HomeMy WebLinkAboutProduct Approval (2) RECER17D JUN 2 68 2017
MIAMI-DADS MIAMI-DADE.COUNTY
CQU= FILE COPY PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.midmidade.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 115570/2770"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 10105115, 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 manufacturer'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#15-0409.02 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.PIasencia,P.E.
MIAMI-DADE COUNTY n NOA NO. 15-1210.01
/rr Expiration Date: April 14,2021
Approval Date: March 3,2016
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 SUBNHTTED
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 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. 11-0107.09)
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, 535753-09,per ASTME-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 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 (5h 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
t
SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR TABLE A. Min.Edget071 (6184
*MIN.OF 3 THREADS
0 o Group Anchor 8ubctrate, Frame Member Distance BEYOND THE METAL
INCLUDING POCKETS &901135 CORNERS .T sad)em ne ea am SUBSTRATE.METgL
6G=0.55) P-hook 9119'
GENERAL NOTES; gtz,steel sMsSUBSTRATE TO MEET MIN.
Alumhwm,606376' Heed/8111/Jamb 318'
1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)31410 S.S. 0.125•min.tWoknese P-hook 316' STRENGTH AND THICKNESS
2)DESIGN PRESSURES: SMS' Steel.X36• Head/SgyJamb 318• REQUIREMENTS PER
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. ('^l^'1t 0.060`min.thlaknees P-hook 316' CURRENT FLORIDA BUILDING
B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A lhreadeM) Steel Stud,A&%Eir.33' HoadISIWJamb Sir CODE AND TO BE REVIEWED
3)ANCHORAGE:THE 33413%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071•min.thickness P-hook 318• 0.0711114 Go.), BY THE AUTHORITY HAVING
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 14•Elco P.T.Southern Pine Jamb 1. 1.316• JURISDICTION.
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ultrecon SG.0.55 P tack 1• 13161
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco 410 P.T.Southern Pine Hesd/SiI9Jemb 1• 1491 FOR STEEL STUDS,
5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreleFTex 80=0.65) P-hook 1• 1-318' MIN.FU=46 KSI&
8)REFERENCES(NOA'S),:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. a 1112,steel wood P.T.Southern Pine Hood/S0.1amb Bite' 1318'screw 06 So=0.55 P-hook &i5 1-3/9• MIN.FY--33 KSI,
WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED
PAINTED OR LAMINATED WHITE RIGID PVC NOA Concrete d hook 1• t 318• "UNGROUTED CMU"VALUES
( ) 1/4"Elco min.2.85ko HeaW9lWJemb 1.3115" KI
318"
REFERENCES(TEST REPORTS):FTL-0 37,6338,8648.8049,8652&8717;EXOVA-10.002-792(A)810-006-10231; Ulmoon Ungrouted CMU, Jamb 1• 1/4' MAY BE USED FOR GROUTED
CAMBRIDGE 535763-09; ASTM 0-90 P-hook 1' 1/4• CMU APPLICATIONS.
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE ngrouted CMLI, Jamb 1.314' 1/4•
HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 14'Elco 410 ASTM G90 P-hook 1.314• 1(4•
EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C S.S.CraleFlex Concrete Head/SIWJamb 13!76' J1A• IMPACT RATING
TO
(COMPONENT REQUIREMENTS), (min 3.3s kel P•Iwok 1• No. RATED FOR LARGE&SMA8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Hesd/S09Jamb 1.111316' MISSILE IMPACT RESISTANCE
9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. min.2.22 kel P-hookt•1/r318'
1/4'Eloo 18-8 Ungrouled CMU, Jamb r 1.114'
10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 670/2770 SERIES. S.S.Aggre-Gator ASTM C-90), P-hook r 1.1/4• DESIGN PRESSURE RATING
P.T.Southern Pine HeedIS9Wamb 1• 1-v6• SEE TABLES 1,2&B1,B2
ANCHOR NOTES: SG=0.65 P-hook i• 1.318' ON SHEETS 7&8
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete HeadlSill/Jamb 2.111 1 e•
APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 14•Elco min.265 kel P-hook 2-11r 1 6•
REQUIREMENTS. Ultrecon Lintwed CMU, Jamb 2417 1-1/4'
ASTM G" P-hook 2-11 1.114'
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET, D PRODUCT RENEWED
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Concrete Heed1SI111Jamb 21/Y 1314• as comp)yIng with the Florida
1F UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR 114'Elco 410 min.3.35 kel P•hook 2-11Y 1.316• Building Corlo
GREATER,1X AND 2X BUCKS WHEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE S.S.creleFiox UnASTM CMU, Jamb 2-1/r 1.114• NOA-Mo.
pirate15.1210.01
{ ) ASTM G90) P-hook 2-111 1.1/4'
STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Expiration Date 04/14/2021
RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. By /l
4)METAL SUBSTRATE TO MEET MW.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............I Mlaml-D 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,NONSHRINK, 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............................9
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 1140
2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17
INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS.....................18
1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19
SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 �.N�aNV LYNN 41111�,,,�'
GLASS/REINFORCEMENT. AISI-S100.07/S2.2010 `� .•
• PARTS LIST........................21 �. VICENSF''•F'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 AND/OR VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 1t' No.58705
HEIGHT. = -
3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI
SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE < os�6 `�1
DISTANCE. ® �� ;�fi',xCORIDa.• �*UA Fi; '�
4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF AUTH.1/29296 .,S
PRESSURE IS MET OR EXCEEDED,USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE �� 'rS/ONA1.
5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275
8)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. (981)•480.1600 SGD-6570 NTS 1 OF 21 MD-5570,0 A.LYNN MILLER,P.E.
P.Ea 0705
MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH
PER TABLES 1&2 PER TABLES I&2 PER TABLES I&2 PER TABLES i&2
f FF 1k f f
MAX MAX.UNIT 0)
HEIGHT HEIGHT
MAX,UNIT HEIGHT
UNIT(D 11 MAX..UNIT
HEIGHT
PER TABLES I&2 PER TABLES I&2 h A PER
PER TABLES I&2 TABLES I&2 /1 A
//j CaT
p0ow pa
=_ZZ1
I-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
m�_—
CONFIGURATIONS CONFIGURATIONS
MAX,UNIT WIDTH MAX,UNIT WIDTH
MAX.UNIT WIDTH NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2-
PER TABLES I&2 I PER TABLES 1&2
D
t MAX.UNIT15
MAX.UNIT MAX UNIT HEIGHT I SEE
PER
HEIGHT HEIGHT SHEET.
PER TABLES 1&2 PER TABLES 1&
2 9
MrAff TABLESLI&2 Pocimr I M f _L
6-PANEL CON FIGURATION$ CORNER TYP,
6-PANEL CONFIGURATIONS
PRODUCT RENEWED
MAX.UNIT WIDTH MAX.UNIT WIDTH as comPlyinp with the Florida
NOM.PANEL WIDTH NOW PANEL WIDTH Building Code
PER TABLES I&2 PER TABLES 1&2 NOA-No. 15-1210.01
Nr—--I EXPIMUDn onto 04114/2021
aN.. zm MIBy
Sualind.Product Control
MAX.UNIT MAX.UNIT
HEIG14T EIGHT
A ABLE$I&2
PER TABLES 1&2 h h PER TH A t Ig
A A
Pocar POC&T
7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
"X"=OPERABLE PANEL
i)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '0"--INOPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8.9118"
DLO HEIGHT=DOOR HEIGHT-11-1H 6" -1'41
LOCATIONS.EXAMPLE:4-PANEL XXXXIN POCKET(p)CONFIGURATION,CAN BE pXXXXP,pXXXX ORXXXXp.OXXX IN "0"=POCKET
PANEL HEIGHT=DOOR HEIGHT-2-1/2" ie
POCKET CONFIGURATION CAN BE OXXXP.
2)00'&136'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. --- VINYL SLIDING GLASS DOOR NOA(LM) 10106ho .15 14 'u705-tet
EXAMPLE CONFIGURATIONS al J ROSOWSKJ
REVIEWED BY THE AUTHORITY HAVING JURISDICTION, Mr
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND
o.
DETAIL LETTER CERT.0FAVTfi.#20280
4)FOR NOM.PANEL WIDTH,. SEE TABLES I&2. 1070 TECHNOLOGY DRIVE
6)MAX,ALLOWABLE FRAME SQUARE FOOTAGE=472,858 FTI SHEET NUMBER N.VENICE,FL 34275
,IISGD-5570111 NTS ill 2OF21 1141 AAYNN'NLLER,PF
mit88705
I DETAIL Al DETAIL 81 METAL TYP.,SEE ANCHOR
ASTRAGAL IDETAIL C11 DETAIL DI NOTE 4,SHEET 1;MIN.OF 3
FACING EXT. INTERLOCK INTOMFTAL THREADS BEYOND THE
CONCRETE/CMU PER METAL SUBSTRATE
ANCHOR REQUIREMENT FRAME WIDTH
114"MAX. REQUIRED IF DOOR to
TYP.ANCHOR T HEIGHTISOVER96' ZI 06
EMBEDMENT '04 MAX 26.0.0. 22et f
EDGE DISTANCE PER EDGE
SUBSTRATE,SEE DISTANCE
TABLE A,SHEET I
NOTE 3,BELOW 0 _)O 20
DAYLIGHT &\lYiNOA (&27 20
OPENING—i26
Wil
EMBEDMENT
EDGE
DISTA 80 EDGE
25 28 XT DISTANCE
94 1 1 28 20 98mm )SEE NOTE 6.
SEE NOTE 6., 1/4�'MAX, -4
ix 2X WOOD THIS SHEET SEENOTES, 15 2" FC28 THISSHFFT
ANCHOR BUCKSTRIP,SEE SEE NOTE 6,THIS SHE 32 THIS SHEET EMBEDMENT
PLATE AT iF NOTE 4,SHEET I ET&L—————-J_— #8 X3/41 SMS REINFORCEMENT SCREW,7 TYP,ANCHOR TYPE,
PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND
EVERY HORIZONTAL SECTION(XXX SHOWN) 9- 1 r FROM ENDS{FACTORY INSTALLED}
ANCHOR EDGE DISTANCE PER
LOCATION IDETAIL D21 i DETAIL B2i SUBSTRATE,SEE
DETAIL C2IDETAIL A I IMERLOCK INTOVASONRY ASTRAOAL_-1 TABLE A,SHEET 1&
2X WOOD BUCKSTRIP OR 1. INTO 2X WOOD to NOTE 3,BELOW
FRAMING,SEE ANCHOR DAYLIGHT 2t REQUIRED IF DOOR EMBEDMENT ——————-1 -
NOTE 3,SHEET I OPENING HEIGHTISOVEROP 1/4"MAX. 1) 1 PRODUCT RENEWED
22 INTERIOR
WIDTH EDGE I I as compiging with the Florlds
I DISTANCE Building ode
TYP.ANCHOR TYPE, SEE NOTE 0,THIS SHEET 7 NOA-119.
EMSEDMENTAND n 2-1 @OR@-\ Fxpiration Date 04/1412021
EDGE DISTANCE PER----/ TYP,ANCHOR TYPE,
SUBSTRATE,SEE 8 es 23 8 EMBEDMENT AND miam a wduet Control
TABLE A,SHEET I& 31
EDGE DISTANCE
NOTE 3,BELOW PER SUBSTRATE,
EDGESEE TABLE A,SHEET =:j
I&NOTE!3,BELOW
DISTANCE pgffim
114"MAX.' PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE _J
HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER
NOTES EMBEDMENT FIXED PANEL CLIP INTERIOR OR
ANCHORS,SEE EXTERIOR DIRECTION.
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES L89F NOTE 6.THIS SHEET) PETAIL SHEET 19 ALL PARTS IDENTICAL.
2)REFER TO ANCHOR NOTES,SHEET 1.
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOR ALL LOCKSTIURS,
ASTRAGALS,FIXED :7 it,cis?
SAH,
VINYL SLIDING GLASS DOOR NOR(LM) 11 10105/161
ANCHOR QUANTITIES,SEE TABLES I&2. STILE -L
HORIZONTAL RAU
4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL INSTALLATION,HORIZONTAL X-SECT. J ROSOWSKI W::
FRAME ANCHOR LOCATIONS. ju,
�,�tf .:
5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD
-ON,
FOR PLOW
6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL CERT.OF AUTH.929208 ..1.1-"
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOCKS lk
V,
ONLY 1070 TECHNOLOGY DRIVE
THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD go N.VENICE,FL 276 loll
7)SEE SHEET 20 FOR SCREEN DETAILS, A.LYNN MILLER,P.E.
1)-480- 600 SGD-5,670111 NTS=3 OF 21 I't'll MD-5570.0 T4T, P.E.#60705
DETAIL El TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 QETA(L E3
INTO WSONRY AND EDGE DISTANCE PER DETAIL E4
I IINTOW001) I 1070 METAL , DADE APPROVED MULLION,F13C
XBUCKSTRIP
SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL
I&NOTE 3,THIS SHEET 2X WOOD WC STR P OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY
CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL.
PER ANCHOR DISTANCE NOTE 3,SHE I SUBSTRATE,SEE TABLE A,SHEET ';�_ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES,
REQgREMqNT EDGE I&NOTE 3,THIS SHEET EDGE TABLE A,SHEET I
STANC DISTANCE
EMBED- EDGE DISTANCE
DI
EDGE SEE SUBSTRATE'
E ,TABLE A SHEET
STANCE
MENT
EMBEDMENT EMBEDMENT EMBEDMENT
1/4"MAX, 114"MAX. 1W MAX. 114"MAX.
IX OR 2X WOOD
-BUCKSTRIP,SEE UUU
TYP.
C TYPE,
MB
ANCHOR NOTE 3. TYP.7ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND
�C
63 SHEET EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE
TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET
33
FOR NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
LOCKSTILES,
ASTRAOALS, 2)REFER TO ANCHOR NOTES,SHEET 1,
FIXEDSTILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING,
AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. OLO WIDTH=NOM.PANEL WIDTH-5.9116"
HORIZONTAL
CH PLATE AT RAILS SCREW,3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1118"
ERY OR
CENTERLINE AND 9'FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1[Z'
LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS.
DAYLIGHT 6)SEE TABLES i&2 FOR REINFORCEMENT REQUIREMENTS.
OPENING FRAME PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
SEE HEIGHT LENGTH OF THE EXTRUSION,REFER TO TEST REPORTS FOR PRODUCT RENEWI!D
HEIGHT HEIGHT NOTE 6• SILL RISER EXACT DIMENSIONS. as compl& with the Florida
NOTE
SSHEET VARIES WITH Building Igo
REQUIRED HOA-U*._ I5-1210.01
EXTERIOR POSITIVE Expiration Date 04114/2021
DESIGN .390
62 PRESSURE, By
MWOR 61 Fig SEE SHEETS .390-
26 OR8 7&8. .390—1 I__ 2.947 �!roducd control
0 El 1;.390 15f4 , -
1/4'MAX. 33 42 042$HOWN 193 " 7' 1164 4.041
GROUT AS 0 #43-45ALSOAPPLY .5231 F�J2.7
NEEDED,SEE 13 so 1.917
ANCHOR NOTE 12 1- k6D .060-- 1 .060 tj
5.SHEET I 2-1/2'=TOTAL .000 .a- I
SILL HEIGHT @ SILL RISER SILL RISER SILL RISER 7_%PT.......1/1
42 44 '�O. rJfi
(2-1/2-TOTAL TOTAL . (4-1116"TOTAL (4-618u TOTAL , 'I LYNN 4jl4t
6N ...........
GE
Eb"� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) BILL HEIGHT) .
EMBED- EMBEDMENT
MENT !STANCE VINYL SLIDING GLASS DOOR NOA(LM) 140,
10/05116
55705
as
EDGE TYP.ANCHOR TYPE, TYP,ANCHOR TYPE, -SECT. .45�16 .
INSTALLATION,VERTICAL X J ROSOWSKI s .
�x 1 8'...
DI EMBEDMENTAND 2X WOOD SUCKSTRIp OR EMBEDMENTAND
EDGEDISTANCE FRAMING,SEE ANCHOR EDGEbisTANcE
CONCRETEfCMU
PER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE, — CERT.OF AUTN.029298 &
PER ANCHOR DETAIL F1 SEE TABLE A, IDETAIL F21 SEE TABLE A, '1070 TECHNOLOGY DRIVE ""'IONP'N-o soR
REQUIREMENTiNfO SHEET I&NOTE 3, SHEET I&NOTE 3, N.VENICE,FL 34275
MASONRY THIS SHEET I INT0W000 j
THIS SHEET j(941)-480-1000 SGD-5570111 NTS 4 OF 21 MD-5570.0
A.LYNN MLLER,RE,
EA 68705
2
PQ17--]� �
ry/`��• 71 4 71 O
IN SOR 35KrreggR Q 26 R 26 69
2 Z6 O Zfi 37 OB MAX16.b'O.C. 1 INTERIOR33 10 86 SEESHEE 19 INTERIOR DETAIL H2
36
10 00 MAX 3.6.O.C. L EXTERIOR r� 90•
.SEE SHEET 19 fit-, `"✓ OUTSWE CORNER
�0 89 ❑ Y
40
d d so° 4
J]
INTERIOR
ERIOR
00 0 ❑ '
04 MAX 18b'O.C.
Is
37
EXTERIOR EXTERIOR
U 41
136' O 9D° 3s
DETAIL G1 DETAIL H1 MAX 16.6'O.c.(94 0
Few
INSIDE CORNER O INSIDE CORNER
O EXTERIOR INTERIOR 40-11
41 X�TERIOR
SEE SHEET I9 10 96 68 n
1 1 V
PRODUCT RENEWED
aBus icldoing mplCadyinge with the Florida
NOA—No. 15.1210. 1
�OO 135° 4
Expiration Date 04/14/2021
BY
INTERIOR 10laml-D roduet Control
E �P O 2
on
NOTES
r! 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR
00 26 �� QUANTITIES,SEE TABLES 1&2.' 11111111 I 1
*3 28 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �1� y LYNN MqIie�
DEPENDING ON CONFIGURATION.
DETAIL G2 MAX 18.610.0.08 EXTERIOR
is5• E 3.600..19 VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05116
$EE
OUTSIDE CORNER 69CORNER
ASTRAGAL HORIZ,X-SECT. I- J ROSOWSKI : �_
FLO
591
CERT.OF A11TH.029296 m
1070TECHNOLOGYDRIVE
N.VENICE,FL 34276 L+ A.LYNN MILLER,P.E.
(041}480.1600 SGD-5670 NTS 5 OF 21 �$ MD-6570.0 �i P,E.866T05
OPTIONAL NON- DETAIL DETAIL 12 1
INTO MASONRY I WOMASONRY
STRUCTURAL
ANCHORS FOR
EDGE CONCRETEIGMU
INTERIOR POCKET 21 -8 DISTANCEPERANCHOR
JAMS TYP.ANCHOR TYPE,EMBEDMENT REQUIREMENT
26 R 201 AND EDGE DISTANCE PER
33
k I(RIBELINTMOMATFOCKETS:
SEE FIG 1, SUBSTRATE,SEE TABLE A,
INTERIOR POCKETS MUST THIS SHEET SHEET i&NOTE 3,BELOW
INCLUDE ANON-STRUCTURAL,
FRAME JAMB TO REDUCE THE
FOR DOOR HEIGHTS 96"AND LESS:
POSSIBILITY OF WATER 7 OPT.
2 ANCHOR
INFILTRATION.
I/V'MAX.i EMBED
MENT
17 OPT. 17 OPT.
POCKET BY OTHERS,SEE
NOTE 6 BELOW.
ME
FOR DOOR HEIGHTS OVER 00"
1/4'
OPT. 114"MAX.
210
0 07 MAX.ANCHOR I i�x O.C.
TYP.ANCHOR TYPE,EMBEDMENT CONCRETEICMU SEE FIG 1.
AND EDGE DISTANCE T L EDGE PER ANCHOR THIS SHEET 3wo
SUBSTRATE,SEE TABLE A,SHEET I DISTANCE REQUIREMENT @0 27
&NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91
21
TYP.ANCHOR TYPE,EMBEDMENT
METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER
4,SHEET 1:ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET I
BEA MIN.OF 3 THREADS BEYOND &NOTE 3,BEL 2X WOOD BUCKSTRIP OR
THE METAL SUBSTRATE EDGE FRAMING,SE PRODUCT RENEWED
SEE an comp Ing With the Florida
DISTANCE
EDGE NOTE 3,SHEET I Building Wode
OPT.ANCHOR NIOA-No. 15-1210.01
MMEM DISTANCE I OPT.ANCHOR Expiration onto 412021
INTO METAL EMBEDMENT By
n17 OPT. >
I — IT OPT. fmam=procluct control
EMBEDMENT -jDETAIL 14
0
L
1/4" INTO Wool)
"TE131OR
114"MAX. MAX.
V 10 SEE FIG 1,
SEE FIG I. THISSHEET
THIS SHEET 3028 27 27 O EXTE91OR 82
92
21 01
EXTERIOR POCKET %YNN&/
EXTERIOR POCKET 4$�
NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10105/16 r4o,58705
DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. —
2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. J ROS KI
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES I&2. 5 t,
4)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.
CERT.OF RUTH.#20200
6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE N
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERSW1111
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34276 A.LYNN M
(941)ABO-1600 11ISGID-13570111 NTS 11] 6 OF 21 MD-6670.0 P.F N 68?ILL05ER,P.E.
TABLE I.,
Design Pressure(DP)and Anchor Quantities Required,
(brag approved configurations on Sheet 2)
Use this table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A.
Class Types 1,3 or 6 891 849 SHEET1 FOR COMPLETE ANCHOR LIMITATIONS.
Astragal RaInkmement 029 68"161W OLD—Height 72-1 Is-DLO Height 84-1511V DLO Height
THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Lookstile RaInIbroement#26 or#26 AnchorGroupAnchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
Sid Interlock ReInforeement#27 T�06 A I B 1 0 1 0 A CONSIDERED,SEE TABLE B1,THIS SHEET.
19-1118' Design Pressure +60/-60par— +601-60psF +601-6.Dpsf #OF ANCHORS THROUGH THE HEAD&SILL.(EX,FOR C3+1,3 ANCHORS
24" DLO He8dfSlJ C3+1 C341 C3+1 C3+1 C3+1103t1 C3+1 I C3f-1 C3+1 C3+1 C30 3+1 CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
ANCHORAGE
S
5111AI"D Height
iA.
Group
60jo.fj CL
Width Jamb 5 5 5 5 6 1 6 6 6 6 6 6 MIDSPAN OF PANEL).
P-hook 7 7 7-1 a TOTAL#OF ANCHORS THROUGH THE JAMB,
26-11W Daslimprossure +601-60jest +601.60psi +601-60pst THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
PERPENDICULAR TO THE GLASS.
3(r DLO Headf8lil 03+1 C-3+11 03+1 03+f C3+1 I C3+1 1 C3+1 1 C3+1 C3+1 C3+1 C3+1 C3+1
Width Jamb 6 6 6 1 6 5 6 1-5 1- 5 .6 5 S
7
P-hook T 7 1 7 f 7 7 7 1 7 1 7
Design Pressure +601.60psr +601-60psf +601.60psf
314/8' HeadJSIII 03+ 03+1 C3+1 I C3+1103+1 I C3+1 I C3+1103+1 03+11 C3+1103+1 1 C3+1
36, OLD
Width Jamb 6 1 5 5 6 5 5 1 5j�5 —6-1 6 1 #--1
P-hook 7 1-7 71 7 1 7 1 7 a I a 1 8 1 8
Design Pressure +601-60pat +601-60psf +601-60psf
gt;+'
37-118" Headisill C3+1 C3+1 C3+1 C3�+l C341 03+11 C3+1103+1 0+11 C3+1103+1 I C3+1
4r OLD Jamb 6 6 1 5 1 6 1 5 TABLE BI:
Width P-hook 7 1 7 T 1 7 7 1 7 1 7 1 7 8 5 6 1 5 1 Water-LImIted FIG`
8 8 8 ( Jim+)Der Pressura OH LENGTH
43-1/8" Design Pressure +60/-60pst *601-Wpsf +601-60pst 81H Nor%SIII1MQX.(+)DP
OLO Headisill 03+ C5+2 C3+1 03+1 030
.03+2 03+1 C3+1 03+1
46" Mer Height Alland DOOR ASSEMBLIES
Width Jamb 5 6 5 5 5 1 6 5 INSTALLED WHERE THE
None 1-11/16' See No102 S2 PRODUCT
r—P-hook 7 7 7-f- w OVERHANG(OH)LENGTH IS as compW2
42 2-1/2r7 +30. psf 1with the Florida
-- EQUAL TO OR GREATER THAN Building a a
"/21 +60.0 psf THE OVERHANG HEIGHT IS NOA-No. 115-1210.01
IJSED IN EXAMPLE ON SHEET 9
44 4-1/16* +80.0 pef EXEMPTED FROM WATER Expiration Date 0411412021
45 4516' +60.0 psi INFILTRATION RESISTANCE.
DLO WIDTH-NOMI.PANEL WIDTH-B-9119'
DLO HEIGHT=DOOR HEIGHT-11-1116' o LYNIV Q
PANEL HEIGHT=DOOR HEIGHT ........UcErys .
TABLE NOTES:
No.56745
1)IF I WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE I VINYL SLIDING GLASS DOOR NOA(LM) 10105/15
AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP.
DIP&ANCHOR QUANTITY TABLE
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL jf&j J ROSOWSKI
RISER IS NOT REQUIRED.IF 80,+DPS SHOWN IN TABLE I MAY BE USED. 0 6% v:
3)SEE SILL RISER TYPES ON SHEET 4. CERT.Of AUTH.029298
Cori,
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE
"N)NA',
6)REFER TO ANCHOR NOTES,SHEET J. N.VENICE,FL 34276 "0111111%%
0)SEE SHEETS 11-16 FOR ANCHOR LOCATION 8,SPACING (941)-480-1000 1 SGD-5570111 NTS 111 7 OF 2 MD-5570.0 A.wartMUM I.E.
:.,68705
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,
(far all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Use thle table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A,
Glasa Typos 2 or 4 001 g4- 98" 145" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
AsUagal Reinforcement#29 68.15118"DLC Helght 72-15718-DLO Height 84 i5t18-DLO Height 96-15116"DLO Height 108.15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Lockable Reinforcement 025 Anohor Group Anchor Group AnohorGroup Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
HD Interlock Reinforcement#28 A B C D A 8 C D A B C D A $ C D A B 0 D CONSIDERED,SEE TABLE B2,THIS SHEET.
Design Pressure +100/400psr +100/-100 psf +100/-f00psf +60/-65 psf +80/-65puf #OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS
19.1.18" Head/Sill C3+1 03+1 C3+1 C3t1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1103+1 03+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT
24" DLO Jamb 5 6 5 6 6 5 5 6 5 5 6 6 B 8 0 6 B 6 8 6 MIDSPAN OF PANEL).
Width TOTAL#OF ANCHORS THROUGH THE JAMB.
P-hook 7 1 7 7 7 7 7 7 7 6 1 8 1 8 8 9 1 9 1 9 1 9, 10 1 10 1 10 1 10 "----_THEN OF ANCHORS REQUIRED THROUGH THE P-HOOK,
Das/gnPressure +100/-100psf +100/100ps1 +100/•100psf +601.65psf +60/.65 psf PERPENDICULAR TO THE GLASS.
2Head/SM C6+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 C5t1 C3+1 C5+1 C3+11C3+1 C3+1 C3+1 C3+1 05+1 C3+1 C3+1 C3+1
30 DLO
Width Jamb 6 6 6 5 6 5 6 6 6 6 7 5 6 0 6 6 6 8 6 6
P-hook 7 7 7 7 7 7 7 7 e 8 8 0 9 9 9 9 10 10 i0 10
DesignProsstu'a +100/100psf +100/400psf +100/400psf +80/-65psf +60/-65psf
BUD
Head/Slll C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 1:5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 FIG 1:C3+1 OH LENGTH
Width 38" dth Jamb 6 6 6 6 5 6 6 5 6 6 7 5 8 8 8 e 6 8 8 6
P-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 8 9 8 10 10 1 10 10 DOORASSEMBLtES
Destgn Pressure +100/-100psf +1001-100psf +100/400psf +80/•85pst +60/-1601INSTALLED WHERE THE
371!8°
42° Headt8ill C5+2 C3+2 C5+2 C3+1 C6+2 C5+2 05+2 C3+1 C5+2 CS+2 C5+2 03+i C5+1 C3+1 C5+1 C3+1 C6+1 C5+1 C5+1 C3+1 x OVERHANG(OH)LENGTH IS
DLO
Jamb 6 6 7 6 6 6 7 6 6 6 8 5 8 1 6 6 8 6 6 7 6 EQUAL TO OR GREATER THAN
P•hook 7 7 7 1 7 7 1 7 1 7 17 8 B e 8 99 O 9 9 10 10 10 10 THE OVERHANG HEIGHT IS
E EXEMPTED FROM WATER
x° Design Pressure +1001-100psf +1001-100psf +92/-92psf• +801-65psf +80/-65psf INFILTRATION RESISTANCE.
43.1/0' Head/8111 C5+2C5+2 Cyt?• C3+2 C6+2 C5+2 C5+2 03+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C6+2 C5+1 C5+2 C3+1
Width 48° DLO Jamb 5 6 7 5 5 6 8 6 6 5 9 5 6 6 7-1 6 6 6 6 6
P-hook 7 111 7 7 7 7 8 0 8 8 9 9 9 9 91 9 10 10 10 10 TABLE 02. PRODUCT RENEWED
as complying with the Florida
DeslgnPressure +60/-80psf +80/-80psf +601.80psf +60/65 psf +54.114W.7{osf, Water-Limited Building Code
49.1!8" Headlslll C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5t2 CS+2 C6+2 (+)Design Pressure Non-No. 15.1210.01
64-' DLOWidth Jamb 6 5 8 6 5 5 7 6 6 6 e 6 01 6 e 6 8 8 8 e Sill Nam.818 Max.(+)OP
expiration Date 04/14/2021
P-hook 7 7 1 7 1 7 7 7 7 7 8 0 1 0 8 9 1 9 9 9 10 10 10 10 Riser HeIghl Allowed ay
Des(gn Pressure +601-60 psf +80/.80 psf +801.80 psf +59.1/•64 psf +49 81-53.7 psf None A_iIJ6'
te 2 Miam a coauot t ontros
55.118" HeadtS81 C5+3 G3+2 0513 03+2 C5+3 C3+2 C6+3 03+2 C5+3 C5+2 C6+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 42 pst
60" DLO Jamb 6 5 8 6 6 5 7 6 5 6 0 5 6 6 8 8 B 6 0 6
Width 43 psf
P•h0ak 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 14 10 10 44 psF+1-100.0 PSF FOR ANCHOR GROUPS B,C 8,D. 45pat
DLO HEIGHT DOOR HE GHTIDTH-11-18e118" ���`Aki...
PANEL HEIGHT= OORHEIGHT-2-112" :'N ucENsB '••.�
TABLE NOTES:
ria.58705
1)IF WATER INFILTRATION RESISTANCE 1S REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA(LM) A 10105/16
AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE S J ROSOWSKI
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FG 1,A SILL
RISER IS NOT REQUIRED.IF 80,+DP'S SHOWN IN TABLE 2 MAYBE USED. ® x %;fi •.FtoRto�••' �
3)SEE SILL RISER TYPES ON SHEET 4. 'CERT.OF RUTH.420296
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE
5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276 A.IYNN MitlaR F.E.
0)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING
(941)-480.1000 SGD-5570 NTS SOF 21 MD-5570.0 a P."58700
EXAMPLE: 4
3-PANEL,3TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HFA0 SPLICE INTERIOR L CENTERLINE CENTERLWESEE FIGURE BELOW FOR ADDITIONAL
INTERIOR MOUNT POCKET,48"X$4"NOM.PANELS, Q INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION,
S' CENTERLINE CENTERLINE �CENTERUNE
LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD'SUBSTRATE, MAX. OF PANEL 1 OFPANEL 2 OF PANEL3
PROJECT DESIGN PRESSURE REQUIRED:+48.21-68.$PSF
POCKET BY
OTHERS,SEE
NOTE 8.
SHEETS
`+2`ANCHORAGE, 2"ir MAX, g•
S, qX ANCHORAGE, SHEETI2 142-ANCHORAGE. MAX.
SHEET 12 .,CLUSTER, 'C3-CLUSTER. SHEET 12
SHEET 12 SHEET i2 END ANCHORAGE EXTERIOR
SEEPOCKETJAMfl (MIN.I ANCHOR) V•
EXTERIOR- SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS
TO AIDW
OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS PM(3-TRACK)
BE ADDED IN•FIELO AS NEEDED TO ^
ALIGNMENT ALIGN THE HEAD OR SILL IF A
SPLICE OCCURS WITHIN A POCKET. SRL SPLICE INTERIOR L-CENTERLWE r
CENTERLWE SEE FIGURE BELOW FOR ADDITIONAL
OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION.
8` CENTERLINE CENTERLINE CENTERLINE
MAX. OF PANEL 1 OFPANEL 2 OFPANEL 3
POCKETSY o 0 to to
EXTERIOR INTERIOR OTHERS,SEE
NOTE 8, 0 0 0 0 0 0 0
SHEETS
't2' 25-318'MAX. S.
ANCHORAGE. '+2•ANCSHEET'RORAOE, '+2"ANCHORAGE-
MAX.
SHEET 11
SHEET 11 SHEET 11
C3'CLUSTER, 'C3'CLUSTER, EXTERIOR
12'MAX. 21.8• FRAME JAMBSHEET 11 SHEET I END ANCHORAGE -
MAX SEE POCKETJAMB (MIN.1 ANCHOR)
REQIIIREOM tNSTALLATK7NON SILL ANCHORAGE DETAILS
O.C. INTERIOR POCKETS SHEETS
1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3 TRACK) PRODUCT RENEWED
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Buildin PFyytrspp With 111.Ft.11da
B Codo
+4$,21-$$.6 AT A NOM.PANEL SIZE OF 4&'X$4".FROM TABLE 1,SHEET 7,THE NCA-No. 15-1210.01
DESIGN PRESSURE IS+$0%80 WHICH EXCEEDS THE PROJECT DESIGN END PANEL ANCHOR EXCEpT(ON: Expire Pat.04/1412021
DISTANCE TO NEXT CLUSTER
PRESSURE REQUIREMENTS. TO BE 28x1 O.C.OR LESS By
FOR WOOD INSTALLATION USING ANY I H.edlSpl lMlaml-wadeduct Control
C3+2
ANCHOR IN GROUP A(SEE TABLE A),TABLE i jamb 1 5
1 SHOWS ANCHOR REQUIREMENTS OR 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 CENTERUNEOF ENDPANEL
OPT,ANCHOR 0� THE INTERLOCKJASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE
To pt0 W —I HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE
ALIGNMENT i MIDSPAN OF EACH PANEL, O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER
P-HOOK ,IAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"133"CLUSTER ANCHORS AT 25-31W,OTHERWISE ANCHORS ARE NOT REQUIRED AS ���'+�Ny LYNN
ANCHORAGE ANCHORAGE STHE ILL(INTERMEDIATENPER THE FIGURE ABOVE:
ANCHORS):SHEET ti FOR THE"+2 ANCHORS AT THE Q>>�` •''y1cewsF IFF
DETAILS DETAILS MIDSPAN OF EACH PANEL = k N.581n5 '�`
FOR PRODUCT REFERENCES ALSO SEE. JAMB;b ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM)
LAYOUT. 1 10105/15
A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT O T.7 ANCHORS,SHEET 13 FOR GENERAL
LASTRAIGHT DOOR EXAMPLE S J ROSOWSKi A ;� S,
LOCATIONS OF CROSS-SECTION DRAWINGS. K ��G�•, srnrE F :•W�
B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN .��s'•,FtORiOP,•''�\�,��
G)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. CERT.OF AUTH.02829e
,,�,p OMAI
BE FOUND ON; J ,
D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE '1III I I11+u1`
E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 A.LYNN MILLER,P.E.
F)SHEET 21 FOR A BILL OF MATERIALS, p-HOOK:SHEET 0 (941)d$0-1800 SGD-5570 NTS 0 OF 21 0 MD•6570.0 $ p.Ep 68765
1-1116"NOM.
3116'HS GLASS
711W NOM. 7116"NOM. .090,PvS
31irHa -3/IWANN GLASS 75 76 NOTES;
1)BACKBEDDING SURFACES SMALL NOT
.DOW Pvs .090,$G 7/16'AIR SPACE BE PAINTED OR LAMINATED.
3116W'ANN $8 PAINTED/ 3116,_ LASS 31iw]:G SS__ 2)PRODUCT MAY BE EITHER INTERIOR OR
—LAMINATED PAINTED/ EXTERIOR GLAZED,PROVIDED THAT THE
to OR III SURFACE so 0 —LAMINATED go 83 —LAMINATED a EXTERIOR "NS"SURFACE OF A LAMINATED GLAZING
XTER
P (OR LWRLO — ,14P N SURFACE SURFACE UNIT IS ADHERED TO THE GLAZING LEG,
PRODUCT tS.r:XTERIOR- I PRODUCT is-WERIQR PRODUCT IS
GLAZEDIF 480-81 IS 718,NOM. GLAZED'[F#80-al IS 718"NOM. (3LAZED*iF#8Z0310 1 718,NOM. 'ANN"-ANNEALED
TOWARDS THE EXTERIOR. GLASS TOWARD$THE EXTERIOR, ; GLASS TOWARDS THE EXTERIOR.I GLASS 'HS"-HEAT STRENGTHENED
BITE I I BITE I I SITE 'T"=TEMPERED
"PVH"=.090"BUTACITE0 PVB INTERLAYER
<3 INTERIOR <3 IN BY KURARAY AMERICA.INC.
TFRIOR <3 w
PRODUCT 18'INTERIOR- PRODUCT IS"INTERIOR- PRODUCT IS'IN7ERIOR. "SG"-.090"SENTRYGLASO INTERLAYER
GLAZEWIF11804HIS 79 GLA7ED*JF#8DSI IS is OLAZEDF IF#82-03 IS BY KURARAY AMERICA,INC.
"TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. TOWARDS THE INTERIOR.
SEE NOTE Z SEE NOTE Z SEENOTE2.
THISSHEET THISSHEErTHISSHEET
GLASS TYPE I GLASS TYPE 2 GLASS TYPE 3
HOT-MELT BUTYL — 1-116'NOM. — 1-31W NOM.
STRUCTURAL 3f16'HS GLASS— /-3/16r ANN GLASS
STRUCTURAL SILICONE 9132'AIR SPACE
POLYISOBUTYLEN— 1/4'NOM. FOAM 3116,NOM, 0901 80
E
M
'F#:RA
N
WITH DESICCANT WITH SAVI-18 GLASS 75 76 HEAT-MIRROR FILM .090.PVB
DESICCANT 7tIVAIRSPACE 77 78 913rAIRSPACE
EXT.GLASS EXT.GLASS 311 V I GLASS SflIrTGLASS 3116"HS GLASS PRODUCT RENEWED
PAINTE01 PAINTEDI as comp gwiththoFforlda
LAMINATED 84 LAMINATED Building Godo
SCR 83 SURFACE SURFACE NOA-Mo. 15-1210.01
ICH
i�TE
INT, PRO[ ERIOR- Expiration Date 04114/2021
INT.GLASS INT.GLASS PROD12.S'EXITEI to". I,
GL IF N2-8315 718'NOM. GLAZED' a�18718"NOM. BY
75 KODISPACE SUPER TOWARDS THE EXTCRIOR. GLASS TOWARDS THE EXTEREOP, D GLASS
4SG TPS BITE
BITE
NPACER@NXT- INTERIOR I �
ALUMINUM PRODUCT is INTERIOR. I I PRODUCT IS-INTER1011-
GWED'IF482-0318 70 GLAZED'IF 064 IS I 79
REINFORCEMENT IOLYISO. DESICCANT FILL AREA TOWARDS THE INTERIOR, TOWARDS THE INTERIOR,
BUTYLENE 66 We
5liel NOW SEAL 6116"NOM. SEE NOTE 2, SEE NQTE2• 77
REINFORCEMENT
0 YL& SILICONE SEAL THIS SHEET THIS SHEET
U
T
At
UT
DES11C*_ ROLL-FORMED
C 0"" UN
OA
FOAM STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 ......
EXT.CLASS
EY,T*GLASS
NO 58705
VINYL SLIDING GLASS 60OR NCIA(LM) 10105115 ': , ,
INT.
T.. . �15G�O
4_ =
N 31 J ROSOWSKI :A'..NT.GLASS INT.GLASS GLAZING DETAILS Iz
-0*- sr 4e;
(DDURASEALO &XL EDGE'
CERT.01:AUTH.#294 DO
SPACER ,,'ONAIQ SPACER
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34215 A.LYNN MILLER,P.E.
.5�70�JN S 10OF21 FIFMD P.E.9 58705
[(941)48016A� SGD -6570.0
SILL CLUSTER ANCHORS LAYOUT: SILL"•+"INTERMEDIATE ANCHORS LAYOUT:
ASTRAOALOR ASTRAGAL OR PANEL
INTERLOCK PANEL INTERLOCK— PANEL CENTERLINE
CENTERLINE •'+,• 4n CENTERLINE 4' CENTERLINE! 4" CENTERLINE 4"
J( EH
EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR
2-TRACKCLUSTER•C3' �j 2-TRACK CLUSTER'Or 2-MCKINTRMEMTE \J 2-TRACK INTERMEDIATE \i' 2dRACK INTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS '+I'ANCHOR LOCATION '+2'ANCHOR LOCATIONS w3'ANCHOR LOCATIONS
ASTRAGAL OR ASTRAGAL OR
PANEL PANEL
CENTERLINE 4" 4" CENTERLINE . CENT RALINE— 4" CENTERLINE 4+�
INTERLOCK INTERLOCK-
79
. _ CENTRLWE !..
0
� o e
3.22" EXTER{OR 2 E R�IOR 3.22" EXTERIOR99EERIOR —•-f 3.22"
`J 3-TRACKCLUSTR'C3' 34RACK CLUSTERTY 3-TRACK INTERMEDIATE ' 3-TRACK INTERMEDIATE S•TRACK INTERMEDIATE
ANCHORLOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS
ASTRAGALOR ASTRAGAL OR
INTERLOCK_ INTERLOCK— PANEL PANEL_ NTPANEL_w„
CENTERLINE 4" CENTERLINE 4n CENTERLINES CENTERLINE CEERLNE
4"
�.
lea
0 I I- I I
EXTERIOR --► —3,222' EXTERIOR 3,2� EXTERIOR IEXTERIOR I EXTERIOR 3,22"
b TRACK CLUSTER 4-TRACK CLUSTER 4 TRACK INTERMEDIATE 4 T "�
RACK INTERMEDIATE 4-TRACK INTERMEDIATE
'Cr ANCHORLOCATIONS TV ANCHORLOCATIONS *+i'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+,T ANCHORLOCATIONS
NOTES:
TwoRESPERruHTomETotcrnwHasuL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED,
NOTES: '
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, INTERMEDIATE ANCHOR LOCATIONS 2)TRACK-TO-TRACK
DISTANCE IS 2.376"
2)TRACK-TO-TRACK FOR ALL SILLS:
DISTANCE IS 2.375" 2.376"
FOR ALL SILLS: I L 0 .
PRODUCT RENEWED LYNN
1j
HesdJBHt 42
+1 Building oi�ewllh the Florida .\ pg4 LY ,•�/���
P hook --H7
NOA-No.. 15.1240.01 `��QCT•'y�OEN qF'f�t�p rr j
iwu"CLUSTE ANCHORTiOCATIONto61UExpiration 04/14/2021
ausrEaANcxoRLxAiwNs: tto.58705
L4 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 BY
M10ml-Diule Product Control �6cr tY
ANCHOR LOCATIONS A 10 3 RhOSOWSKfU', ll �ib •i l�j
CERT.OFAUTH.#29283 '•.......3t!,•'���
Hoed18111 I q
.lamb 1 5
1070 TECHNOLOGY DRIVE
,� ,�� II IIII IT
P-Iwo 7 N.VENICE,FL 34276
(941)•480-1000 SGD-5570 NTS 1 11 OF 21 MD-6570.0 1 A LYNNP.E.q 681080$8105.PE
HEAD CLUSTER ANCHOR$LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT:
ASTRAOALOR ASTRAGAL OR PANEL
INTERLOCK 4" INTERLOCK 49 PANEL CENTERLINEi 4" PANEL
CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4"
EXiE— LdR 3.22" EXTERIOTt 3,22" EXTERIOR EXTERIOR 3.22" _9NTERtOR 3.22"
2.TRACKCLUMR'W 2-TRACK CLUSTER'05' 2TRACKINTERMEOiATE V
ANCHOR LOCATIONS 2-TRACK LOCATION �j' 2TRACHORLMETXATE
ANCHOR LOCATIONS '+1•ANCHOR LOCATION v2-ANCHOR LOCATIONS 43'ANCHOft LOGATIOk3
ASTRAGAL OR ASTRAGAL OR
INTERLOCK— INTERLOCK— PANEL PANEL PANEL
CEN7ERI:WE 4„ CENTERLINE 4" CENTERLINE''- CENTERLOdE: CENTERLINE 4„
• —4.76..
EXTERIOR M3.2r
EXTERIOR —� 3.22" EXTERIOR EXTERIOR EXTERIOR •-""K 3.22°
.3-TRACK CLUSTER'C3• V" 3-TRACK CLUSTER'C5' 3TRANCHORCK R CATIONEDIATE ,TL 3.2 CKCTiONTftEt OCATEOk3 vD 3•TRACKINTERMEON7E
ANCHORLOCATIONS ANCHOR LOCATIONS •+4ANGHOR LOCATION VV •+3'ANCHOR LOCATIONS
ASTRAGALOR ASTRAGALOR
INTERLOCK-� n INTERLOCK��—�- PANEL PANEL_ PANEL
CENTERLINE 4 CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4"
EXTERIOR 9.22n EXTERIOR 3.22" EXTTERII4 EXTERIOR EXTERIOR
4TRACKCLUSTER `� 4•TRACKCLUSTER 41RANCHORLO INTERMEDIATE
t7. •I-TRACKIORIACATIONS'+2` 4TRAACKWIE MEDIAE+3'
'C3•ANCHOR LOCATIONS •G0•ANCHOR LOCATIONS
NOTES:
FIGURES PERTAINTOTHE 10 NO XFAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTES: -
iHTERMEOtATEARGiOitLACATKNia
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK
DISTANCE IS 2,375" 2,375"
2)TRACK-TO-TRACK FOR ALL HEADS:
DISTANCE IS 2,376" 2.376°
FOR ALL HEADS; �yI
Flea 33f! 4 PRODUCT WE h the OD Florida `\��y I,YNP!dfljl���i�
F XE aExrAl V0 Jamb 6 NDA-No.
15-1210.01 q��.. �tGENs '••.
OiN$TERANCtiOR LOCATRXta: P-hook 7 i •,I'
EKplration Date 04!1412021 No,60706
VINYL SLIDING GLASS DOOR NOA(LM) 10105I16
By '
Miaml- Product Control
ANCHOR LOCATIONS B m" J ROSOWSKIf[r�ti
3qt 1 CERT.OF RUTH.020296 � OIA=y t�y�i`��•
Jamb 6 1070 TECHNOLOGY DRIVE �$
F-hook 1 7 1 N.VENICE,FL 34276
(941)-480-1800 SGD-5570 NTS 12OF21 [111 MD-5570.0 Jill A.LYNN MILLER,P.E.
P.E.#08705
P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TOIHEFOLLOMGIWB ANCHOR LOCATIONS:
2,376" 4.76" 1. 7.126'
Luj U.06AJ Lu6_AAiAj
21.6" 215' 215 Ma"If —i
MAX, MAX. MAX. Jamb 5
Q.C. U
D.C. D96MMOR O.C. EERI I F-IMR
TO AID IN
OPT.ANCHOR
ALIGNMENT
14,ka 6" ell NOTES:
MAX, MAX. MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN.
FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY
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.
12-1
MAX. JAMB JAMB JAMB
(3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES
PEREND@I"X.500- PER END @ i"X PER END @1'X.50D'
SIL
PER E
)W
R E
EE
END D
NOTCHES
111C
X
H
2-TRACK
ES
.500.
EXTERIOR
S 4 4
SILL SILL
EXTERIOR SILL.
EXTERIOR
EXTERIOR
P OL � 0 -
(3)TRACK WEEP HOLES
ell MAX.
EVERY 24"®1.126" (6)TRACK WEEP HOLE _I (10)TRACK WEEP HOLE
OPT. (1)WEEP NOTCH EVERY EVERY 241"@ 1.126"X.�j
c At
24"@ i.376'X.600" (1)WEEP NOTCH EVERY
ANCHOR EVERY 2V @`1.125W X.19
To AID IN
ALIGNMENT 24'@ 1.376"X-.500" (i)WEEP NOTCH EVERY
24-Q 1.375-X.600'
NOTES.,
1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED
Iyffiv4f
OF ANCHORS REQUIRED IN THE P-HOOK, ascomp gwithttiaFloridu
BuildIng'Wo'do
FIOMOPER'tAVITOTHEFOLLOMOPOCKETOM NOA-Na. 15-1210.01 15'
(PIROOK)ANCHORLOCAMM:
Expiration DaI1004/1412021 71C 1,
VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 -'1, No.08705
— Miami-Do duct Control
ANCHOR LOCATIONS J ROSOWSKI
'-.a 41AI N901
HeodlSiil G3+1 CFRT,OF AUTH.#202)0
;'10NA
Lt
Jamb 6 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 M
1(941)-480-1000 1 IIJSGD-55-10111 NTS jjF1 3 OF 21 9 A.LYNII1 MD-5570.0 [All
FIGURM,0
HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 94°CORNER CLUSTER ANCHORS LAYOUT: oLjoyMEr9RTA'N- 'OTH'
CORNERERL
ANCHORLOCATCHS:
"HH 1 90*
4" 4"
L4 L
L
Lc 4- 4' 4" 4"
7-1
1 - 13 Heowsh! 001
-I 3.2e jaft 3
2-TRACK 00=S 9XIA—MOR L I —
2-TPACK90' OR7ER p-book 7
*CVANCHOR LOCATIONS
u,
(USE WHERE-CYISSPECIFIED) 2-TRACX90r'CORNER
(USE WHERE T.5-IS SPECIFIED) RIOR 2-TRACKSWCORNER EX
'C4'ANCHOR LOCATIONS 'CS`ANCHOR LOCATIONS TERIOR
(USEVMCRE'C3'ISSPECIFIE0) (USEWHERE-05-18SPECIFIED) Cf
&4' 4!' PRODUCTIRE
NEWED
4" compizin
with the Florida
Building Godo
L
NOA-No. IS-1210.01
"L4' ExpImflon Data 04/14/2021
4" 4" 4" 4"
Mlom1- Pro uct Control
�3.22- - y 3.2Z'
EXTERIOREXTERIOR
3-TRACKIV CORNER 3TRACKOO'CORNER -
'04'ANCHORLOCATIONS lu TVANCHORLOCA11ONS 3-TRACK 90*CORNER EXTERIOR 3-TRACKDVCORNER EXTERIOR
(USE WHERE'Cr is SPECIFIED) (USE WHERE ICS-18 SPECIFIED) 'C4*ANCHOR LOCATIONS 'C6*ANCROR LOCATIONS
(USE WHERE 103'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED)
L4- 0 \.�`�Ny YN
4°
4" 4'
L
4"
J
4"- 4"-
7015-A
STATE or- .' N,-
322
54
EXTERIOR 3.22" 4" 22"
EXTERIOR EXTERIOR C r EXTERIOR /j/0NN-
.0
4-7RACKGVCORNER 4-7AACK0 CORNER 4-7RACK90•CORNER 4-7RACK160 0 R
RLOCATIONS
."
'04'ANCHOR LOCA710N3 ANCHOR LOCATIONS LOCATIONS .06'MCHOR ONS
(USE WHERVC3'18 SPECIFIED) (USE WHEREC5P IS SPECIFIED) 15 C4'ANCHOR* lu
(USE WHERE'C3'18 SPECIFIED) (USE WHERE'C5'10 SPECIFIED) A.LYNN MILLER,P.E.
NOTES: PEaseTpO
FIGURED PE FOLLOM090-0011NER
11FADANCHORLOCAMONS: i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
ft VINYL SLIDING GLASS DOOR NOA(LM) JA 10/05m6
go* 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS D 11al J ROSOWSKI
0
Jamb 6 1 3)TRACK-TO-TRACK
P-110ok 7 1 W2,376 1 CFRT.OrAUTH,#29290
DISTANCE IS 2,376" 2,376' -
FOR ALL HEADS AND SILLS 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
1(941)-480-1600 1SGD-5570 NTS 14 OF 21 MD-5670.0
FIGURESPERrAINTOTHE
HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: Fou-ova ai ANCb•CORNERSILL
ANCHOR LOCATIONS:
136
4^ OaX
4"
" o HeedlSHI EXTERIOR 4^ EXTERIOR Phook%TERIOR �
any any
2.TRACK 138'CORNER " 2-TRACK 135'CORNER 2 2-
TRACH 135'CORNER V 7 TF2ACK135'CORNER
'C4'ANCHOR LOCATIONS 'CS•ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS
(USE WHERE-C3'IS SPECIFIED) (USE WHERE'CV-IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED)
4,.
4^ 04•
4" 4„ a Romp C gwiith the Florida
4" Building Code
NOA-No. 15-1210.01
4° Expiration Date 0411412021
0
EXTERIOR EXTERIOR EXTERIOR
EXTERIOR BY
�R 3 22" V Nlinml- Product Control
3.22" V
3 TRACK 135'CORNER 3-TRACK 135'CORNER 3•7RACK 135'CORNER 3-TRACK12V CORNER
'C4'ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS
(USE WHERE-W IS SPECIFIED) (USE WHERE-05•IS SPECIFIED) (USE WHERE*C3*IS SPECIFIED) (USE WHERE'Cy IS SPECIFIED)
1 1/
4" 4" 4" dP
N(LYNN 4�/7�ii��'
4 No.50705_ 6 ;`��`Eq��R EXTERIOR EOF
XTF EXTERIOR . %`4Sr.FCORID�.•'0951
4.7RACK135°CORNER --��_- 4-TRACK136*CORNER rVl- 4•TRACK135•CORNER 4.7RACK135•CORNER �ri1/ONALE���`�
'C41 ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'CB'ANCHORLOCATIONS /,/I I 1111111111
(USE WHERE'C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE-CY IS SPECIFIED) (USE WHERE ICS,IS SPECIFIED)
A.LYNN MILLER,P.E.
P.E.O 58105
NOTES:
FIGURESPERTAW TO THE FOLLOWING iU'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 0VINYL SLIDING GLASS DOOR NOA(LM) 10/05115
HEAD ANCHOR LOCATIONS,
135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS EM4- iSIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, �Jamb 5 3)TRACK-TOTRACK CERT.OFAUTH.429200DISTANCE IS 2.375" 2.375" 2.375" 1070 TECHNOLOGY DRIVEFOR ALL HEADS AND SILLS: N.VENICE,FL 34276(941)-480-1600SOD-5570 NTS 16OF
FIGUMSPERTAVI TOME FMCWNQ
HEAD SPLICE ANCHORS LAYOUT&INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: Spu me 6111MICHOR LOCATIONS�
SPLICE PU*
4- SpL Ce 4!' 1.09AII.
LOCATIOiZ LOCATiON L.9111.0E-
4" 4-
EXTERIOR I=t3.22- EXTERIOR --4 3.22" EXTERIOR 2-TRACK I SPLICE EXTERIOR 2-TRACKSPLICE
'C4" 1 P-hoOX 7
2-TRACKSPUC5 2-TRACK SPLICE .06.
W ANCHOR LOCATIONS' ICA. ANCHOR LOCATIONS ANCHORLOCATIONS _j
ANCHORLOCANONS (USE WHERE-cs,is spicirim (USE WHERE-CV IS SPECIFIED)
(I)SE WHERE'C3'19 SPECIFIED) (USE MERE-CV IS SPECIFIED)
SPLICE SPLICE SPLICE SPLICE
'Puc 1
CATION7, LOCATIO2 IV,
LOCATIOli-I f-4.75' to *4" LOCATIO" 4"/.. N 4"
L
PRODUCT RENEWED
liii4
miscomp Ing with the Florida
EXTERIOR 4!' EXTERIOR 3.2Z' Enf;RIO;t 3.2Z' EXTERIOR 3-TAACK SPLICE BuIlding"gode
3-TRACK SPLICE S-1RACKSPUCF NOA-No. 15-1210.01
'04*ANCHOR LOCATIONS 1W ANCHOR LOCATIONS -04'ANCHOR LOCATIONS 'CSANCHORLOCATIONS
(USE WH ERE'C3*IS SPECIFIED) (USE WKERE-CS'IS SPECIFIED) (USE WHERE W 19 SPECIFIED) (USE WHERE'CW IS SPECIFIED) Expiration Date 04/1412021
SPLICE -4.76, SPLICE SPLICE SPLICE
'VI
LQCATI&W-� LOCATIOR-1 4' LOCAT110f] t4
0
.is
I I — 1 3.
EXTS 4- K- EXTERIOR 3,22' -XTERIOR
Rion [EERIOP. P 22"
4-TRACKSPUrE
4-TRACKSPLICE
4-TRACKSPUCE
4-TRACKSPLJCE "ANCHORLOCATIONS Col ANCHOR LOCATIONS
'"ANCHOR LOCATIONS Ice ANCHOR LOCATIONS (USE WHERE'Cr IS SPECIFIED) (USE WHERE-09-IS SPECIFIED)
(U$EVVHERE'C3'1$SPECIFIED) (USE WHERE-Cv is SPECIFIED) Z: No.50705
jj0TES* 0�
i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
FIGUlkESFERTAINTOTHEFOLLOWMSKICCD 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.F-
IMAO ANCHOR LOCATIONS. FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 0. P.E.#58705
3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10105/16
DISTANCE IS 2.37&' 1 W2.3761 1 W2.376" ANCHOR LOCATIONS F 1141 J ROSOWSKI
FOR ALL HEADS AND SILLS:
CERT.OFAUTH.02 go
4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED
BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE
075
N.VENICE,FL 342
(9411�480-1600 1 11ISGID-5570ill NTS 111 16 OF 21 Jill MD-5570.0
-j
PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES
PANEL.
rypE3 SINGLE OUTSIDE 90' INSIDE9o' OUTSIDE13W INSIDE135" DOUBLE q— ASTRAGAL
INTERLOCK
FMLOCKSTILE •ASTRAGAL ASTRAGAL ASIM(IAL ASTRAGAL ASTRAGhI INTERLOCK r11_1z,[
INTERLOCK INTERLOCK STILE VVI HANDLE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER
INTERIOR OR OUT IN
EXIERKIR GLAZED M LOCKSTRE i.�Pw�n'vv-El DOUBLE
INTERLOCK
INTERLOCK E F PP K L L TC TA TV TW J LOCKME c�.,,,,.,.,,1-EZ ASTRAGAL
OUT
t tf'� ^� X1/'1 c e�j �f�� L�
SINGLE CB H P A V �d {�1„/ 4�A V M SPY �.�/D INTERLOCK C� • INTERLOCK
SINGLE DOUBLE
INTERLOCK &]
DOU
IN p p laoxoto7 mmoo
S71Le ![ I� t� t7 FD FD FY FW A > BOCK �"n^^�"••""C) LOCKBTILE
TawtQUO MOxw)
W AN LLE
W/HANDLE D M U
ASTRAGAL Jt LOCKSTILE
••-1 � J J
AB'
DOUBLE SINGLE
BOX0Ur TJ DS •INTERLOCK ' INTERLOCK
Oman)
rmam Maroon
ASTRAGAL A/ T / I
BOX IN /Y
co x a»
..1 OUT.00'
U fl CEI ER CT CS GF
a.
ASTRAGAL
rip AT AS DF
ASTRAGT. AL
VT VS VF PRODUCT RENEWED
ASTRAGAL as eompTyT'I with tho Florida
RECEIVER Building Coda
NOA-No. 15.1210.01
ASTRAGAL IN' � WT WS WF
Expiration Data 0411412021
RECEIVER
By
Miami- Product Control
LEFTpp�(j RIGHT
PANEL — PANEL
STILE STILE
PANEL TYPE"F"SHOWN.
PANEL NOTES: (LYNN
1)SEE DPIANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE. ti �$,;LtCEN$fi'•,Fy
2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE L9 VINYL SLIDING GLASS DOOR NOA{LM} 10105/15 _ No.?f17D5NOTAVAILABLE. g
PANEL TYPES &� JROSOWSKI
3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80". %71'• IS•b t0�
CERT.OF �•h�` FCORIOP.•'" \���
4)PANEL TYPE MAYBE EITHER EXTERIOR{STANDARD}OR INTERIOR GLAZED,BOTH
TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10, 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)-480-1800SGD•6570 NTS 17 OF 21 MD-5570,0 A.LYNN MILLER,P.E.
P.E.66L705
6.876 10.635 .540 291 061 762
126 4W--560
I"LD 100 .600 030
U�g r-1 062
8,12 P3 DL'003"Ra--1,681 Pf P 19428
.100 f .301-1
JIHI Q Q f FRAME SCREW INTERLOCK CAP,
2 TRACK HEAD/JAMB4 TRACK SILL COVER(PVC) ANCHOR PLATE @ TRACK INSERT EXTENDED POCKET 5,178
1.00.0 .262 231 '060 2.060 .100 o-
8.2 t .032 1.013 080
8.26 1,435
100 .94
Ej ON 1.983
I . &--,002 tSILIL 7TRACK
BOTTOM RAIL @ FRAME 15ILL P-HOOK ADAPTOR @ P-HOW,
SUPPORT ADD-ON @ COVER
3 TRACK HEADMAMB @3TRACK SILL 094 125
64 640 201 061 .229 21176 fit-' 2-141
.0 .075
100 0 1---2.007--1 iA06
ED --T ril.062 I =j
1.813 1 1 -j .329
E:=1.681 @ EXTENDEDBAR COVER REINFORCEMENT (811EINFORCEMENT
I�00 fw� A KEEPER KEEPER* BAR @ FIXED PANEL CLIP PLATE
@ 4 TRACK HEADMAMB 02 2 TRACK SILL
Z838
- 1,670 f-f T
1.626 1.695 - 1.595 t--
,089
3A83 09 A26 21696 .080 217�3
rl 4.279
.070 4.635
2.833 2.368 2.76 A00- 2.768 F F� .100
L300 8 2.026 .312 7-210 07' INTERIOR JAMB COVER
4 1--.1813 1 -1-t �D
Ml- .182 .0-27104 1.876 1-- PRODUCT RENEWED
.114-t-- A20 482 .120 2.291- .100 with the Florida
15-1210.01 @
@ INTERLOCK.300 TOP,BOTTBOTT@ INTERLOCKA00 @ASTRAGAL @EXTENDED POCKET @ INTERLOCK @PANEL STILE,
@ ASTRAGAL ADDON- Top A-No.
AND STILEOM AND STILEOM REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER AND BOTTOM RAIL ND
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration vato 0411412021
REINFORCEMENT 3.326- f�-3,346 NOTES*: By
3.4572 1,4712 1)SEE SHEET 4 FOR Miaml-D Prod.act Control
125 3.713 `
' 090 5 3.2109 126 .060 3.713 3.345 SILL RISERS.
2A76 .046 1. 00 3,247 06() 2)SEE SHEET 20
.0701 t .066 19 FOR SCREEN PARTS.
.200 1.170 .229 3)ALL DIMENSIONS
.@13§*CORNER 135°CORNER @135*CORNER @135*CORNER @OV CORNER QD'CORNER @ 90*CORNER IN INCHES.
ASTRAGAL PASSIVE MOUNT ASTRAGALCAP ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP, ASTRAGAL CAP,
EXTERIOR INTERIOR EXTERIOR INTERIOR Ix
.210 262-1-1- 173
j
885 VINYL SLIDING GLASS DOOR NOA(LM) o,58705
1.2e1 .002 1.261 1.261 f12 6
1.261 t2 i
EXTRUSIONS tj J ROSOWSKI r<
1-3fl
@ 7/10" 09 lil A I -'40plup....C9
1070
@ 7116" -ill
SQUARE BEAD BEVELED BEAD BEVELED BEAD @ 10GEE BEAD OGEE BEAD CERT.OF AUTH.h29200
1070 TECHNOLOGY DRIVE RAI t,,0NAIi
11 17 )I i I I I I 11,
N.VENICE,FL$4275 il A.LYNN M LLEPI P.E.
(941)480-1000 iliSGD-5570111 NTS III 18OF21 Jill MD-6570.0 F.E.0168705
1)INSTALL k-1-1 2)INSTALLCLIp HEADER BLOCK TO HEAD JAMB TO HEAD
CLIP INTO 1> INTO FRAME ATTACHMENT
(4)ANCHORPANEL A.-I 0. JAMB& HEADER ASSEMBLY
TYPE AS USED INSTALL ONE BLOCK 04 BLOCK
IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK
TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL
(3)#lox ONE BLOCK THAT (3)#8X
sa 1.b"SMS SPANS BOTH PANELS. go 1"SMS
I 1 9
FIXED FIXED PANEL CLIP
INSTALL ONE CLIP AT THE
8X(2)1/4-
PANEL MIDSPAN OF EACH FIXED 2-114"SMS
CLIP PANEL-TO-FRAME JAMB LOCATION.
98XII,
Sm
HEAD
H�
BL
L
(4)410
s BAR COVER X2"SMS
22 REINF#BAR R
01 B X
1-11W4 SMS
_SMS
1KEEPER is
to
JAMB TO KEEPER TO
SILL ASSEMBLY ATTACHMENT
LOCKING JAMB
PRODUCT RENEWED
as cornplyfull with thi)Florida
REINFORCEMENT PLATE fluilding coda
ATTACH WITH#8 X I-IN' 4-PANEL, NOA-Ho. 15-1210.01
@ 344/2'MAX O.C. oxxx SHOWN K KEEPER
&\ Expiration Data 04M4f2021
S
"2V
(4)#IOX
2"SMS
INTERLOCK INTERIOR
INTERLOCK
COVER
INTERLOCK NOTES EXTERIOR t
24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I lilt,
2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING.
BOTTOM RAIL #lox 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.
SUPPORTN2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
(2)#10 X I-SMS :, CO ,50. ,105
VINYL SLIDING GLASS DOOR NOA(LM) 11110/0/15
8
THROUGH SUPPORT,
INTO PANEL&� PANEL ACCESSORIES INSTALLATION
lox
ASSEMBLY S
INTERLOCK SILL RETAINER I-i/2"SMSt. S7'r
CLIP ATTACHMENT
ALL PANEL CORNERS CERT.OF AUTH.#29268 WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE '/C)jqA1-
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34276
-F1 A,LYNN LLER.P.E.
L(941)-480-1600 I 11ISGD-5570111 NTS [I j�OF
7V Jill MD-5570.0 lill
BOX SCREEN DETAILS: rr,, STANDARD SCREEN DETAILS:
Do
( 1126 121
106 02 6 123 433732 129
tit
t3o
108
ile
HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE
EXAMPLE
33 1027ti 32 131
log DO, r"_1 121
LION
rM I OR&R(D 122
100 HORIZONTAL SECTION EXAMPLE
iii
112 120
1104 P'Kj0R_1Z0NTALSECTION 117 1.081 1-1-081
102 EXAMPLE 1.202
1.778 1.776 a.035
876— Y-A YJ .045
.875 1.020 *05' �_.050
F (RSCREEN SCREEN SCREEN OXO
FRAME SIDE RAIL, ISASTRAGAL
903
9 LH 1.T RAIL LATCH ADAPTER
1.9j99 1.9103
002 PRODUCT RENEWED
@BOX SCREEN (9BOX SCREEN (qB0XSCREEN as corn In with the Florida
aug pWox
TOP RAIL BOTTOM RAIL SIDE RAIL - 1.436 F ng a
.726 NOA-Ma. 15-1210.01
127 .7053 Expiration Data 04/14J2021
0 040
7n1
'/-eOR(B 1,020 1593 1.3-f3 128
082 Miamt Dads duct control
its VINYL @FRAME SILL
A24 R,@ Ob ASTRAGAL SCREEN
0 91 065 1.833
124 ADAPTER ADD-ON
4 I-_,372
r_1 RiL - r_1
1103 BOX
SCREEN lot
WOOXXOSCREEN
INTERLOCK SNAP-ON ASTRAGAL
VERTICAL SECTION BUG FLAP ADAPTER
EXAMPLE VERTICAL SECTION ,11 r1j
EXAMPLE NOTES:
I)ALL DIMENSIONS IN INCHES.
13
.055
^�►y - 11.407 1 060 VINYL SLIDING GLASS DOOR NOA(LM) 10/05115
1.510 No.6
ro,5,006 --11.487 JISCREENDETAILS J ROSOWSKI
( @BOXSCREFN -AD
St Tr F sBOXSCRF T
tae SCREEN HE
ASTRAGAL ILLAOD-ON AND JAMB ADD-ON
ADAPTER
1070 TECHNOLOGY)RIVE
N.VENICE I,FL 34276 10AIA
(941)480-1 JISGD-5570111 NTS ill 200E 2i Jill M A'Y �A
600 D-5570.0 Jill
REP&706
TABLE C: TABLE D:BOX SCREEN
# part# Description Mataga{ # Part Description Material # I part# I Description Material
1 19001 2-Track Head/Jamb Rigid PVC 42 10086 Sill Riser-(2.112.") 6063.78 Alum. 100 12260 Box Screen Top Rall 8083 T6 AI
2 19002 2 Tratk 801 Rigid PVC 43 19022A Silt Riser-(31121) 606370 Alum 101 12267 Box Screen Bottom Ralf 5003 T5 AI
3 19026 3-Track HeadUamb R91d PVC 44 1902M Su Riser-(4.1118") 6DO&TSAlum 102 12268 Bax Screen Side Poll 64S376Al
4 19028 37rackSill Rigid PVC 45 IOD24A Sill Riser-4610" SOB37OAlum 103 04420 Box Screenlntedock 8003.76Al
S 19027 4 heck Heedtlsmb Rigid PVC 60 T160o9W ,187"x,320"Finaost(Stile) 104 17347A Box Screen Snap otr Bug Flop 6663 TO At
8 1 10028 4.71rack SW Rigid PVC 61 71895K 1-112'x V x 314"Fin Seat Oust Plus 106 84345 Boa Screen 0X0 Astragal Adaptor 8083 TOAD
7 18009 Frame screw Caner Rigid PVC 62 71696 Dust Plug 108 17349 Box Screen Astragal Adapter 606375 At
S 18031 Anchor Plate 6083•TS Alum, 60 419041 interlock Cup Cover PVC 107 10039 Box Sateen Frame sin Add-at 6003 TO At
9 18007 'Oath-lased ODOM Alum. 61 78163X Tandem Roller Assembly as 100 19038 Box Sewn HeedlJambAddon 80637OA)
10 10084 interlock Cap-Extended Pocket Rigid TO PVC 62 78463N Tandem Roller Assembly Nylon 109 72DXIX 11 x VMS T Reil SS
11 19M Bottom Rail Support 8063-TO Alum. 63 78Xt6FP7X #8 x 314"Ph.FH SMS @ Railer&Reint SS 110 72OXI12X #14.20 x 1.1/2"MS 0 Bottom Rap SS
12 19M Outer SOI Coyer 8003.70 Alum. 64 419042 Fromo Header 8look Nylon 111 717WG Wet ,.270"x AW'-Fin Seal
13 19011 Sin Track Cover Rigid PVC 66 48062 Roller Ad).Hofs Plug
PVC 112 01006K Wetp,.187'x.60(11 @Bug Flap
17 1W32 P-Hock Adapter 608346Atum. 66 44385 4Note Bumper Stap PVC 113 78RAZ Standard Roller Nylon.
18 19020 P-Hook 808370 Alum. 67 78X714FPTX #8 x 1.114"Ph.FH SMS @Bumper Stop 6s 114 7SRAX NO Roller as
18 1804TH Extended Keeper 8063-70 Aium 60 716980 Sul Plug PVO 1115 we" Scrssn taking Nerdxaro Sisal
20 ID020M Keeper 006370 Alum. 69 76106X Gembd Mediae Look wilong Tdm plate SteeuSs 110 419053 screen Keeper Stool
21 19014 Reinforcement Bar Cover Rigid PVC 1 70 71032XiFPFX 10.32 x V PILFH MS @ Lock SS 117 76XIPPA #Sx i"Ph.PH SMS Steel
y 22 19030 ReInImementBor 604S•TSAlum. 71 verles Hands,Kit Caet2lnc 110 10971314 Season spuno-.IW'&.185" Vinyl
23 19D37M Fixed Ponel Clip 00037E Atom. 72 19054 Interlock Retainer CUP Nylon 119 161602D Screen doth Fiberglass
24 1t1D36M Reinforcement Plate 60037Ti Alum 76 Kommerling 4SO TPS Spacer System
25 19D17M Top Rall,Bottom Rail and Locketila 6006.76 Alum. 6 QQuanex Super Spacer nXr mlh Hot Melt Sulyl Seo shoot TABLE E:STANDARD SCREEN
28 10048 Reinforcoment Composite 77 Quanax Dumssal 10for # Part# Daea(pttan Material
27 1901811 interlock.300 Reinforcement,Std. 800575 Aium, 78 Cardinal)0.Edge Spacer Materials 12 12033 Screen Frame Reil 8083 T6 AI
28 19012M interlock.401)Reinforcement,HO 8006.76 Alum. 79 Dow Corning 995 or GE-7700 Backbodfing Silicone 121 12020A Screen Frame-Side Roll(Latch) 6083 76 Al
29 119019M Astmgol Rebrfarcement 600&76 Alum, 80 19090 7116"square Bead Rigid PVC 122 17363 Screen OXO Asuagab Adapter 6083 T6 AI
30 19003 Extended Pocket Interlock Adaptor 6D03TSA1um. 81 7110"Devoted Bead Rigid PVC 123 4S53K Screen Vinyl Astragal Adaptor Rigid PVG
31 19000 interlock Adaptor Mold PVC 82 10044 1-1118"Beveted Bead Rigid PVC 124 100128 Frema 8111 screen Add•cm 6083 TO Al
32 19008 Astragal Add-on RWd PVC 83 19046 1.1116'Ogee Bead Rigid PVC 125 8FP25K Bug Flap,85+/-6 du% Vinyl
33 19004 Panel Stals,T Bottom Roil Rl id PVC 84 19018 1.3118'Ogee Bead Rigid PVC 120 78X112PSATS #8 x 1-112"Ph.PH SMS(Assembly) 8S
34 19040 Interior Jamb Coyer 6063.10 Alum. 85 71726K Iselthig Block 1f2"x 4"x 1118',85+6 6 dura Neoprene 127 712071 Comer Key Whsal Assembly(Standard) Ntlon
36 19078 135"CometAairagal OWMAium 88 7172SK ISelting Block 1"x 4"x 1116",05+1.5thrro NeoIxene 128 71202758 Comer Key' Assembly(HD) SS
38 19077 135°Caner Astragal Passive Mount 6063Te Alum. 90 781PSTX 1#11 x 1"Ph.PH SMS @ Frame Assembly SS 128 wades Screen Locking Hardware Steel
37 19079 135°Cana Aatragab Cep-ExL Rigid PVC 91 76XI14PHPT41OX #8 x 1.114"Rh.PH BMs f@ Raint Bar S6 130 710X34PPSDAX #10 x 314°Ph.PH SMS @ Sorean Ast. SS
38 19080 135`Comer Astragal Cop-kat. Rigid PVC 92 710XiPHPT1&OX #10 x 1"Ph.PH SM9 @ Rall Su on as 131 78X12PPSMSX #B x 112'Ph.PH 9118 @ Door Ast. 6S
39 19078 90'Caner Aetmgol 6003 T6 Alum. 93 710X715PpX #10 x i•1l7'Ph.PH SMS @ Fxd.PnL Clip SS 132 18921314 Scrasn Spuna-.145' VIS
40 19081 90°Corner Astragal Cap-Ext. I Pigld PVC 94 710X2612111PTiS•ex #10 x 2-112'Ph.PH SMS @ Reb at Pletelmt, as 133 1816C20 IScrorm Goth Fiberglass
41 19052 9V Comer Astregal Ca •Mt. }d PVC 95 71420X2.26FPFX #12 x 2.114"Ph.PH SMS @ Hdr.Block SS
96 710X1.76PPX #10 x 1-314"Ph FH SMS @ Keeper SS
97 710X34PPX #10 x 314"Ph.PH SMS Q Ext.Pkt.int. BS PRODUCT RENEWED. t U 11 i r r
as oom 1y1na with the Florida yyyvv 1 r�lf
nurldtng Cada .�`�ON ..........
......I-YNI•
NOA-No. 15-1210.01 y�� 1;•L,yCEtJSC'••
axpiratlon D 04/14/2021 '
ViNYL SLIDING GLASS DOOR NOA(LM) 16105115 8y �� 7C: Na.60705
Mloml- Product Control 'y4/sf--'^-!-i;'
- �PARTS LIST �� J ROSflWSKi r•ci•: +!SIIbtO 'W
,Tare r rJ.`
CERT.OFALITH.#20206 a�� �'.�.'• 'a'tORIQl`,.•'•�i�1�`
NOTES: a a 4C tQP1A1. •'
E
I)ITEMS#14.18,48.49.63.69,73,74&87.89,00&09 ARE NOT USED AND 1070 TECHNOLOGY DRIVN.VENICE,FL 34275 �JSGD-5677011
gARE NOT PART OF THIS APPROVAL. (841)-480 1800 NTS 21 OF 21 MD-5570.0 d A.LYNN MILLER,P.E.
P,E.a MILLER,