PER TABLES i&2 ! ! ! / ! / / !
IN
7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES: "X"-OPERABLE
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °0"=NOPERABLEANEL
PANEL DLO WIDTH NOM.PANEL WIDTH-$-8118 titGyN&A�ZlFq
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION,-AN BE pXXXXp,pXXXX OR XXXXR.OXXX IN "IP=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/76"
POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1t2" t F t
190.00705
2)00'&136°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10/05!16
EXAMPLE CONFIGURATIONS J ROSOWSK) :v 2 r5 ib Gt1;
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND _., �1'•• STp r�v
REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. ® < a fi rtotitt3 f
4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. DETAIL LETTER CERT.OF AWK H2929 i ,^S
1070 TECHNOLOGY DRIVE 'iri{;111X its
6)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472,656 FTI L—SHEET NUMBER N.VENICE,FL 34275 &LYNNMILLER,RL
g
(941)-480.1600 SGD-5570 NTSIII 2 OF 21 MD-5570.0 P.EA58705
DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR
on I I ASTRAGAL I DETAIL Cil DETAIL Dl NOTE 4,SHEET 1;MIN.OF 3
L'I'llm"w"112.0.11y FACING W. INTERLOCK INTO ma j THREADS BEYOND THE
CONCRETE/CMU R METAL SUBSTRATE
ANCHOR REQUIREME FRAME WIDTH
19
REQUIRED IF DOOR
TYP.ANCHOR TYPE, HEIGHT IS OVER VER
21
EMBEDMENTAND04 MAX 20'0.r- 22 EDGE
EDGE DISTANCE PER DISTANCE
SUBSTRATE,SEE 7\lc',, 71 0
TABLE A.SHEET I& _lD 0, 60
NOTE 3,BELOW 4 � DAYLIGHT 28
• OPENING25—1
a WIDTH
EMBEDMENT -
t7
-lank'*
EDGE EDGE
60 02
DISTANCE RIO
in R c2no DISTANCE
u' I
94 25 27 N&EE NO 6
SEENOTEO, 20 T.S.Tr
IX OR 2X WOOD THISSHEJ SEE NOTE 6. W ilW'MAX.
BUCKSTRIP,SEE SEE NOTE°•stns THIS SHEET EMBEDMENT
ANCHOR NOTE 4,SHEET I ...T&L-—————-J_ #8 X 314"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE,
PLATE AT HORIZONTAL SECTION SHOW PER STILE,LOCATED AT CENTERLINE AND 6". EMBEDMENT_ AND
EVERY &112-FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER
ANCHOR
LOCATION SUBSTRATE,SEE
L [DETAIL D2 I DETAIL-B21 TABLE A,SHEET 1
—6
FD_ET-Al L_6_21 INTERLoexLLtE2MASONRY P:AERA AL NOTE 3,BELOW
, IN, ,
WING FNL
DETAIL A2
2X WOOD BUCKSTRIP OR INTO 2X WOOD 0 REQUIRED IF DOOR EMBEDMENT ———————--
FRAMING.SEE ANCHO 8 . .DAYLIGHT 21 HEIGHT IS OVER 9V 1.. '0,
NOTE 3,SHEET I OPENING INTERIOR PRODUCT RENEWED
WIDTH 22 a
EDGE l3s
I =14 ng wtus the Flodda
i DISTANCE NGA_No. Ode 15_1210.01
TYP.ANCHOR TYPE, SEE NOTE 0,THIS SHEET
28 R@&A t 1 —1 1 Fxpiration pato 04/1412024
EMBEDMENT AND 25 F
EDGE DISTANCE PER8 93 �23) TYP.ANCHORTYPE
, EMBEDMENT SUBSTRATE,SEE miamt-IDT Product control
TABLE A,SHEET 1& 34 q o a p EDGE DISTANCE
NOTE 3,BELOW PER SUBSTRATE,
EDGE SEE TABLE A,SHEET
I&NOTE 3,BELOW EXTER(on
DISTANCE
1/4"MAX.' PANEL WIDTH
CONCRETElCMU PER ASTRAGAL MAYBE
HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER
EMBEDMENT FIXED PANEL CLIP& INTERIOR OR 01% Itjj,"
NOTES ANCHORS,SEE EXTERIOR DIRECTION.
........... .
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(PEE NOTE 6,THIS SHEET DETAIL SHEET 19 �pv "p ,
ALL PARTS IDENTICAL. -Mac
2)REFER TO ANCHOR NOTES,SHEET 1.
FORALLLOCKSTILES,
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED VINYL SLIDING GLASS DOOR NOA(LM) 18110106115
ANCHOR QUANTITIES,SEE TABLES I&2. STILES AND
4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS�lm INSTALLATION,HORIZONTAL X-SECT.
J ROSOWSKI
FRAME ANCHOR LOCATIONS.
5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON 9) -PC OlRe-. 0-
6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL '
z�7 z0CERT.OFAUTH.429290 . ..........
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY
1070 TECHNOLOGY DRIVE
INTERLOCKS
THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34275 kINNNMIULER,P.15�
7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1600 11!22-6570 LINTS 3 OF 21 IfITME)-5570.0 P.E.#60705
DETAIL El T ANCHOR TYPE,EMBEDMENT
N MASONRY AN EDGE DISTANCE PER I DETAIL E21 DETAIL ES DADS APPROVED MULLION,FFIC
I UCKSTRIP SUB E,SEE TABLE A,SHEET INTO WOOD INTO MASONRY COMPLIANT ALUMINUMISTEEL
1&N TE 3,THIS SHEET 2X WOOD BUOKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY
bQNCRETEICMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL.
PZR,ANCHOR DISTANCE NOTE 3,SHEET I /-SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUI NT SEE SUBSTRATE PROPERTIES,
REQUI EDGE I&NOTE 3,THIS SHEET EDGE TABLE A,SHEET I
1• EMBED-
DISTANCE DISTANCEEDGE DISTANCE
4"
MENT
EMBEDMENT EMBEDMENT EMBEDMENT
114".MAX. a 114"MAX, 8
114"MAX. 1/4"MAX. 114'MAX.
8
8 fi -BUCKSTRIP,SEE ll D II
60 0
ANCHOR NOTE 3, TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND
83 T SHEET a EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE
33 TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET
NOTES
LOCKSTI
FORLES, i)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
ASTRAOALS, 2)REFER TO ANCHOR NOTES,SHEET 1.
FIXEDSTILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING,
AND #8 x 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16"
HORIZONTAL
ANCHOR RAILS SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT OLD HEIGHT=DOOR HEIGHT-11-1/16"
PLATE CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2'
EVERY ANCHOR
LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS.
DAYLIGHT 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.
PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
HEIGHT HEIGHT
OPENING FRAME NOTE SEE 0. -HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED
NOTE
SSHEETEXACT DIMENSIONS. i with tho Florida
VARIES WITH
REQUIRED Hoa-Ho. 95 4210.01
WEWOR POSITIVE Expirati..D.t.0411412021
a DESIGN .300
PRESSURE, 0y_..
a2 -MIUMIAD duct Control
6-2) SEE SHEETS .390
EXTERIOR el oft 7&S. .390 1
2 OR 2s 2.947
1/4*MAX. 33 11428HOWN 1193� 2.370 4.041
GROUT AS 42 943-45 193 2.887 3.464
ALSO APPLY .823
NEEDED,SEE 1.917
0
ANCHOR NOTE * -A- 1060 .060——1 .060-
6,SHEET 1 1/4"MAX. a 32 Q 2-112'-TOTAL .000
IL SILL HEIGHT @ SILL RISER SILL RISER BILL RISER SILL RISER
AITTOTAL (3-11Z1 TOTAL (44hWTOTAL -518"TOTAL
(4 .......
(2 ..........
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
EMBED-
Jj
. . EMBEDMENT DISTANCE
EDGE
MENT DI �A CE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15
EDGE TYP.ANCHORTYPE, TYP.ANCHORTYPE, INSTALLATION,VERTICALX-SECT. J ROSOWSKI
blu
D1 EMBEDMENTAND EMBEDMENT AND
STAN 2X WOOD BUCKSTRIP OR
EDGE DISTANCE FRAMING,SEE ANCHOR EDGEbiSTANCE
CONCRETEt PER SUBSTRATE,
NOTE 3.SHEET I PER SUBSTRATE, CERT.OF AUTH.#2=8
L]
PER ANCHO DETAIL E1 E TABLE A, SEE TABLE A, 1070 TECHNOLOGY DRIVE �j
RE UIREM T INTO MASONRY "ET 1&NOTE 3, DETAIL SHEET I&NOTE 3, N.VENICE,FL 34275 P.E.
IS SHEET INTOWOOU THIS SHEET (941)-460-1600 IIISGD-567011[NTS 111 4 OF 21 Jill MD.5570.0
71 L1 71
35 &OR 26 69
INTEMCR
MTERTOR
00 28 31 es mmlo.wo.c. INTERIORMAXWOM. —7—
36 EESHEKT19 INTERK0 DETAIL H2
Is to MAX3ESHC.5*04. EXTERM y Sp
'SEFTIB
d AO
3go*
3
INTER
'1-8MAX%V0.C.37 ❑L1J
EXTERIOR EXTERIOR
U nV 41
N., go,
-.@
DETAIL G1 DETAIL HI MAM800A at
138'
INSIDE CORNER � INSIDE CORNER 40
EXTERIOR INTERIOR 4
MAX 3.0. C. 19 08 G9 En OR
SEE SHEET to
PRODUCT RENEWED
0nil with the Florida
09.1111d"Topicy do
/D Empiratlan unto 04/1412021
INTERIOR
2
NOTES
1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
2)SEE SHEETS 14&IS FOR ANCHOR LOCATION&SPACING,FOR ANCHOR
@OR 20 QUANTITIES,SEE TABLES I&2.'
3)CORNER
35 DEPENDING ON ASTRAGAL GURATMAY BE EIONITHER TO THE INTERIOR OR EXTERIOR, \,fNN 14114
CONFI .
DETAIL G2 MAX28.6'O. ea
VINYL SLIDING GLASS DOOR NOA(LM) 10105/16
T36' MAX3.600z.to go ::.k t4o.0705
SEE SHEET 19 c'
CORNER ASTRAGAL ;.tj J ROSOWSKI
CERT.Or AM.029296
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 N LER.P.1i
(941)-480-1600 SGD-5570jjj NTS Ili 5 OF 21 MD-5570.0 83708
OPTIONAL NON- DETAIL 11 DETAIL 12
STRUCTURAL >' INTO MASONRY INTOMAsouaY
ANCHORS FOR =a CONCRETEICMU
EDGE INTERIOR POCKET { ' }y elOga xt n TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR
JAMB �• °t x3 x7 AND EDGE DISTANCE PER REQUIREMENT
R:...':
33
SEE Flo 1, SUBSTRATE,SEE TABLE A,
INTERIOR POCKETS MUST ti 30 ! FtODREt,u1TETnocicsATPoOxErs:
THIS SHEET SHEET , -;•;: .•'.•K•:;:•.
INCLUDE A NON-STRUCTURAL,
_ o FOR DOOR HEIGHTS 96"AND LESS:
FRAME JAMB TO REDUCE THE `' 10 DPT.
POSSIBILITY OF WATER ',��
INFILTRATION. 114"MAX. 21 ,� .•. ANCHOR 3, q
r:.
POCKET BY OTHERS,SEE r`' i :: 78 t7 OPT. EMBEDMENT
t7 OPT.
NOTE 6 BELOW. EXTERIOR S
:EMBED; •� tt
r ME T: _ °a ! EXTEa R o FOR DOOR HEIGHTS OVER 06"
a awa"t;�..; N ,:a..' •;, OPT. i14"MAX `� 21.0°
.� .: * ANCHOR t° °T
�} _ :.: -a, .:.. .. MAX.O.C.
SEE FIG 1 TYP.ANCHOR TYPE,EMBEDMENT �CONCRETEICMU 7H S SHEET 31 d 30 q
AND EDGE DISTANCE PER EDGE PER ANCHORR z7
SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT cr1
&NOTE 3,BELOW
INTERIOR POCKET EXTERIOR POCKET xx °,
zt
TYP.ANCHOR TYPE,EMBEDMENT
METAL TYP.,SEE ANCHOR NOTE + AND EDGE DISTANCE PER
4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1
BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BEL O
THE METAL SUBSTRATE EDGE FR WOOD S E ANCHOR
OR PRODUCT comp [n RENEYYED
FRAMING,SEE ANCHOR as comp [no with the Florida
EDGE DISTANCE � 9uRding Codo
NOTE 3,SHEET 1 NOA-No. 15-1210.01
DETAIL 13cma ,
DISTANCE OPT.ANCHOR OPT.ANCHOR Expiration Oato 04/1412021
INrOMETAL EMBEDMENT t3y
,7 OPT, oP7_ Mlamt-D Product antrot
EMBEDMENT T
114"MAX.T . DETAIL 14
—! r^J p lNTO WORD
MiERIOR MAX.
is SEE Ft41.
SEE FIG I, d THIS SHEET 3t d
7HISSHEETExrEarloa e2
22 �1 ze
zt
EXTERIOR POCKET EXTERIOR POCKET
NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 : Ido. 6705
1)DETAILS APPLY 70 2,3 AND 4 TRACK CONFIGURATIONS, P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI Tt i,1 1
2)REFER TO ANCHOR NOTES,SHEET 1. '. �
5
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. O„�y'. F�OR,Da.,,•G�`,.
4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. cENT.OF RUTH#x°xeo c� %,�tcSS•......
6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE a
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 A LYNN MILLER,PA-
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)•480-1600 SGD-5570 NTS 6 OF 21 11 MD-5570.0 P.E.M 66705
TABLE 1:
Design Pressure(DP)and Anchor Quantities Required,
(for aFippMve4,Q9nVpratIons on Sheet 2)
Use this table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Glees Types 1.3 or 5 aq PRESSURE.USING THE ANCHOR OUANTIES LISTED BELOW.SEE TABLE..,
SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
Astragal Reinforcement#29 88-15116"DLO Height 72-15116'DLO Hetght 64-15/16-DLO Height THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADD[-nONALLY,THE
Lookstile Reinforcement#25 or 426 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DID DUE TO THE SILL HEIGHT MUST ALSO BE
Sid Interlock Reinfaroement B27 A I B I 0_ D A B C D A B C D CONSIDERED,SEE TABLE 81,THIS SHEET.
Design Pressure +001-60 psi +q01-60psF +001-60 jest #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS
19418' HeadI3111 C3+1 C3+1 C3+1 C3+1 C3+1 Cati I C3+1 C3+11 C3+1 C3+1 I C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT
24" OLD
Width Jamb 5 6 1 6 6 6 6 MIDSPAN OF PANEL).
P-hook 7 7 1 7 7 7 a a a 8 TOTAL#OF ANCHORS THROUGH THE JAMB,
6
Design Pressure +601.60psf +601-60 psi +801-60 pat —----,THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
25:118- Headisill (33+1 C3+11 03+1 C3+1 03+1 C3+11 C34-1 C3+1 C3+1 03+1 C3+i C3+1 PERPENDICULAR TO THE GLASS.
30" OLD Jamb a 5 5 5 5 _5 5 6
Width —P-hook = 1 8 8 8
Design Pressure Q\ -160/-6fiVsk 60 Pet +601-60psf
Heacusill C3+ 7P�P�vlM+ C3+1 I C3+1 C3+1 03+1 03+1103+11 C3+1 I C3+1
-W DLO
Aldth 6 GA 5 1 4 5 1 6 6 5 5 1
E P-heck - -7 7v 7 1 1 7 1 1- 7 7 8 8 a
Design Pressure +6601 f +60/-Copsf +60l-00 psf
Jamb
5 5
Jamb
Design
Pressure
Heedi-Ill N
Jamb
F_h-h
Doefg,preesure
37-1 f8' HeadcUSIR C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 030 C3+1 03+1 03+1 03+1 C3+1
47 DLO TABLE 81:
Width Jamb 6 5 6 5 6 5 6 5 5 1 5 6 Witter-Litrifted FIG 1:
5 8
ea
P-hook 7 j 7 7 r 7 7 7 7 7 8 8 (+)Design pressure OH LENGTH —I
Design Pressure +601-60pst +601 +60/40pst
-60psf - . — Sill Nom.SRI—Max.(+)DP
43-VS" Headf8ig C3+2jC3 I C3+1 G3+1 C3+2 C3+1 C§+1jC3+jrd5+2 2L+1 I C3—+1 FC-3+1 Riser Height Allowed DOOR ASSEMBLIES
48" OLD Jamb 5 f; 5 8 5 6 1 5 1 6 6 g 5 INSTALLED WHERE THE
Width None 141116' See Note 2 PRODUCT RENEWED
P-hook 7 P7 7 7 7 7 7 1 7 1 6 OVERHANG(OH)LENGTH IS as comp ng with the Florida
42 2-112* +38.7 pelf EQUAL TO OR GREATER THAN MulldingIvIda
1
43 31121 +60.0 psf 0-1 THE OVERHANG HEIGHT IS NOA-No. 15-1210.01
USED IN EXAMPLE ON SHEET 9 4411W 400.0 psf EXEMPTED FROM WATER expiration Date 04M412021 r4-51 4-6/8' 1 +60.0 psf — INFILTRATION RESISTANCE. Dy
DLO WIDTH-NOM.PANEL WIDTH11-1116,-8-9116"
NIV
DLO HEIGHT= OR HEIGHT-
PANEL HEIGHT=DOOR HEIGHT-2-1112'
TABLE NOTES: Ic
5
LESSER VALUES OF EITHER TABLE 1 VINYL SLIDING GLASS DOOR NOA(LM} 10/05/15 lq..,-,870
1)IF WATER INFILTRATION RESISTANCE 18 REQUIRED.THE L
AND TABLE BI DETERMINES THE WATER LIMITED(+)DP, DP&ANCHOR QUANTITY TABLE iki J ROSOWSKI
5n )b
4
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL 1
RISER IS NOT REQUIRED.IF 80,+DPS Q
3)SEE SILL RISER TYPES ON SHEET 4,SHOWN IN TABLE I MAY BE USED. g = ,�5 • OR CERT.OF AUTH.020298 q wN
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 (941).480.1MLLER,PS-
P,1068705'(300 IIISGD-5570 TS�111OF211 MD-5570.0
TABLE 2:
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 2 or 4 60" 841 96" 106" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS,
Astragal Rehrtorcement 429 66-15118"DLO Height 72-15116•DLO Height 84.16118°DLO Height 96-ltiti&"DLO Helght 108.15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Locksti a Reinforcement on Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SiLL HEIGHT MUST ALSO BE
HD Interlock RefnforoemsntWlB A B C D A B G D A B 0 D A B C D A B C p CONSIDERED,SEE TABLE B2,THIS SHEET,
Design Pressure +f001-f00psi +1001-1oopsf +1001-toopsf +601-65pst +bol 65pst #OF ANCHORS THROUGH THE HEAD&SILL,I A FOR RE 3 ANCHORS
19118" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT
24" DLO HeadlSlll C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 MIDSPAN OF PANEL).
Width Jamb 5 6 5 6 5 6 5 6 6 6 6 6 6 6 8 6 a 8 8 e TOTAL#OF ANCHORS THROUGH THE.IAMB.
P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9. 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
Design Pressure 41001-loops/ +100/-Ioopsf +1001-loopsf +60/-85psf +60/-65psf PERPENDICULAR TO THE GLASS.
26 it8° Head7Sill C5+1 C3+1 C3+i C3+1 C5+1 C3+1 C3+i C3+1 C5+1 C3+1 CS+i C3+1 C3+1 C3+1 G3+1 0341 G5N q+1 C3+1 03+1
30" DLO Jamb 5 6 5 5 5 6 6 5 5 6 7 5 e e 6 8 8 e 6 6
Width
P-hook 7 7 7 7 7 7 7 7 B 8 8 6 9 9 9 9 10 10 10 10
DsslgnPressure +1001-100ps1 +100/-100psf +100/-toopst +60/-65psr +601-85psf FIG 1: `�•
3DLO HeadiSIII 05+1 C3+1 C6+1103+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 me
C3+1 C5+1 C3+1 C3+1 C3+1 OH LENGTH
38° DLO Jamb 5 6 8 5 5 6 6 6 5 5 7 5 a 6 6 8 6
Width
P-hood 7 7 7 7 7 7 7 7 8 8 8 8 10 10 10 10 DOORASSEMBLIES
Design Pressure +fool-l0opsf +100/-100psf +100/-foopsf +001-66psf +801-65psf INSTALLED WHERE THE
37-118" Head/Sill C5+2 C3+2 C5+2103+1 C6+2 05+2 05+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+1 03+1 C5+1 C3+1 CS+i C5+1 C5+1 C3+1 Gr OVERHANG(OH)LENGTH IS
a 421 DLO EQUAL TO OR GREATER THAN
Width Jamb 5 6 7 6 5 6 7 5 6 6 8 5 6 6 6 6 a e 7 0 p THE OVERHANG HEIGHT iS
P-hook 7 7 7 7 7 7 7 7 8 0 B 8 9 9 9 9 10 10 10 10
•� EXEMPTED FROM WATER
z
Design Pressure +1001400pst +1001-100psr +02/-92psf• +801-65psf +601-65psf INFILTRATION RESISTANCE.
4DLO Haadt3pl C5+2 C5+2 C5t2 G3+2 C5+2 C5+2 C542 C3+2 C5+2105+21 0512 C5+2=C3+11 C6+2 C5+1 C5+2�C,3+1,48• DLOJamb 6 6 7 6 5 6 8 56 6 9 6 6 e 8 Widal PRODUCT RENEWED
P-took 7 7 7 7 7 7 8 8 8 8 9 9 10 10 10 TABLE 82: as comply(ng with the Florida
DeslgnPressure +80/-80psf 4801 BOpsf +80!-BO ps! +00/65 ps! +54.1/-50.7psr, Water-Limited Buildings ode
qB-1/8" (+)Design Pressure NoA-No. 15.1210.01
Head/Bill C6+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2103+2 C5+2 C5+2 05+2 C3+2 05+2 C5+2 C5+2 C6+2 C5+2 CS+Z C5+2 C6+2
54" DLO eMplmttonvote 04114/2021
Width Jamb 6 5 8 6 5 6 7 5 6 6 8 6 a 6 6 a 0 8 8 6 Sill Nom.Sip Max.(+)DP
P-hock 7 7 7 7 7 7 7 7 8 6 6 8 0 9 9 9 10 10 10 10 Riser Height AHomd ur_c�
Design Pressure +601-60 pef +801.60 psf +60/-go psf +69.11-04 psf +49.61 53.7pst M44
E4411
See Note 2 Mlaml-Dn roauct Control,
f tl8" Head7SHi 05+3 C3+2 05+310 C5+3 C3+2 C5+3 C3+2 CS+3 C5+2 C5+3 C3+2 C5+2 06+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 +38.7 pat
00" DLO Jamb 6 6 6 5 5 6 7 6 6 6 a 5 6 6 8 e 0 6 a 6 +80,0 psf
W Idth
P.hook 7 7 7 7 7 7 7 7 6 8 8 8 9 9 9 9 10 10 10 i0+1-100.0 PSF FOR ANCHOR GROUPS B,C&D. +100.0 pat
DLO WIDTH=NOM.PANEL DLO HEIGHT DOOR HEIGHTD1H 88118" "\C",!LYNN
PANEL HEIGHT=DOOR HEIGHT-2-112" ti•' �r errs8 •.-q
TABLE NOTES: t•lo.58705 _
VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 = t
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2
AND TABLE 52 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE �m J ROSOWSKI s
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILLF�Q'214p
RISER 15 NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. '�fiS `......... $tip
3)SEE BILL RiSER TYPES ON SHEET 4. CERT.oFAUTtr.N292a6 rig `S/i)NA\.
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE i
6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 a�vr+N MutER,p.E
e)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING
(941)-480-1800 SGD-5570 Nis80F 21 Jill MD-5570.0 �i p,Ee69108
EXAMPLE:
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAOSPLIOE INTERIOR [_CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, OF)WERLOCK OF INTERLOCK ANCHOR INFORMATION,
LAMINATED,IG GLAZING,ANCHOR GROUP AIN WOOUSUBSTRATE� 0 INTERIOR POCKETS CENTERLINE CENTERLINE CENTERLINE'
PROJECT DESIGN PRESSURE REQUIRED:+AB.21-68.0 PSF MAX. OF PANEL 1 OFAANI VOFPANE1.3
POCKEYBY
OTHERS.SEE r I I
NOTE 0,
SHErTe
R
I 12-ANGHMGE, '---4 2r,3jr MAX.
ANCHORAGE.-J S '42-ANCHORAGE. MAX.
SHEET 12 , It, rp 'GVCLUSTEFLSHEET 12 EXTERIOR
SHEET 12 SHEET 12 ENDANCH
�"EPOCKET JAMB (MIN 1 At
OPT.ANCHOR EXTERIOR INSTALLATION ON HEAD ANCHORAGE DETAILS
NON-STRUCTURAL ANCHORS MAY SHEET PXXX(3-TRACK)
TO AID IN BE ADDED IN-FIELD AS NEEDED TO
ALIGNMENT ALIGN THE HEAD ORSILL IF A 10,
SPLICE OCCURS WITHIN A POCKET. INTERIOR r(CENTERRUNIF CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
S SPLICE "NTE LOOK OF INTERLOCK V_ANCHOR INFORMATION.
6. CENTERUNE CENTERLINE CENTERLINE
MAX, —OFPANELl OFPANEL2 �-OP PANEL 3
'NTE'
POCKET By
EXTERIOR INTERIOR OTHERS,SEE
NOTE 6, o o O O Of
SHEETS
ANCH26-31V MAX.i--W— 6.
'I'l
'+r C
ANCHORAGE— SHEET
/ *ME,—,/ ' '+r ANCHORAGE, MAX
SHEET11LUSTE cC*.—RJ SHEET11 EXTERIOR
12'MAX. 21.8' FRAME JAMB SHERT'I'l SHEET11 ENDANCHORAGE
MAX, Y
SEEPOICKETJAMB
RE 4 ON SILL ANCHORAGE DETAILS
Nk� D.C. INTERIOR POCKETS SHEETS PXXX(3 TRACK) PRODUCT RENEWED
1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES"I&2 as coa= with the Florida
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF
sanding 7
0 0
+48.21-68.6 AT A NOM.PANEL SIZE OF 49'X 84%FROM TABLE i,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NoA-Ne. 15-1210.01
DESIGN PRESSURE 13+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Pxpirallon Palo 04114/2021
PRESSURE REQUIREMENTS, TO BE 2631,D.C.OR LESS By
IIIIIII de adtletContral
FOR WOOD INSTALLATION USING ANY I H&I 1 C3*2 4
ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 1 5
I 1
I SHOWS ANCHOR REQUIREMENTS OR P-hook 7
2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: —CENTERLINEOPENDPANEL
61 MpLx HEAD(CLUSTER ANCHORS):SHEET 12 FORTHI CLUSTER ANCHORS AT
OPT.ANC41OR 'AX' T_HE_INTERLOCKJASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE
TO AID I� 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 ANCHORS);SHEET 11 FOR THE"C311 CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS LYNN 4"
ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. PERTHE FIGURE ABOVE:
SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE'42 ANCHORS AT THE
z
DETAILS DETAILS MIDSPAN OF EACH PANEL. ,:- .: No,58705
JAMB:5 ANCHORS.SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 11110105115
P-HOOK 7 ANCHORS,SHEET 13 FOR GE
FOR PRODUCT REFERENCES,ALSO SEE- NERAL
A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT, STRAIGHT DOOR EXAMPLE 1141 J ROSOW-SKI -;3
LOCATIONS OF CROSS-SECTION DRAWINGS. 0 sTAir. r
0
B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN
C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: CERT.OFAUTH,#I
D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE
E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275
F)SHEET 21 FOR A BILL OF MATERIALS, PI SHEET 6 (941)-480-1600 IISGD-5570111 NTS 111 9 OF 21 MD-6670.0A' p,E p68755
1-1116"NOM.
3110'IIS GLASS
7110`NOM. 711OV'NOM. — 090"PVB
3110°jHLS GLASS 3116-MOLASS-1 31101ANN GLASS NOTES:76 1)BACKBEDDING SURFACES SHALL NOT
.090r PVB —W 7119-AIRSPACE 77 7 BE PAINTED OR LAMINATED.
3M8'ANN GLASSjis---\\ 3116'TGLA5S
PAINTEDI 3116-HS OU PAINTED/ PAINTED/ 2)PRODUCT MAY BE EITHER INTERIOR OR
EXTERIOR GLAZED,PROVIDED THAT THE
—LAMINATED LAMINATED LAMINATE—
D
bo at j SURFACE 88—LAMINATED
I`h SURFACE SURFACE "HS"SURFACE OF A LAMINATED GLAZING
,�n EXTERIOR <3 EXTERIOR 0 UNIT IS ADHERED TO THE GLAZINGLEG.
PRODUCT IS'EXTERtOR- PRODUCT IS PRODUCTfs-EXTERIOR- I "ANN'=ANNEALED
GLAZED'IF#80-81 IS 718.mom. OLAZEWIF#80-81 IS 71V NOMI, GLAZED'IF#82-031S 1718"NOM.
TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS IHS"=HEAT STRENGTHENED
BITE I I BITE BITE "r=TEMPERED
INTERIOR I a INTERIOR rmERIO I "PVB"=.090"BUTACITE0 PVB INTERLAYER
f BY KURARAY AMERICA,INC.-
PRODUCT IS'INTERIOR- PRODUCTIS-INTERIOR- PRODUCT 19-)WER1011- I "SG'=.090'SENTRYGLAS@ INTERLAYER
GLA7ED`IF#80-8118 I ?a GLAZED'IF1180.81IS I 19 GLAZED'IF#82 83 15 79
RIOR, "NTERIOR. BY KURARAY AMERICA,INC.
TOWARDS THE INTE
88
TOWARDS INTERIOR. TOWARDS THE INTERIOR.
85
SEEmOTEz 85 SFENOTE2. SEENOTE2,
THISSHEET THISSHEET THISSHEET
GLASSTYPE 1 GLASS TYPE 2 GLASS TYPE 3
SILICONE HOT-MELTBUTYL 1-11101NOM.
STRUCTURAL 3110"HS GLASS— 3ffir ANN GLASS
STRUCTURAL SILICONE 0132"AIR SPACE
POLYISOBUTYLEN 114'NOM. FOAM 3118°NOM. .090"SG— 76 78 HEAT-MIRROR FILM ago-PV8
URAL
"ONE
FOAM
WITH 311V HS GLASS
WITH DESICCANT DESICC#ANT . WiTAIRSPACE 77 70 913T AIR SPACE
311VTGLASS 3116-HS GLASS
EXT.GLAS EXT.GLASS 3116"T GLASS PRODUCT RENEWED
PAINTED/ PAINTED/ as compiging with the Florida
S82 LAMINATED 84 LAMINATED Building ode
ORS3 SURFACE SURFACE NOA-No. 15-1210.01
<0 oft L �pPRODUCT
<n 11 ExplratlonDato04 412021
INT.GLASS INT.GLAS$ PRODUCT "EXTERIOR- lie.NOM. 2,�
I PROD=IF*ja"EXTERIOR-
a GLAZED" Is 716"Nom, By
I u Miami- roduct Contra[
Tb
KODISPACE -SUPER TOWARDS THE EXTERIOR.I GLASS TOWARDS THE EXTERIOR. GLASS
78 I SITEBITE
4SG TPS SPACERWNXTw INT IDR 1 � .
PRODUCT IS'INTERIOR. I PRODUCT IS INTGRIOR-
ALUMINUM GLAZED'IF N82-831S I I 79 GLAZED'IF#8418 79
REINFORCEMENT POL'yISO- DESICCANT FILL AREA TOWARDS THE INTERIOR. TOWARDS THE INTERIOR.
BUTYLENE 5116"NOM. SEE NOTE 2, 88 SEEHOTE2, 77
88
SEAL SILICONE SEAL THIS SHEET THISSHEET
BUTYL
DESICCANT ROLL-FORMED gl LY
FOAM STAINLESS STEEL--\ GLASS TYPE 4 GLASS 5 .0 10 4,4
EXT,GLASS
REINFORCEMENT
6116'NOM
*A
NT
A" SI EXT.GLASS r-10.58705
VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105115
T
INT.GLASS GLAZING DETAILS J ROSOWSKI
T
INT.GLASS STT Te r
a
1
DURAS .........
EALO no XL EDGE' CERT.OF AUTH.029290
SPACER SPACER 1070 TECHNOLOGY DRIVE
N.VENICE.FL 34275 A.LYNN MILLER.M
(941)-480-1000 SGD.6510111_NTS [IT10OF21 fl1l MD-5570.0 PIEASML-�,
SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT:
ASTRAOALOR ASTRAGAL OR PANEL PANEL_
INTERLOCK-- INTERLOCK— PANEL' CENTERLINE CENTERLINE
CENTERLINE 4P CENTERLINE f,� 4.. CENTERLINE .y_ �,.. 4' 4"
L I 99i
EXTERIOR E)(TERIDR EXTERIOR EXTERIOR EXTERIOR
�+ 2-TRACK CLUSTER'C3` 2-TRACKCLUSTER'C8 I' 2TRACKIWERMEDIATE 2-TRACKINTERMEDIATE 2.711ACK)NTERMEDIATE
ANCHORLOCATIONS ANCHOR LOCATIONS •+1'ANCHOR LOCATION 42'ANCHOR LOCATIONS •+3`ANCHORLOCATIONS
ASTRA49ALOR ASTRAOALOR PANEL_
INTERLOCK--+ INTERLOCK—•- PANEL PANEL— CENTERLINE 4"
CENTERLINE '�" CENTERLINE 4" CENTERLINE- CENTERLWE 4"
0
A.
0 0 °
EEnRIOR —tet 3.22" EXTERIOR 322" EXTERIOR EXTJE�RIOR 3.22" EXTjERIRIOR —►f 322"
3TRACKCLUSTER'C3• 3 3•TRAGK CLUSTER'C5' IJ 3-TRACK INTERMEDIATE \/ 3-7RACK INTERMEDIATE \/ 3-TRACK INTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS •+t`ANCHOR LOCATION
'+2•ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS
ASTRAOAL OR ASTRAOALOR PANEL PANEL PANEL
INTE1itOGK !N[ERLOCK CENTERLINE' CENTERUNE� CENTERLINE—�
CENTERLINE 4" CENTERt1NE 4" 4"
o o a
0
EXTERIOR 3.22" EXTERIOR 3.22° EXTERIOR EXTERIOR EXT�EnRyIOR 322"
d TRACKCLUSTER A•TRAC(CLUSTER VIRACKINTERMEOIATE `� 4-TRACKIMERMEDIATE `� 4-TRACK INTERMEDIATE
'03*ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS "W ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3•ANCHORtOCATtONS
NOTES-
FICURESPERTmRTOTHEFOLLOwwcSlu 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTES: INTERMEDIATE ANCHOR LOCATION$:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK TO-TRACKW2.375"
DISTANCE IS 2.375"
2)TRACK-TO-TRACK
FOR ALL SILLS:
DISTANCE IS 2.376" 2.375"
FOR ALL SILLS:
PRODUCT RENEWED TTtt n l n rryt
HaadtSOi +'{ as complying with the FloridaBuilding
`��� •1 LYNN ���i
Jamb 5 NOA-No,_ e 15.1210.01 \t���flC`......
FrouaesPEmawronmFouowwosaL P4=k 7 K
CLUSTERANCHORLOWHORS: Expiration Date 04/1412021
VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.50705
Igtnmi- ado Product Control t- v
ANCHOR LOCATIONS A ji? J ROSOWSKI
CERT.OFAU1H.tE29290 +1/1's10'la1.
HJad� C5 1070 TECHNOLOGY DRIVE �� r'tiIIIIITI
Phook N.VENICE,FL 34276 A.LYNNMILLER.P.0
(LJ41)400-1500 SOD-5570 NTS 1 11 OF.. MD-5570.D P.E.aaaToS
HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT:
ASTRAGAL OR ASTRAGAL OR PANEL_
INTERLOCK 4!' INTERLOCK"7 4- PANEL CENTERLINE 4 CENTERLINE PANEL
CENTERLINECENTERLINE CENTERLINE
L
7'
t - 7za
EXTERIOR 3,22" EXTERIOR 3.22' EXCEROR E)(TERI)R 1 3,227 EXTERIOR 3.22+'
2-TRACKCLUMR*Cr ID 2-TRACK CLUSTER' VIRACK INTERMEDIATE V 2-TRACKINTERMEDIATE 2-7RACKINTERMEMTE
ANCHOR LOCATIONS ANCHOR LOCATIONS '-VANWOR LOCATION '421 ANCHOR LOCATIONS 43'ANCHOR LOCATIONS
ASTWALOR ASTRAGALOR
INTERLOCK PANEL
INTERLOG PANEL PANEL
CENTER 1 CENTERLINE CENTERLINE CENTERLINE r-4*76' CENTERLINE LINE 4�' CENT CEM 4�
EXTERIOR EXTERIOR gmEstok I engRioR ExTERKNI-
XTRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE
.3-TRACKCLUSIER*Cr 3-TRACKCLUSTER*CV lul
•ANCHORLOCAMNS ANCHOR LOCATIONS *+VANCHOR LOCATION V *+2*ANCHORLOCATIONS '+3ANCHOR LOCATIONS
ASTRAGALOR ASTRAGAL OR
INTERLOCK INTERLOCK— PANEL PANEL PANEL
CENTERLINE CENTERLINE 4" CENTERLINE�] CENTERLINE-7 CENTERLINE
4"
F`71 AL I I 1 7
E)ffE;ZIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR
4-TRACK 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATIE'O'
4-TRACK CLUSTER
CLUSTER v7'ANCHOR LOCATION ANCHOR LOCATIONS lul ANCHOR LOCATIONS
•C3 ANCHOR LOCATIONS •C6 ANCHOR LOCATIONS NOTES:
FIGURES PERTAINTO THE FOLLOWNG HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTES: - INTERMEDIATE ANCHOR LOCATIONS:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK
DISTANCE IS 2.376" t2.37&
2)TRACK-TO-TRACKFOR ALL HEADS:
DISTANCE IS 2.37V' W2.376
FOR ALL HEADS: PRODUCT RENEWED
as camp 9 with the FI-Ida ......
FteJSSdmt3b
q:K E6q
Building do
FXWRESPEHIAINTOTHE FOLLOYVINOW"
NOA-No. 15-121 .0
CLUSTER ANCHOR LOCATIONS,. P-hook 7 ---
I ExplraUon Dato04M4/2021 z No.50705
VINYL SLIDING GLASS DOOR NOA(LM) JAI 10106116 13Y
MIDrD ro I- Product Control
& J ROS
� j
ANCHOR LOCATIONS B OWSKI 0 �SIINJIFI
Ha su C3 CCRT.OFAUTH. 9296
1070 TECHNOLOGY DRIVE
I P-hook 1 7 1 N.VENICE,FL 34275
(941)-480.1600 1 SGD-557011A.LYNNI1 NTS Ili 12 OF 21 MD-5570.0 Jill P.E.06MILLER.P.E.
8705
P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PEWAINTOW FOLLOMIS ANCHOR LOCATIONS:
2.375' 416" 7.125"
MAX. T
21.6 21.8" 21.6lamb 5
" HeacUSiii +i
MAX. MAX. MAX. EXTERIOR
O.C. O.C. ER O.C.
OPT.ANCHOR
TO AID IN
\
ALIGNMENT
NOTES:
MAX. MAYL MAX. 4)STANDARD ANCHOR LOCATIONS SHOWN.
FOR 3 AND 4-TRACK JAMBS.ANCHORS MAY
2-TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME BE LOCATED IN ADJACENT TRACKS
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
PEREND@I-X.600 PER END@1-X.60W PER END @ i-X.500-
SIL
PER R
WEEP E
E
NO
P N
0
jjCH.ES
X 6(jo.
SILL
SILL
ILL
EXTERIOR
EXTERIOR
(3)TRACK WEEP HOLES
6"MAX. EVERY 24-@ 1.12&'X.100", (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES
TO Al (1)WEEP NOTCH EVERY EVERY 24"@ EVERY 2,V @ 1.125-X.19T;—1
:)PT.ANCHOR
DIN 24!F @ i.376'X.500-3 (i)WEEP NOTCH EVERY (i)WEEP NOTCH EVERY
ALIGNMENT 24-@ 1.375-X'.60W 24-@ 1.375-X.500'
NOTES:
1)SEE TABLES 1&2FOREXACTQUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED
0 %.Ypllv
Florida
OF ANCHORS REQUIRED IN THE P-HOOK, as complyin
I:with the
Building Go 0
FIGURESPERTAINTDIIIE"XLCWMPOCKETJAMS NOA-No. 15-1210.01
IP4100K)ANCHORLOCATMS: Expiration Date 04M4/2021
1,1o.56705
VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/051151 By
ffliemt-vacl%�frofluct control -0
ANCHOR LOCATIONS C 11,tj J ROSOWSKI
N '-.a*9TA1-10 1
HLaq19111 C341
CERT.OFAUTH.029908
MIT
6 1 1070 TECHNOLOGY DRIVE
I P-hook_ 1 (7) 1 N.VENICE,FL 34275 LER.
1(941)-480-1000 IIISGD-5570111 NTS 111 13 OF 21 119AAYNN MIL
1 MD-5570.0 Jill P.0.0 68705 RE.
tt
FIOURES PERTAIN TOTHC
HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 90-CORNERAILL
ANCHOFILOCAUM.'
go
4" 4' 4' v
4- 4' 4- 4"
y
IOW III
3 =b
P1
2-TRACK OV COMER P.-TRACK SW CORNER EXTER IOR -hW% 7 I I
"C4'ANCHOR LOCATIONS 'CS*A NON 0 R��1�1 CATI I INS 2-TRACK90*CORNER EXTERIOR 2-TRACKSO'CORNER EXTERIOR
(USE WHERE-C3' T
IS SPECIFIED) (USE SPECIFIED) 'C4*ANCHORLOGATIONS 1C9•ANCHOR LOCATIONS FI
(USE WHERE-0-IS SPECIFIED) (}USE WHERE'OVIS SPECIFIED) '\7
o
PRODUCT RENEWED
4" In with tho Florida
4-
L NOA-No. 15-1210.01
4 BY
MIMMV;99M Product Control
-9 &pfrauon Date 04/14/2021
------------m�
4- 4" 4"
EXTERIOR -&3.22- EXTERIOR &322 y
3-TRACKOWCORKER3-TRACKWCORNER 3-TRACKSVCORNER EXTERIOR 3-TRACK 00'CORNER EXTERIOR
'C4*ANCHORLOCATIONS lu "'ANCHOR LOCATIONS V 'C4'ANCHORLOCAMONS 'MANCHOR LOCATIONS
(USE WHERE-C3m 13 SPECIFIED) (USE WHERE'CY IS SPECIFIED) (USE WHERE-CY IS SPECIFIED) (USE WHERE-CV IS SPECIFIED)
Fri"
Y
4"
`1L 1fjf
4- NO.56705
4"- 4"— lb
Z
8r::TATE Of* :z
0
�4
4-TRACK 00'CORNER 1 322- 3.2- &AMAL
EXTERIOR rMCK90-COME; EXTERIOR EXTERIOR I EXTERIOR IN'\
GANCHOR LOCATIONS 4-TRAOKSB*CORNER < 4-TPACK 00'CORNER"C4'ANCHOR LOCATIONS —111v— C4"ANCHOR LOCATIONS 41� LOGATfONS
TIED) (USE WHERE'03-19 SPECIFIED) P.F955705
(USE WHERE-G3-IS SPECIFIED) (USE WHERETSIS SPEC (USE WHERE-CS'13 SPECIFIED) A.LYNN MILLER,P.E.
NOTES:
FtSWIIES PERTAIN TO THE POILOWNE;!"OMR i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
HEADARCHORLOCATIONSVINYL SLIDING GLASS DOOR NOA(LM) 10106/15
go* 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.Jamb ANCHOR LOCATIONS D jitj J ROSOWSKI
6 3)TRACK-TO-TRAGKCERT.OF ALITH.020290
DISTANCE IS 2.376' 2.375' 12.13,76' 1070 TECHNOLOGY DRIVE
FORALL HEADS AND SILLS: N.VENICE,FL 34275
(941)-480.1600 IIISGD-5570 N�14 OF 21 Jill MD-5570.0 It 91
FURES PERTAIN TO THE
HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 135*CORNER CLUSTER ANCHORS LAYOUT: FOLLIGOVANO 138'CORNER SILL.
ANDHORLOGAIMM-
36
-A A
4" 4" 4" 4"
4"
LRIOR EXTERIOR Jamb 1 6
e P-h00% 1 7
3.22" EXTERIOR EXTERI
—7;— 4" 0 440
2-TRACK 13V CORNER 2-TRACK 13WV CORNER 2-TRACKiWOORNER 10, 2-WCK 13V CORNER
04"ANCHOR LOCATIONS lU CWANCROR LOCATIONS 'C4'ANCHOR LOCATIONS TWANCHORLOCAMONS -
(USE WHERE TZISSPECIFIED) 65WHEIRETVISISPECIREO) (USE WHIERETFIS SPECIFIED) (USE WHERE-W is SPECIFIED)
X
4�
XI
4- 4" 4"
PRODUCT RENEWED
4" as complying with the Florida
guilding Code
Not-No. 15-1210.01
4" Expiration ot.0411412021
EnERIOR
EXTERIOR EXTER 0EXTERIOR Ey
JI 03.22" 312" Miami�v Product Contra
3-TRACK 13V CORNER 3-TRACK 135'CORNER 3-TRACKISS*CORNFR 3-TRACK'135'CORNER
-C4'ANCHOR LOCATIONS 'WANCHOR LOCATIONS 'CAANCHORLOCATIONS 'C6ANCHORLOOATIONS
(USEWHERE'CrIS SPECIFIED) (USE WHERIETVISSPECIFIED) (USE WHERE-0-18SPECIFIEU) (USE WHERE-W IS SPECIFIED)
4- 4" 4- 4-
Aj LYNN 4
&4" 4"
4" No.68705
4'
EXTERIOR
EXTERIOR EX1*EFU0R FXTERIOR
9PI S STA-E OF
1 3.22' !{'}0'•,•
4-TRACK 13T CORNER 4-TRACK 135*CORNER • 0 R I
4.TRACKI35`CORNrR 4-TRACK 13W CORNER
,USE
,CqANCHORI-OCATIONS "CV ANCHOR LOCATIONS '04'ANCHOR LO DNS 'CV ANCHOR LOCATIONS o;70NAL
CATI 1",
EWHERE-CTISSPECIRED) WSE WHERE-Ore 13 SPECIFIED) (USE WHERF'C3'IS SPECIFIED) (USE WHERE"WtSSPECIFIED) 1111101%
A.LYNN MILLER,P.E.
NOTES: P4058705
ROURESPERTAINTO THXFOUONNGUWCOF"R 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
HEAD ANCHOR LOCATIOft VINYL SLIDING GLASS DOOR NOA(LM) 1010511r)
35 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS i�j J ROSOWSKI
Jamb 1 5 3)TRACK-TO-TRACK
I P-ROOR I_ 7 1 DISTANCE IS 2.376!' 2.375" 01237CFRT,OF RUTH.4292005- —
FOR ALL HEADS AND SILLS, 1070 TECHNOLOGY DRIVE
N.VENICE.FL 34276
(941)-480.i6008GD-5670NTS JA1,15OF21 MD-5570.0
11111
HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAINWWR"LOOLLoOAND
sURES NTOTHLOCATIONS:
LOCATLIICE 8PUCF__
ON 4" SPLIC 4 LOCATION SPLICE
LOCATION 1 -4„ LOCATION ..4"
EXTERIOR 9F3.22- EXTERIOR 3,22" EXTERIOR EXTERIOR HaSdISi{! q A
' 2-TRACKSPIICE 2TRACKSPLICE AN 14ORACK LOCATIONS ,1-I, 2.7RACKLOCATISPLICE Jamb 5
'C4'ANCHOR LOCATIONS' 'C6'ANCHOR LOCATIONS 'CWHEREORECIFI v LOCATIONS SPECIFIED) P-17oak 7
(USE WHERE T-3-IS SPECIFIED) ¢USE WHERE'CW IS SPECIFIED) (USE WHERE-C7 IS SPECIFIED) (USE WHERE-C&IS SPECIFIED)
t SPLICE SPLICE
SPLICE � SPLICE
LOCATION 4.75" LOCATION 7*3.22-
LOCATION— b" LOCATK)N 4"
PRODUCT RENEWED
EXTERIOR 4' EXTERIOR -EXTERIOR 3.22° EXTERIOR 4" B complying with the Florida
as co a8 Coda
3 TRACK SPLICE 3 TRACK SPLICE NOA-No. 15.1210.01
3-TRACKSPLiCE S-TRACKSPLICE 'C4'ANCHORLOCATIONS 'Co"ANCHOR LO CATIONS
ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3`IS SPECIFIED) (USE WHERE`CS'ISSPECIFtED) Expiration Date 0411412021
(USE WHERE'C3'IS SPECIFIED) (USE WHERE-05'IS SPECIFIED)
gY_
Miami- de duct Conkroi
SPLICE 4.•75" SPLICE SPLICE SPLICE
LOCATION LOCATION 4" LOCATION LOCATION 4„
0 0 0 0
0
0 0
E%TER{OR EXTERIOR EXTERIOR 3.22" EXTERIOR � •(LYNN lAl.
4" 3.22" —•- 3.22" tip. �O�a•........41, ''..
nnn j'�_ 4•TRACKSPLICE i+y dSRACK5PLtCE
V 4•TRACKSPLICE V 4TRACKSPLICE V 'C4'ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS \ !,
'C4'ANCHOR LOCATIONS 'C6`ANCHOR LOCATIONS (USE WHERE-OT IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) No.56705 •'r
(USE WHERE-C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED)
M� i�1�.--.�1
"T F •�1
NOTES: %f(C`57• `[orilo!*.. Vii•*:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. iS�ONALi 100%
FISURESPERTAINTOTREFOLLOM%SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.P.E.
HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.EJI68705
3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10105115
DISTANCE IS 2.375" 2.375" W2.376"
FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F 4 J ROSOWSKI
CERT.OFAUTH.0292AR
HeadlSlll C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED n n
Jamb !7::1
BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDIOTION. 1070 TECHNOLOGY DRIVE
Amb 7 N.VENICE,FL 34275
(041)4801800 D-557DJ11 NTS I 16 OF 21 1111 MD"5570.0 41
PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES
PANEL --....- -
OUT$IDESD• INSIDEW OUTSIDE135° INStDE135 ( DOUBLE ASTWtflAL
TYPES SINGLE SINGLE FIXED LCKSTILE •ASTRAGAL ASTRAGAL ASTRAGAL A37RAGAL ASTRAGAL ASTRAGAL L/ INtERLOCK vw �
INTERLOCK INTEIN STILE WIIANDUE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER
INTRtOROR OUT !N
EXTERIORGLAZED DOUBLE
M LOCKSTILE NTERLOCK
INTENRLLOCK F F PP K L L TC TA TV TW J LOCKSTILE CC ASTRAGAL
OUT IooxooO mXAV SINGLEpP---�
SINGLE B u P A C C SC SA
SV
(�W SIDSININT Rl CK Ei`,^•^•^^•"� INTERLOCK
OLE
INTERLOCK /7 {,� �,/ f'� �/ 4J�/[(
w IN ovq ImxwJ
FIXEDRR R S S FC FD FV FW A INTERRL CK CD•� � LGGKSME
My"
LU LOCKS
W/IMN LLEDLE D M J I u ASTRAGAL , c� LCKSTILE
—: Wt HANti,/
F I more" 0axn+1
ASTRAGAL LR DS INTERL CK INTERLOCKBOX OUi
moxav0 poxwn
LLI ASTRAGAL
BOXIN j V (j A/ T I ,
—�
xOWN MORI?
:-I ovt¢o•
z RASTGAL
ECEIVER CT cs CF
a`r. Rr IN. AT AS DF
RECEIVER
OUT,135•GAL RPRODUyCTREhE Florida
RECEIVER VT �/V�5 VF BuBtling Coda
IN.135° 1/I/T Y V S WF NIDA-No. 15-1210.01
KEENER Y^ 14/x021
Expiration Data
I.
N11amh Productt Control
LEFT RIGHT
PANEL —� PANEL
STILE I STILE
PANEL TYPE"F"SHOWN.
11111111,,1
PANEL NOTES:
1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE.
2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.•>U7BS `
NOT AVAILABLE. - y,,
PANEL TYPES 101 J ROSOWSKI =-U: ;q
3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 6(". I S ` r TU-
G :()�'. SIA E U' :-
4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT. AUTH.429296 F ''�LORIUP,:0`.�
m w SS,'•.....
TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE "�,10NA1
N.VENICE,FL 34275 SGD•5570 NTS 21 MD-5570.0 A.ALV3MILLER,P.E.
(041}460-1600 17 OF P.EA59705
-6.876 10.035 --.640 126 r'".660 291 061 J62
'u"
.100
600
tom
.301
.100 1.812 1 .062 930 p 1.9k28
JH If FR ME SCREW INTERLOCK CAP, 6,178
2 TRACK HEAD/JAMB 4 TRACK BILL COVER(PVC) ANCHOR PLATE TRACK INSERT EXTENDED POCKET -1
231 OSO 2.060 100
1.00D .262 .052 1.6113
8 250 8.250 1,436 .080
vn-- 949
1007 - - L .060
1.813 082
R' OB1
I @ P-HOOK
.100 BOTTOM RAIL @FRAMESILL @�SILLTRACK @ P-HOOK ADAPTOR
COVER
@ 3 TRACK HEAD/JAMB @3 TRACK SILL SUPPORT ADD-ON -.229 .094 '125
10,625 .64 640 .201 1000 .081 2.975 2141-11
!" ",1 .075
k w- 0 1.406 III
2.607--4
i0o
1--'062 -.062 E6
DEC) @ REINFORCEMENT
lul t F -
lul Li lj-m 1 8`1 T
REINFORCEMENT WEINFORCEMENT
@EXTEN (@)KEEPER @ FIXED PANEL CLIP PLATE
KEEPER BARCOVER BAR
4 TRACK HEAD/JAMB 2 TRACK SILL
- 1.625 1.695 1.595 r--
1,570 A83 09 -2,696 �080 2173� 099
-.1264.635 4. 79
2.833 $68 12,0261 f.312 221 - a INTERIOR JAMB COVER
300 @
.070 07 .100
2. 2.768 0
2 7140 PRODUCT RENEWED
.110 .182 .12D -182 2.201 Id 1
.120 .10D as Conift no wIth the Florida
BOTTOM INTERLOOKA00 @ASTRAGAL @EXTENDED POCKET @=4TERLOOK PANEL STILE,TOP gul Na
Coda TOP,BOTTOM TOP. @ INTERLOCK.300 ER 33 NDA
_N.. 15-1210.01
AND STILE AND STILE REINFORCEMENT, @ REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER 32 ASTRAGAL (@ANDBOTTOMRAIL
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Explratlon onto 04114/2021
REINFORCEMENT f-3.326- BY -1)
3.452 f--3.345 NOTES: m ml Product Contra[
2,511
g2Z F
F-1
L 1.875'
1,41Z 1)SEE SHEET 4 FOR
.125 3.7' SILL RISERS.
1.61
2175 .046 1.600
3.209 1472 .060 3,713 3.247 .090 3.345 2)SEE SHEET 20
.070 .065- FOR SCREEN PARTS.
.300 1.170
@13p*CORNER @i36'
CORNER AP135'CORNER 38 135• @00*CORNER 90*CORNER @ 90°CORNER 3)ALL DIMENSIONS
40
ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES.
EXTERIOR INTERIOR EXTERIOR INTERIOR Lymv'i
--j.912 M2-4 .210 .262 A73
VINYL SLIDING GLASS DOOR NOA(LM) 10105115 zz No.58705
.065
1.261 .062 1.28111.261 1,281T1.26i
A EXTRUSIONS J ROSOWSKI -u
@ 7116" @ 71`16" @i-1110A @1�1/10- 1.31161,
"'
SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD CERT,OF AUTH.629206 "S. 1.....
ic
1070 TECHNOLOGY DRIVE ; 0N Al
N.VENICE,FL 34275 A.LYN9 MILLER,P.E.
(941).480-1800 SGD-557pLILN -1 MD-5570.0
118OF2p.E,B 46705
2)INSTALL CLI. JAMB TO HEAD
INSTALL 113 HEADER BLOCK TO HEAD
CLIP INTO INTO FRAME ATTACHMENT
)ANC PANEL%�' JAMB& INSTALL ONE BLOCK AT HEADER ASSEMBLY
TYPE BE STILE SUBSTRATE,SEE EACH INTERLOCK. De BLOCK
HE
IN INSTALLATION, TABLE AT ASTRAGAL,INSTALL BL
TABLE&SHEET I 41�
III&, ONE BLOCKTHAT,—Q(3)#10 X 1; go(3)#8 X
1.6"SMS SPANS BOTH PANELS. V,SMS
Qb o 0. � I
FIXED)PANEL CLIP\
FIXES INSTALL ONE CLIP AT THE X 2-114"SMS
(2)114"
PAN EL MIDSPAN OF EACH FIXED
CLIP PANETO-FRAME JAMB LOCATION
#8xl"
SMS(!97 (4)#10
21 BAR COVER X2'
22 REINF.BAR
I-8X
1W8MSKEEPS RS- .f
JAMB TO KEEPER TO JAMB
SILL ASSEMBLY ATTACHMENT
LOCKING JAMB
PRODUCT RENEWED
as compiCny with tits,Florida
REINFORCEMENT PLATE Ilding a a
.0101A-No. 15-1210.01
ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER 19
34-1/2"MAX O.C. Oxxx N FXpIr2tIvn Date 04/14/2021
-j 13y�.
Miami-Da!"duct control
)#lox
2"SMS
INTERLOCK INTERIOR
CLIP COVER
INTERLOCK NOTES EXTERIOR
24 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING.
BOTTOM RAIL 94#lox 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.
SUPPORT
it 2-112"SMS CONTINUOUS ANCHOR PLATE,ITEM ft,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
(2)#I0X1"SWs 4,1 VINYL SLIDING GLASS DOOR NOA(LMI) 11110105/15
THROUGH SUPPORT,e� 'A'
INTO PANEL ACCESSORIES INSTALLATION 11.tj J ROSOWSKI t ty-
#10 x
INTERLOCK SILL RETAINER 1-112,SMS A EMBLY 0 mi • S7 T F to Z
ALL PANEL CORNERS
E CERT.OF AUTH.#29290 .........
CLIP ATTACHMENT
WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE ',,�/C*Al
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS I'll 1 1101,
N.VENICE,FL 34276 X LYN. mps.
1(941)-480-1600 jjSGD-5670jjj NTS TI[19OF21 1011 MD-5570.0 Jill RE#58705
TABLE C: TABLE D:BOX SCREEN _
# Part# Description P Materia( # Putt# Description Material # Part# I Description Material
1 19001 2•Track HeadrJamb Wald PVC 42 19086 SSA Riser-(21121) 6083-76 Alum. 100 12266 Box Screen Top Ralf 876 Al
2 19002 2-hack Sill Wgld PVC 43 19022A Sill Riser.(3.12") 6083-Te Alum 101 12257 Box Screen Bottom Rall BOBS TS AI
3 19026 3-Track HeadlJamb Rigld PVC 44 19023A Sill Riser-(4.11'16") 6083-16 Alum. 102 12258 Box Screen Side tall 688376 Al
4 10028 3Tlrock SIA Rigid PVC 45 19024A 3111 Riser-4-618" 8003-T8 Alum 103 84428 Box Screen Intedxk 6083 TO AI
6 19027 4-Track Head/Jamb Rigid PVC 60 7leWSW 187'x,320"Flnseal(Stile) 104 17341A Box Screen Snap4rl Bug Flap 6(183 T8 Al
8 19028 4-Truck SiA Rigid PVC 61 71896K 14112°x 1"x 314"Fin Seat Desi Plug 105 64345 Box Screen OXO Astragal Adapter 8003 TS AI
7 19009 Frame Screw Cover Rigid PVC 62 71698 Dust Plug 108 17349 Box Screen Aoltagal Adapter 6M75Al
a 19031 Anchor Plato 6063.78 Alum. 60 419041 interlock Gip Cover PVC 107 19039 Box Screen Frame SIA Add•an 6083 T8 Ai
9 10007 Track insert 106378 Alum. 81 78163X Tandem Roller Assembly S9 105 19038 Box Screen Heed amb Add-on 8083 TB Al
10 19084 I Interlock Cap-Extended Pocket Rigid PVC 62 78163N Tandem Roller Assembly NF10n 109 720X1X #14.20 x 1"MS @ Top Reil SS
11 19036 18oltom Rail Support 608378 Alum 63 78Xr6FP7X #8 x 3t4"Ph.FH SMS @ Ratter&Roint SS 110 72DX112X 914,20 x 1-12'MS i10 Bottom Rag SS
12 lotim Omer Sill cover 6083TBAlum. 64 419042 Frame Header Block Nylon 111 717930 Welp,.279"x AW'-Fin Seal
13 19011 Sig Track Cover Rigld PVC 65 48062 Roller Ad),Hole Plug PVC 112 61805K Welp,.167"x,690'(g7 Bug Flop
17 10032 P•Hook Adapter 61IMTB Alum. 66 44386 4 Hole Bumper Stop PVC 113 7SRAZ l8landardRallor Nylon.
1B 19020 P-Hook W83TBAlum. 67 70X114FPTX #8 x 1-114"Ph.FH SMS QBumpor Stop SS 114 78RAX HD Rollor SS
19 '10M Extended Keeper 806378 Atem. 68 718980 Sol Plug PVC 116 varies Semen Locking Hardaars Steel
20 19029M Keeper 6083TeAlum. 69 78185X Gemini Mortise Lock wllsng Trim plate SteeVSS 118 419063 Screen Keeper Stool
21 19014 Reinforcement Bar Coyer Rigid PVC 70 71032XiFPFX 10.32 x V Ph.FH MS®Lack SS 117 76XIPPA #6 x T'Ph.PH SMS Stool
22 19030 11191RIbmemantBor 601)5d6 Alum 71 varies Handle Kik cast Zme 118 11803(4 Screen Spline..IW&.195" Vinyl
23 19037M I Fixed Pone)Glp W63-TO Alum. 72 19054 Intedock Relarner GI Nylon 119 iB18C2D Screon Cloth
Flbergiase
24 19D36M Reinforcement Plate 6083-TB Alum. 76 Kommet8ng 4SG TPS Spacer System
26 19017M Top Rall.Bottom Rag and Lockol is 6006.76 Alum. 78 puanex Super&pacer nXT vAth Hot Melt Butyl See Sheat TABLE E:STANDARD SCREEN
28 19048 Reinforcement Composite 77 Cuamex Duraasel 110 tar # Part# Description Motorial
27 19D18M 11aledock.309 Reinforcement,Std. 6006.78 Alum 78 Cardinal X Edge Spacer Motorists 120R78Xli2P8ATS
Screen Frame Rail 8083 T671-
-
28 19013M inlerfock.400 Reinforcement,HD 6D0676 Alum. 79 Dow Corning 996 or 0E-7700 Backbodding Sillcone 121 Screen Frame-Side Roll(Latch) BOB3 T5 Al
29 19019M Astmgel Reinforcement 6006-T6 Alum, 80 19090 7110"Square Bead Rigid PVC 122 Screen OXO Astragal Adapter 6083TSA1
30 19083 Extended Pocket Iniedock Adaplor 6603-663 81 7118"Bevelad Bead Rigid PVC 123 Screen Vinyl Astragal Adapter Wold PVC
31 19008 Inlallock Adaptor Rigid PVC 62 10044 1-1118"Beveled Bead Rigid PVC 121 Frame Sig Screen Add-on 0083 16 At
32 19008 Aatlagsl Add vel Rigid PVC 83 18046 1-1116"Ogee Bead Rigkl PVC 125 Bug Flap,85+1 5 dura. ytnyi
33 ISM Panel Stile,Top/Bottorn Reil Rigid PVC 84 19016 1-3118'Ogaa Bead Wgld PVC 12e 08 x 1-112'Ph.PH SMS(Assembly) SS
34 iDD40 interior Jamb Cowr 808378 Alum. a5 71726K Setting Block 112"x 4'x 1118,85+1.6 duro, Neoprene 127 712027 Comer Key Wbeel Assembly(Standard) fw ion
35 10078 135°Caner Ashugai 608378 Alum, BB 71726K Setting Block 1"x W x 1118",86+1-6 duro, Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS
30 19077 11361 Corner Astragal Pasehe Mount W83.78 Alum, OD 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 129 varies Screen Locking Hardware Stool
37 18079' 135"Comer Astragal Cap-Ext. Rigid PVC 91 7OX114PHPT41OX 98 x i-IW Ph.PH SMS k($Ralnt Bar SS 130 710X14PPSDAX #10 x 314'Ph.PH 8MS(d1 Screen Ast. SS
38 19080 135°Comer Astragal Ca -krt. Rigid PVO 92 710XIPHPT1g•BX #10 x 1"Ph.PH SMS Q Rail Buppod SS 131 78X12PPSMSX 08 x 112'Ph.PH SMS DoorAst. SS
39 19076 90'Corner Aalragal 60B3TBAlum. 93 71OX116PpX #10 x 1.112'Ph.PH SMS @ Fxd.Pnl.Glp SS 132 169213/4 Screen Spline-.145• Vinyl
40 19081 90'ComerAottagal Cap-Ext. Rigid PVC 84 7102APHPTIO-SX #10 x 2-112'Ph.PH SMS @ Relnt Pleta+Ast. SS 133 1816020 Screen Cloth Fiberglass
41 19082 00'Comer Astraal Ca -Int. Rigid PVC 95 7142DXP-26FPFX #12 It 2.114"Ph.PH SMS Hdr.Block SS
96 710Xt.76PPX #SO x 14,1"Ph.FH SMS rid Keepai SS
NEWED
97 710X34PPX #10 x 3f4"Pb.PH SMS Ext.Pkt.Int, SS as comp%Jn
wRODUCT ith the Florida ttitt t l r 1 I f I I I lI f jri
Building Coro `,` iN!(LYNN Ml(
,r
NOA-No. 18.1210.01 �� 't�� 14SF
Explydtlon 9) 04/14/2021 '' '•,fir
ViNYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Sy_ �Y: N°'58705
ffinont_yffoo Product Control /i- '1'
PARTS LIST &I J ROSOWSKI
s7Ar6 r• :fir,
NOTES: CERT.OFALITH.020206 �: (.� ,FCOR1.. •G��ti
1070 TECHNOLOGY DRIVE " rOP)At. '`�
1)ITEMS#14-16,46.48,53-58,73,74&87-89,86&89 ARE NOT USED AND r r r�r 1
ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 A.LYNN MILLER,P.E.
(941)•480-1800 WSW, NTS 21 OF21 MD-6570.0 P.E.0 68705