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Pro"'i al i product Approval
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R'e9 uiation
Product Approval Menu>Product or Application Search>Application List>Apppcatlon Detail
FL# FL239-R22
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.
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/Emall 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/14/2015
Date Validated 09/18/2015
hfps,.//www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquSlBuBCAEmBE70C3MC3PG4GLkskJxsEs%3d 1/3
1/25/2016 Florida Building Code Online
Date Pending FBC Approval
Date Approved 09/18/2015
Summary of Products
FL# Model,Number or Name Description
239.1 SH -200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0528.22.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2016
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0528.22.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:
239.2 SH - 500(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use . Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.12b.odf
de HVHZ:Yes Quality Assurance Contract Expiration Date
res,
act Resistant:Yes 01/08/2019
re: /A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0612.12b.rdf,
(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:
239.3 SH -600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.07.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/26/2021
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.07.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:
239.4 SH - 700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.08.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant,Yes 03/26/2021
Design Pressure:N/A Installation Instructions
Other. Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.08.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:
239.5 SH -800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.02 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2017
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.02 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:
239.6 SH -800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.03 SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.03 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
hflps://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDquS1Bu8CAEmBE70C3MC3PG4GLkskJxsEs%3d 213
i
MIAMI-DADS MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
N CEPTANCE NOA www miamidade.aov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve
the right to have this product or material 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
Cnde, including the Hipji Velorit�Hurricane Zone.-
DESCRIPTION:Series 11SH-500 Vinyl'White PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
Impact", sheets 1 through 11 of 11, dated 08/07/08, with revision D dated 06/01/15, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
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 inanufacture 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 NOAH 13-1009:05 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E:
NOA No. 15-0612.12
CMIAMIiIDADE COUNTY Expiration Date: January 08,2019
Approval Date: July 23 2015
�j ! Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-0820.14)
2. .Drawing No. 5191-1; titled "Vinyl Single Hung Window, Large Missile Impact",
sheets 1 through 11 of 11, dated 08/07/08,with revision D dated 06/01/15,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of a series SH-500 vinyl
single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No.FTL-5710, dated 08/13/08,signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 08-0820.14)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an outswing French door,
prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated
10/31/08, signed and sealed by Joseph A. Reed,P.E.
(Submitted under NOA No. 08-0820.14-For Reference only)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with F13C-51"
Edition(2014),dated 06/05/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manu Per ,P.E.
Product Contr 1 E miner
NOA No. 5-0612.12
Expiration Date: January 08,2019
Approval Date: July 232015
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for
their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
02/07/13,expiring on 12/26/16.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-51'Edition(2014),dated
June 1,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series
"SH-500 Vinyl"White PVC Single Hung Window-L.M.I."approved on 11/14/13
and expiring on 01/08/19.
Manuel Perez,
Product Control Exa i r
NOA No.15-06.12.12
Expiration Date: January 08,2019
Approval Date: July 23 2015
E-2
GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS
1.GLAZING OPTIONS: SHEET
GENERALNOTES....................................I
A.31W LAMI I.G.GLASS COMPRISED OF(1)LITE OF'118"TEMPERED OR ANNEALED%ASS, AIRSPACE AND 51`18-LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS....................................... 2
OF(2)LITES OF 1V ANNEALED GLASS WITH AN.080 INTERLAYER OF BUTACITE tUPVB BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3
B.718"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8'TEMPERED OR ANNEALED GLISS, AIRSPACE AND 5116'LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS............................. 4
OF(2)LITE$OF VW ANNEALED GLASS WITH AN.080 INTERLAYER OF BUTACITE Q4bVS BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................6
SECTIONS,BOX FRAME........................6
2.CON PARTS,UST...........................--...........7
EXTRUSIONS. 8
ESIGN PRESSURES:+601-70 PSF(ALL GLASS TYPES LISTED ABOVE) ANCHORAGE iw�Z'i&*�i"E'
ANCHORAGE DETAILS,BOX FRAME 190
A.NEGATIVE DADS BASED ON TE���2ASTIM E 1300. ANCHORAGE DETAILS,LF.FRAME 11
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C.IF A TEMPERED CAP IS USED MAX DP IS-501+50 PSF,
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION,
SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
6.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF
INSULATED GLASS UNITS MUST BE TEMPERED.
6.REFERENCES:TEST REPORTS FTL-6710.
ANSI/AF&PA NOS FOR WOOD CONSTRUCTION
ADM ALUMINUM DESIGN MANUAL
QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS)
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
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1:50
40 41 M
OPTIONAL DAYLIGHT 31
OUTSIDE FLANGE OPENING
40 41 F ED 32
DAYLIGHT OPENING FIXED 35
TYP.YP.
MAX.WINDOW WIDTH 36
HORIZONTAL SECTION o
(BOX FRAME) ML. 5 - 9
WINDOW o
HEI HT
g 11
. M
40 41 DAYLIGHT
OPENING
S SH
2 PRODUCT REVISED
as complying}vilh tho Florida
Pailding Code
4 40 41 13 AcceplancallolS—eYo12.12 ,q
Px iratlon Date
HOT
WELD Mi
11 Mihmi ede Product
tunrll
o Ax LYNN 41,���,,'�
HOT WELD CORNER ASSEMBLY VERTICAL SECTION _ No.50705 k'
(BOX FRAME) (BOX FRAME) 4 _ �571i
`
wwef twr• nntrv,r oapma :n��`••. ST T :W�
SC 0"145 D NO CHANGES THIS SHEET SEC TIONS,BOX FRAME LL�� FccRIOP.••' ��;
A�rYbia 10714TECHNOLOGY DPNE
D.G. fyPAW o'faw B NO CHANGE THIS SHEET N.VENICE,FL34275 "` ///rslonlr^,1-�c11
P.O.110X 1528 Vln I Single Hun WIndoW,Le a Missile Im 8Ct
d.I 1mDmT C NO CHANGE THIS SHEET ed. A.LYNN IvfILL�R,P.E.
Istx cora t N.VENICE.FL 34274 Visibly Better SH50G Half I$ all5191-1 D FL P.E.#58705
D.G. 08107/08 FL COA#20M
ITEM DWG N0. PART# DESCRIPTION ITEM DWG N0. PART# DESCRIPTION L-803 215
1 9521 65183 PTTEGRAL RN FRAMEFEAD&JAPM 7AT'LAM I.G.GLASS:1/8'TL3�R�OUf6OAR0-
2 9871 69871 BOX FRAMEHEADBJAI.� 31 AIRSPACE-1/8"AMEALED-.OWBUMaTE®PVB
3 9520 65164 BOXGRALFWFRAMESILL NFEtLAYER-118"ANNEAL®5118'LAM) o
718'LAM LG.GLASS:I/B'ANJFAL®QUTBOARD-
4 9870 69870 BOX FRAME SILL 32 AL7SPACE-1/g^gNJFALED-.090"BUMOT�PVB .035• ITEM 40,
5 7940 65102 FVMMEUNGRAL PIrERLAYER-Vfi"AMFAL®5116'LAM)
6 7126.1 65103 METING RALRDNFORCE1VENr 33 I.G. BEAD
7 7942 85109 SASH STOP MAT'L:White Ridged PVC
8 8873 65117 13ALANDEOOVERS 34 by Quanex Building Products,Inc.
r12
7092 65105 SASH NrEMOCK 314"LAM LG.GLASS:IIB'TH+F9i67OUTBOARO' DWG NO.6492
61644W VSTP.,.187X270FNSEAL 35 AEWACE-119'ANNEALED-.090'BUTACITE2PVB 828
7092.1 65114 SASH RBIFORCEM9dr MEB.AYEi-116"AMLFAL®(5118"LAluij
7093 65108 SASHSDERAL 272
3(4'lAM LG GLASS:I/B'AMlEALE OUIBOARD-
7745 65113 SASH LIFT RAL 36 AMPACE-1/8'ANWAL.ED-.0'90•'BUrACM26 PVB
1669 71669SP MR SUPPORTELATE - NTFALAYER-1/8^AMEALED 5118'LA 158110 71694 TLTBALANCESHOES 37 ITEM 41,
1686 7FAHI W PIVOTBARS 38
17 76208SLAW CAM SWI3EPLOCK 39 SILICONE DOW 1199 SDL BEAD
18 76133SLKW CAMSINPLOCK KEEPM 40 6492 85112 GLAZING BEAD MAT'L:White Ridged PVC
18 7MVW WFEPFDLECOVER 41 6483 65148 SCI GLAZING WAD
20 767510-. 10iTLT LATCH by Quanex Building Products,Inc.
21 7675LKM LHTLTLATCH DWG NO.8483
'22 71669SP ALUMSCRBNSLRPORTPLATE 23 71038W NWALLHDLEPLUG NOTE:
24 71684K SETING BLOCK ALL EXTRUDED VINYL MANUFACTURED
BY QUANEX BUILDING PRODUCTS,INC.
25 716MAK SEITING BLOCK-SELFACHMNE
28 76X1FPrM 6 X 1'FH TECH(410 SS PANT
27 7612FPrWX 6 X VT FH(410 SS PAMEC)
28 76X2TPA410X 8 X 2"TH VNYL SQiEW SS
29 78X114FPAS41OX#8X1114'
30 BXIFPAX #8 X 1-
.44041
{I� 1.235 .870—�{
I OBOE I PRODUCInRwith IhD
as complying with IM Flarlde
17 050 01]1. .5 BulldingCode1• 7 AcapI-,a Not •0 .t
1.018 Br i_,!a. aro )9=
.065
.063 Mlhni Pr t vot
ITEM 11, _ .
SASH REINFORCEMENT
MAT'L:Alum.(6063-T6)
ITEM 5, ITEM 6, ITEM 9, DWG N0.7092.1 \`�.��ONV LYNN
FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK :''
MAT'L:White Ridged PVC MAIL:Alum.(6063-T6) MATL:White Ridged PVC _' N..58705
by Quanex Bullding Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc.
DWG NO.7940 DWG NO.7092 =v '• -] 11 Is `
-
sc OfiPo1/15 o NGcwwces7NISSNEET PARTSLISTANDEXTRUSIONS FtoRlo�
R.WBYm 1070 TECHNOLOGY DRIVE iM i�l�'••••....••'' ,�2\�
D.G. iP/1NN6 B ADDEODIMENSIONSTDALUM.EXTRUSIONS N.VENICE,FL 34276 vinyl Single Hung Window,La a Missile Im act
JJ f0/D7/i1 n.HrrLL C NO CHANGE THIS SHEET P.O.BOX 1549 �,�y,� � sr+.e o..gHo ' A.LYNNIM(LL R,P.E.
D—�„ a� area nbe N.VENICE.FL34274 VLdGly Beeler 9H500 NTS 7 d 11 5181-1 D FL P.E.#58705
D.G. 08/07/08
OPTIONAL
.250 FLANGE 3.250
—3.250
L-j 111 7
2. 84 .040 1 2. 84
❑
I ll]IF
---.040 2.(00 Lil.040 n�
.0066
ITEM 2,
ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB ITEM 4A
MAT'L:While Ridged PVC MAT'L:White Ridged PVC OPTIONAL ITEM ,
ZOPTIONAL by Quanex Building Products,Inc. by Quanex Bulldn?Products,Inc. FLANGE BOX FRAME SILL
FLANGE DING NO.9285 DING No 9288 MAT'L:White Ridged PVC
by Quanex Building Products,Inc.
U DWG NO.9286
OPTIONAL
FLANGE
.2 —1.647-1
1. 47
Cr
3.25 PRODUREVhthaFtaridt
ISED
40Acaeptanaa No
ITEM 12, ITEM 13,
.060 SASH SIDE RAIL SASH LIFT RAIL
MA*rL:White Ridged PVC MAIL:White Ridged PVC
by Quanex Building Products,Inc. by Quanex Building Products,Inc.
DING NO.7093 DING NO,7745 LYNN
ITEM 1, INTEGRAL FIN HEAD/JAMB
MAT'L:White Ridged PVC by Quanex Building Products,Inc. tio 68705
DING NO.9287
By. Dw rAdm- - -77179
so RD NO CHANGES IM SHEEr
S
RdRy- — —--------
1070 TECHNOLOGY DRIVE o'
Rk
B
N.VENICE.FL34275
D.G. 12/194M B NO CHANGE MIS SHEEr
R.C VZn vI Sl 19 Hun indow,Large Missile Impact
oc
ij la,07/11 C NO CHANGE THIS SnEET P.O.BOX 1529 P no ugW
N.VEN1C#,FL342
ch-way D-w 74 Al I P.E.
D.G.—:07 D FL P.E.#58705
ANCHOR QUANTITIES ANCHORAGE NOTES FOR BOX FRAME:
TABLE 11 WINDOW WIDTH
View 1.ANCHOR TYPES: 1-#10 SCREWS
2'-3/16"ULTRACONS
Fixed Sash 111 16 20 24 28 32 36 40 44 48 521/8 (CONCRETE OR GROUT-FILLED CMU)
2.ANCHOR LOCATIONS ARE BASED ON THE
36 24 FOLLOWING DIMENSIONS.
1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 HEAD- 6"MAX.FROM TOP CORNERS
JAMBS-9"MAX.FROM TOP CORNERS`
W 25 45 30 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 (`NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT)
6"MAX.FROM BOTTOM CORNERS
N 30 `� 1 1 1 1 1 1 1 1 2 1 2 1 .2 1 2 1 2 2 4"MIN.BELOW MTG.RAIL
SILL-ANCHORS NOT REQUIRED
D "
0 35 62 112 42 1 2 1 2 —172- 1 1 2 2 1 2 2 2 2 2 2 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
W
40 48 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 NOTE 2.
H 45 54 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
_2F_2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3, OPTIONAL FLANGE.
E
50 60 5.FO EGRAL NAIL FIN FRAME ANCHO SEE SHEET 11.
I 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3
C' 55 fib 111 WINDOW
H 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 4 �----52
T 60 72 ffi32 j23 2 3 2 3 2 3 2 3 3 3 3 4 3 475 3 3 3 3 3 3 3 3 3 3 3 4 3 4
Example:52.125 x 75 For 111 Window s —
3 t Anchors required In the head
- -
Anchors required below the MTR — — — —
Anchors required above the WR
Example:52.125 x 62.500 For View Window s VIEW WINDOW PRODUCI•REVISED
52118" a enmplyingwiththoFlorida
1TuilptgCoda 16-pbI2•IQ
3 Head- 3 I I I I Asse tang No
L
x Dnte 9
3 4 2 2 Sash' do Pro I Control
Fixed" AH FIXED
WINDOW HEIGHT FOR ANCHOR QLjANTrry IN HEADAND
ABOVETHEMTR ANFORVIEVVWIDOUSETHEVIEVVS S�HWINDOW HEIGHT FOR ANCHOR QUAP(iffY BEIOWTHEMTR 621/2" LYNN��/4��i�i�i
MAXIMUM HEIGHT FOR VIEW WINDOW 0 621/2"• '�IceNSF
IMU •;Fp
4H SASH No.58705 zIt
NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE.
• w.mer. u"� B"Nvbc - Dwotlbe _- •'� •• c"TATEdF" •�LLIw�
SC D&U7/1E D ADDED GROUT-FILLED CMU ANCHORAGE SPACING '-U�` PLORtpa •'•\�
0.O. �121110)8 B ADDED ANO MODIFIED YIEWWINDOWEXAMPLES ECH
SnVdW. 107N.VENICE�FLO34Z751� 1C,, Vin 1 Sln le Hun Window,La a Missile Im act ,NOCHANGErHISSHEET P.O.BOX 1520 s"„"�,,,� ,� a.. a,"nx n. pLl/ISN'MILLER,P.Aarm� l aen N.VENICE,FL 34274 Vtdbry Better SH5009 a 11 5191-1 Q FL P.E.#58705
D.G. /08
�+ 1/2°MIN.EDGE
#10 SCREW
1/4"MAX.SHIM MIN.EMBEDMENT
13/8"MI EMBEDMENT
2x WOOD BUCK
(SEE NOTE 3)
1/2"MIN.EDGE _
OPTIONAL
FLANGE _
1t4"
MAX.
SHIM
#10 SCREW
2x WOOD BUCK
OPTIONAL FLANGE (SEE NOTE 3)
JAMB W/BOX FRAME HEAD W/BOX FRAME
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
1x WOOD BUCK EDGE DIST.
(SEE NOTE 3
1-318"MIN.EMBEDMENT
1-3/8"MIN.EMBEDMENT
2.9 KSI MIN.CONCRETE—`�i.}•t•.?'_.., .••+•- a
OR 1.5 KSI MIN.GROUT '�•
1/4"MAX.SHIM }+— M FILLED CMU
•. EDGE DIST. OPTIONAL
FLANGE
.e SEE NOTE#1 FOR EDGE 1/4"
•t i DISTANCE REQUIREMENTS MAX'
O " FOR CON CRETE OR CMU SHIM
r•y 3/16-ULTRACON
1x WOOD BUCK 3/i8"ULTRACON
DPTInNAI PI (SEE NOTE 3) •-`,,,,
JAMB W/BOX FRAME HEAD W/BOX FRns AME PRODUCEBE ththc
' mmptying ivith.thoISED PtU7iCtr
ROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Amps nCOdC
-W
ActtPtnnco No IrJ'O(o t2
1x BUCK OPTIONAL 1x BUCK OPTIONAL ea-7Il1i0nDate iq
TES:
BY
ado Pt
1.FOR CO E(MIN.2.9 KSI)APPLICATIONS 1N MtAMt•DADE N ONLY MIAMI-DAD PROVED 3/18°ULTRAC4N,EMBEDED 1318"MIN., Mitnii uet
DISTANCE OR
TO CONCRETE EDGE IS 1"MINI O GROUT-FILLED CMU IS 2.5•
2. FOR WOOD(G=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 13/8"MIN.. 11 I I i I r r
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT `�� {VY N 4
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD �` ION,• ""' {F ��
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. `��t ;• CENSS .Pit��
4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER Z it: 0 58705 _
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL N
BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM:IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED.
SC 069t/tb D INCLLtDEOMiNtAfttMStt9u^TRA7EREOt17REhiENTB u�twk .,• vT TIE4
D.Q. !7!18218 Q B NOCNANOE THIS SHEET 1070 TFCHCE,FL3427S ANCHORAGE DETAILS-
BOX FRAM& aiC`��.,
JJ ramntr R c'"�"` NO CF4WQETNISSHEET P.O.BOX 1520 Ac Wh 1 Sln is Nun Window Large Missile Impact l�}S/Ol�NA r`
~ o.� a oaa anK N.VENICE,FL 34274 y (�j B�eter "" "*� — '"'"ro'b "^ A.LY�lIV UIILLER,P.E.
D.G. 0&07/0 SNSm NTS 10 w 11 5191-1 D FL P.E.#56705
2x WOOD BUCK
(SEE NOTE 2) �-1.430'MIN.EMBEDMENT
1/4"MAX.SHIM-1 .120"DIA.x i 112'ROOFING NAIL,® 2x WOOD BUCK
5'MAX.FROM (SEE NOTE 2)
CORNER&4118"O.C.. F
—1.430MIN.EMBED 1/2"MINEDGE 114'MAX.
"aa
�J8
O.C..
SHIM
OPTIONAL
1 OPTIONAL
FLANGE FLANGE
1/4'
A y 1/2"MIN EDGE
IM
20"DIA.x 110 ROOFING NAIL, SHIM
A Pr
2114"MAX.FROM .1,2TDIA.x1la�ROOFING NAIL,
ORNER&4 118'O.C.. 5"MAX.FROM/ 2x WOOD BUCK
OPTIONAL FLANGE 11/2ici MIN EDGE. CORNER&4116'O.C..A (SEE NOTE 2)
"MIN.EMBEDMENT
JAMB W/NAIL FIN HEAD W/NAIL FIN SILL WI NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
PRODUCT REVISED
w COMPlYing with the FWd&
Building Code
AcupiwiceNol
iffalm Data 281,1
NOTES: BY
Miemi ado F.dwj om
1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE AW'DIA.x 110 ROOFING NAIL INTO WOOD(G-0165)
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112", ix WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112'THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
tYNN
4
3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118-THICK.THE
o
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN 0
THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No,58705-
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
-7�170F
CHMGEDT0.f20*Xl-W
ROOFING M41L ST TE
0
'1070 TECHN Gy DRrVE ANCHORAGE DETAILS-Integral Fin Frame ;'C"
D.G. (IMV a NO CMNGE THIS SHEET N.VENIC OLC 275
VENICE,
10107111 0 NO CHANGETHIS SHEET P.0 Win
sq?x 1529 --X Single Hung Window,La�e Missife Impact ','9/ NA.
N.VENICE,FL34274
Vlsl*Bauer A.
'M]Uk�,P.E.
EL GOA MNSN5oo NTS1 11 all 5191-1 D FL P.E.#58705
7/22/2016 Florida Building Code Online.
F16116 U ([mc�of BCI
ryaS Home Log In aUser Registration � Hot Topics E Submit Surcharge � Stats&Facts ( Publications � FBC Staff (r BCIS Site Map ( Links � Search
Ksih6
Profesik� ; a Product Approval
USER:Public User
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
a FL# FL251-1127
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.
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 ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustr.ies.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 03/15/2016
Date Validated 03/22/2016
https:/ANww.floridabuliding.orgtpr/pr app dll.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcr[FWoGLyglpgbNAC8%3d 1/4
7/22/2016 Florida Building Code Online
Date Pending FBC Approval
Date Approved 03/22/2016
Summa of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013,14.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/07/2020
Design Pressure: N/A Installation Instructions
Other: Please see Miaml-Dade County Notice of Acceptance FL251 R27 II 15-1013.14.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:
251.2 SGD-670HP (Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes, FL251 R27 C CAC 15-0106.07 HP.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/24/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miaml-Dade County Notice of Acceptance FL251 R27.II 15-0106.07 HP.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:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0609.11.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/18/2019
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-0609.11.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:
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013.15.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 TT 15-1013.15.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:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-0106.08 HP LM.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:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0106.09 HP SM.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-0106,09 HP SM.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
https://www.floridabuilding.orglpr/pr app dd.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGLyglpgbNAC8%3d 24
7/22/2016 Florida Building Code Online
Created by Independent Third Party:
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R27 II 15-0903.09.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:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.10 DR.Ddf
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 R27 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 R27 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 R27 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 R27 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 R27 H 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 R27 C GAC 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 R27 II 15-1210.02.0f
(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 SGD75570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1210,01.0f
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 R27 II 15-1210.01.Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details, and anchor type, size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
sack �Irxt
haps:/Avww.floridabuilding.org/pr/pr app OU.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGLyglpgbNAC8%3d 3/4
MIAM1•DADE MIAMLDADE.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
NOT CCEPTANCE (NDA) www.miamidadg&ov/economy
T Industries
1070 Technology Drive,
orth 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 duality 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 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.
MISSME ACT RATING:Larg&lind Small Missile Imipact 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 015-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as
well as approval document mentioned above:
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 15-1210.01
MIAMI•DADECOUNTY n� Expiration Date: April 14,2021
(lJ
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. 11-010 7.04)
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 1'1/06/15, 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 ASTMS-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,AST11MD1929
and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material,
(Submitted underNOA 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 (5th 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.
�. 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.15-121,0.01
Expiration Date:. April 14,2021
Approval Date: March 3,2016
E-3
' TA
SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR _8LBLEAnchor Substrate Frame Member Min.EdUG Min. •MIN.OF3THREADS
Group Oietenco Embedment BEYOND THE METAL
INCLUDING POCKETS &900//350 CORNERS .T.soCulhern ne ea-43 m 8911W-118' 1376• SUBSTRATE.METAiL
GENERAL NOTES: W 812,etesl SMS Y SUBSTRATE TO MEET MIN.
1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (65)or 410 S.S. Aluminum,6063 76• Hoad181NJemb 311• 118• STRENGTH AND THICKNESS
0.125'min.thickness P•hook 370' 118•
2)DESIGN PRESSURES: SMS, Steel.A36' HoadISIIUJamb 310' 0,060' REQUIREMENTS PER
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (read t1 0.000'min.thickness P-hook 310• 0.060' CURRENT FLORIDA BUILDING
B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A thread 110 Steel stud,A653 Or.33' HeadISINJamb 310' 0.071. 14 Oe. CODE AND TO RI REVIEWED
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071•min.thickness P-hook 316` 0.071. 14 Ga BY THE AUTHORITY HAVING
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114'Elco P.T.Southam Pine Jamb 1' 1.310' JURISDICTION.
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). U traeon (50.0.65 P•haok 1• 1376•
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Elco 410 P.T.Soulhom Plne HeadlsBUJamb I. 1-318' FOR STEEL STUDS,
5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CrelaFtex S(t•0.65) P-hook 1• 1 6' MIN.FU=45 KSI&
8 REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX 8 AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. B 1}72,deal wood P.T.Southern Pine Headlslll/Jamb Brie' 1-310' MIN.FY=33 KSI,
WHITE RIGID PVC NOA,VE 1000 TAN 202_AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED eemw v Conn P-look 8). 1310•
(PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P•IIUJ 1• 1310• "UNGROUTEO CMU"VALUES
114"Elco min.2.06 kel HeadISllUJemb 13!18• 1.3/0• MAYBE USED FOR GROUTED
REFERENCES(TEST REPORTS}_FTL-8337,6338,8646.8649,6652&8717;EXOVA-10.002.792(A)810-008-10231; Ulraeon unOrouted CMU, Jamb 1' 1.714'
CAMBRIDGE 535753-09; ASTM 090 12-hook 11 1.114• CMU APPLICATIONS.
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Urgromed CMU, Jamb 1.314• 1.114•
HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 1/4•Elco 410 STM 090 P-hook 1314' 1.114"
EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS. O S.a CreteFlex Concmle HsadISIIVJemb 1.3110' 1314• IMPACT RATING
(COMPONENT REQUIREMENTS). (min.3.35 kat P-hook 1' 1'314' RATED FOR LARGE&SMALL
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. rete ttasd159UJamb 1-V2 13x0' MISSILE IMPACT RESISTANCE
0)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZ(NG MAY BE SUBSTITUTED. min.222 kaf Jamb t-1!Y 1310'
10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. S.S. ggr Gat lkgromed Chiu, Jamb 2 1-114• DESIGN PRESSURE RATING
,S.Agpre•Galor (AM 090 P-hook 7 1.114•
P.T.Southern pine Wad1S8UJamb 1' 1.318• SEE TABLES 1,2&131,B2
ANCHOR NOTES: 811°0.65 P-hook 1' 1-316• ON SHEETS 7&8
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete HBa017jamb 2-v2` 1-318•
APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114'Eloo Imin,2.85 ks P•hock 2-112 1110'
REQUIREMENTS. Ultrecen Wed Chiu, Jamb 2.112 1-114•
'2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 0 asTM c90 P-nook 2-tr2 1.111• PRODUCT RENEWED
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL Concrete Head1511U1 2.112' 1.314• ae eomplyying with ihra Florida
IF 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 kaf P•hook 2.112 1318` HOA-No Codo
S.s.CrelaFlox Ungrouted CMU, .Iamb 2-11Y 1.114' NOA-No. 15.1210.01
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE s1M C90) P-hook I 2-112• 1.1x4' Expiration Date 04/14/2021
STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF
RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 7t
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES............1 miaml-D r Product control
BY THE AUTHORITY HAVING JURISDICTION. 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.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DPIANCHOR 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,30#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 11146
2014 FLORIDA BUILDING CODE(FBC);5TH EDITION PANEL TYPES...................17
INSTRUCTIONS: ASTM E13OMS EXTRUSIONS........._..........18
CONSTRUCTION ACCESSORIES..................19 ``tit rll���
1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF&PA NDS-2012 FOR WOOD
SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 .`��ON4.LYNN/1,
GLASS/REINFORCEMENT. AISI-S100.07IS2.2010 PARTS LIST......................_21 ;'ttCENSg''•.!SP
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 ANDIOR E
SLIDING GLASS DOOR NOA(LM) $ 10105/15 /�' No.S8705
HEIGHT.
NTA
3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED INTABLEA,THIS RAL NOTES S J ROSOWSKIs SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE CVS
DISTANCE.
[Rii I ct
4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF At1TH.p2B2oo @� %�fi �tORID?.•'G\�;
PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN.
1070TECHNOLOGYDRIVE5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 342756)ADDITIONALLY,SEETHE EXAMPLE ON SHEET 9. IliA txrw hOueR,P.E(941)•480-1600 570 NTS 1OF21 1141 MD-5570.0 i P.E#58705
MAX,UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH M.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES I&2 PER TABLES 1A 2 R TABLES I&2 PER TABLES 1_&2
MAX.UNIT MAX MAX.UNIT
'HEIGHT
HEIGHT HEIGHTUNIT g1l
EIGHT PER
PER TABLES I&t2 PER TABLES 1 2 PER LES 1&2 h A I h TABLESI&2 Al
IN
Poc*T MOW P00W I
—j
_PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
2-PANE
CONFIGURATIONS CONFIGURATIONS((tI
MAX.UNIT WIDTH
-
MAX.UNIT WIDTH MAX UNIT WIDTH NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH TPER TABLESI&2-
PER TABLES I&2. T PER TABLES I&2 T T-
t I F & I MAX.UNIT
MAX.UNIT GHT
MAX UNIT z
PER
HEIGHT
HEIGHT TABLES &2 -P
PER TABLES I&2 h h PER TABLES I&2 /1 A
N— CORNER N E R,T 9YY P.
5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS (b
PRODUCT RENEWED
MAX.UNIT WIDTH MAX UNIT WIDTH as compsping with the Florida
Godo
NOM.PANEL WIDTH NOM.PANEL WIDTH Du0. 16-1210.01
PER TABLES 1&2 N— PER TABLES I&2 Expiration Date04111412021
t & uy-z�
tip,- 4ir)-, 01falat7pdoProdootControl
MAX.UNIT MAX.UNIT
HEIGHT It
ap 9 1 9 1 /, HEIGHT
PER TABLES i&2 /1 h h /I h PER TABLES I&2
7-PANEL CONFIGURATIONS S-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
")r=OPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH-8-91tv, +tit
i)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O'=INOPERABLE PANEL LYNN
DLO HEIGHT-DOOR HEIGHT-11-1/16" ..........
LOCATIONS.EXAMPLE:4-PANEL XXXXIN POCKET(p)CONFIGURATION CAN BE PXXXXP,PVM ORXXxXp.OXXX IN POCKET
POCKET CONFIGURATION CAN BE OXXXP. PANEL HEIGHT=DOOR HEIGHT-2-1/2"
2)SO-&136-CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS J ROSOWS19
REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. % S-fA E
f--DETAIL LETTER CERT.OF AUM#20206
4)FOR NOM.PANEL WIDTH,SEE TABLES I&2.
1070 TECHNOLOGY DRIVE
LE FRAME SQUARE FOOTAGE 472,660 FT' SHE N.VENICE,FL 34275
5)MAX.ALLOWABLE ET NUMBER (941)-480-1600 SGD-5570111_NTS jjj 20F21 1141 MD-5570.0 411
DETAIL Al DETAIL BIMETAL TYP.,SEE ANCHOR
W
THRU lXOOD ASTRWAL jDETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3
INTO MASONRY INTERLOCK THREADS BEYOND THE!
CONCRETEICMU R. METAL SUBSTRATE
ANCHOR REQUIREME FRAME WIDTH
1114"M REQUIRED IF DDOR
TYP.ANCHORTYPE, "Al HEIGHT IS OVER W 211 06
EMBEDMENTAND94 MAX 28"= of
EDGE
EDGE DISTANCE PER DISTANCE
SUBSTRATE,SEE—\
TABLE A.SHEET 1& 60
NOTE 3,BELOW DAYLIGHT
10 1 ERI 27 28
FOPENING-1
WIDTH
EMBEDMENT
EDGE EDGE
DISTANCE25 lt�j) So KIM DISTANCE
EE NOTE 0.
TH
SEE NOTE 0. 1 25 20 IS SHEET
IS SHEET SEE NOTE$, I IV MAX.
1A UM,4A VYVWLP THIS SHEET
ANCHOR BUCKSTRIP,SEE SEE NOTE 0. Is SHEET 29 #8 X314'SMS REINFORCEMENT SCREW;7 EMBEDMENT
NOTE 4,SHEET I TYP.ANCHOR TYP
PLATE AT 83 TILE,LOCATED AT CENTERLINE AND 6', EMBEDMENT AND
EVERY HORIZONTAL SECTION 9 &I ROM
OWN - ENDS(FACTORY INSTALLED). EDGE DISTANCE PER
ANCHOR
LOCATION DETAIL 82
SUBSTRATE,SEE
DETAIL D2 ASTRAGAL TABLE A,SHEET I&
DETAIL A2I INTERLOCK I FACING INT. NOTE 3.BELOW
2X WOOD BUCKSTRIP OR I INT02XWOOD I to REQUIRED IFDOOR EMBEDMENT
FRAMING,SEE ANCHOR 98 DAYLIGHT EIGHT IS OVER OV
at 1-11, 1 .. , .
SHEET OPENING
NOTE 3, "1 PRODUCT RENEWED
WIDTH 22 EDGE as compli Ing with the Florida
DISTANCE Building ado
NOA-Ma. 15-1210.01
TYP.ANCHOR TYPE, SEE NOTE 0,THIS SHEET 7
EMBEDMENTAND 22 @
Expiration Data 0411412021
R
EDGE DISTANCE PER d TYP.ANCHOR TYPE, fly g
SUBSTRATE,SEE 8-\ 23 .mdml_ EMBEDMENT AND Nitual-DrIarProduct Control
TABLE A,SHEET 1&
at EDGE DISTANCE
NOTE 3,BELOW PER SUBSTRATE.
SEE TABLE A,SHEET
EDGE c!I
DISTANCEI I I 1 1&NOTE 3,BELOW I XTEFROR
114"MAX.' PANEL WIDTH CONCRETE/CMU PER ASTRAGAL:FWGAL MAYBE
__
EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER
FIXED PANEL CLIP& INTERIOR OR
NOTES ANCHORS,SEE EXTERIOR DIRECTION. vy N N m14"
1
..........
L DETAIL SHEET 19 ALL PARTS IDENTICAL.
)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REWFORCEMEW TYPES(SEE NOTE 6,THIS SHEET
2)REFER TO ANCHOR NOTES,SHEET i.
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORALLLOCK67LES, 'J".%105
ASTRAGALS,FDMD VINYL SLIDING GLASS DOOR NOA(LM)' 10105115
ANCHOR QUANTITIES,SEE TABLES I&2. STILES AND . 0 ]m
RORIZMAL RAU z
4)CONTINUOUS ANCHOR PLATE,ITEM#S,IS REQUIRED AT ALL INSTALLATION,HORIZONTAL X-SECT.1 J ROSOWSKI "uu�-
FRAME ANCHOR LOCATIONS. -,,A� S.
PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. a
6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL FO) OMER T.OF A LMqfl.
IMEHLOCK11 203
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF �,qj V,
0 1070 TECHNOLOGY DRIVE ,,,ONN�
THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. lis 1111101IN
7)SEE SHEET 20 FOR SCREEN DETAILS. 87ANDARD 1113 N.VENICE,FL 34275 A.I.YPN. UHLMFZ
(941}480-1600 IIISGD-5570111 NTS 30F21 Jill MD-5570.0 1�91
DETAIL El TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 pETAIL E3 DETAIL E4'
INM MASONRY AND EDGE DISTANCE PER
I JNTOWOOD I J'INTOMASONRY irtroMErAL DADS APPROVED MULLION,FBC
GMPJP
BSTRATE.SEE TABLE A.SHEET COMPLIANT ALUMINUM/STEEL
I NOTE 3,THIS SHEET 2X WOOD BUC S RIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY
CON /emu FRAMING,BE ANCHOR AND EDGE DISTANCE PER ETEICM ER BE VERTICAL OR HORIZONTAL.
PERANC EDGE NOTE 3,SHE SUBSTRATE,SEE TABLE A.SHEET ANCHOR R UIREMENT SEE SUBSTRATE PROPERTIES,
REQUIREMENT DISTA CE EDGE I&NOTE 3,THIS SHEET EDGE TABLE A.SHEET I
BE VER
SEE SU
TAB A
DISTANCE IS CE
i' EMBED- BE
EDISTANCE
MENT
EMBEDMENT EMBEDMENT
EMBEDMENT
'MAX JJJ
1/4'.MAX IXOR2XWOOD 114"MAX. 19'MAX 1/4MAX
Y 60 _BUCKSTRIP,SEE L1 a
TYP. NCHORTYPE,EMBEDMENT AND
ANCHOR NOTE 3, TYP.ANCHORTYPE,EMBEDMENT AND
I ea 7 SHEET1 EDGE DISTANCE PER SUBSTRATE.SEE EDGE DISTANCE PER SUBSTRATE,SEE
33 TABLE A,SHEET I&NOTE%THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET
NOTES
FOR 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
L=O 2)REFER TO ANCHOR NOTES,SHEET 1.
FOCEDSTILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING,
ANI) #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOMI.PANEL WIDTH-8.9116"
HORIZONIAL
ANCHOR PLATE AT RAILS SCREW,3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8.IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-114116"
CENTERLINE AND 0'FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/Z'
EVERYANCHOR FOR SCREEN DETAILS.
LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20
DAYLIGHT 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.
OPENING FRAME .—PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
HEIGHT SeE HEIGHT LENGTH OF THE EXTRUSION.REFER TOTEST REPORTS FOR PRODUCT RENEWED
DTE 8. SILL RISER EXACT DIMENSIONS. as complilnT with the Florida
THIS BHEET VARIES WITH Building a a
REQUIRED NOA-No. 15-1210.01
MEX7WOR POSITIVE expiration Date 0411412021
DESIGN
62 .390— 1-- By
MERM ill PRESSURE, 1 _4�
SEE SHEETS .390 MtmmtF�P�bfbduct Control
OR 7&8. .300 1—
1�3 R52 390 2.370 2.947
1/4'MAX. 33 '142 SHOWN - I 3A64 4.041
GROUT AS as 014.3-40 ALSO APPLY—.823 1 87
LLL
NEEDED,SEE1.917ANCHOR NOTE so 2 1- .0 060—1 .060
o 5,SHEET I 2-10=TOTAL
0, 1/4"MAX I
SILL HEIGHT SILL RISER
SILL RISER SILL RISER SILL RISER vymm
t �C/_J� 7 42(2-112'TOTAL (3-I12'TOTAL 4A(4-1116-TOTAL (4.5f8"TOTAL
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
EMBED- EDGE
E EMBEDMENT
MENT S
VINYL SLIDING GLASS DOOR NOA(LM) 1A 10105/15
EDPE,
6E' ANCHORTY \_TYRANCHORTYPE, INSTALLATION,VERTICALX-SECT. 1141JROSOWSKI ;x
'I
DISTANQEMBEDMENT AND 2XWOOD BUCKSTRIPORA EMBEDMENT AND Axe
EDGE DISTANCE
FRAMING,SEE ANCHOR EDGE DISTANCE
CONCRETE/
U SUBSTRATE, NOTE 3.SHEET I PER SUBSTRATE, — as
j
PER HO DETAIL E1 SEE BLE A, IDETAIL E2 SEE TABLE A, 1070 TECHNOLOGY DRIVE
REQUIREMEN MASONRY SHEET NOTE 3. SHEET 1&NOTE 3, N.VENICE,FL 34275
THIS SHE i»rowooOTHIS SHEET 1(941)-480-1600 SGO-55701TINTS 4OF21 1111 MD-5570,0 Jill
INTERIOR 35 INTEP30R
OO 26 37 SMAX18001- to
SEESKE"19
38 DETAIL H2
19 as Orm OH2
�M WEPT 19 MWOR
OD69 1r3
1 40 23 90*
ll M u
0_10R
--@MAX I&V O.C.
EXTEMOR 37
DLl
135' Vk 0 Ai
gor
DETAIL G1
FD-E T-A IC_H 11
F___9_v----I MAX 16.6-O.Q(j4—
INSIDE OORNER Q� INSIDE CORNER
EXTERtOR INTEMOR 40
• MAXWO
EXT OR
—*SEE SHEETIO(s�/O
PRODUCT RENEWED
as comptyin
with the Florida
O NOA-NoCode
. 15-1210.01
Expiration Date 412021
EMMA By
mi _D roduct Control
2
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR
33 26 38 QUANTITIES,SEE TABLES I&2_'
3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIORkxm mil
35 DEPENDING ON CONFIGURATION.
& ..
. . ..
.... .
DETAIL G2 MAX 0.61O.0 96
1010.
is 98
SEE TiO VINYL SLIDING GLASS DOOR NOA(LM) 18 10105115. oslos
OUT6ID£CORNER 69
CORNER ASTRAGAL HORIZ.X-SECT,�bj J ROSOWSKI
PLO....
ti
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34276
N
L__ (041).450 118GD-86701JI NTS Ill 5 OF 21 JE91 MD-55 -10.0 Jill I
OPTIONAL NON- 77 DETAIL 11 DETAIL 12
STRUCTURAL t_ INTO MASONRY IttTOMASONRY
ANCHORSFOR ',s Q EDGE CONCRETE/CMU
INTERIOR POCKET r"' INT PER ANCHOR
�Tits?R s1 TYP.ANGHORTYPE,EMBEDMENT DISTANCE _ REQUIREMENT
JAMB .. .,• 33 n 27 AND EDGE DISTANCE PER
SEE Ftti 1• SUBSTRATE,SEE TABLE A, FtgURE 1.EiTERtOtxSSATFOCKErS:
INTERIOR POCKETS MUST THIS SHEET 00 o SHEET 1&NOTE 3,BELOW , "•,.•:..:
INCLUDE A NONSTRUCTURAL, + FOR DOOR HEIGHTS 96"AND LESS:
FRAME JAMB TO REDUCE THE i1 10
POSSIBILITY OF WATER r:''r .. ,. ,�.: ..; , OPT.
INFILTRATION. `:.:_ 2w `� EMB p .'! .. •• ANCHOR Ow q
. .,e 114"MAX. E MENT (^�o
18 'c .:a.'^•:�-•;.y 47 FT.
POCKET BY OTHERS,SEE u PT.
NOTE 6 BELOW. _ EVERIOR �1
MET`'" 41t ExTE R q FOR DOOR HEIGHTS OVER 96"
a MkRIOR .:I'.; 1 . ,:"': OPT. 1J4"MAX 21.9"
I. •:' r ANCHOR 10 07
* :.: •. •. _ MAX.O.C.
SEE FIG TYP.ANCHOR TYPE,EMBEDMENT �CONCRETEICMU THIS SHEET 3t d 3° q
AND EDGE DISTANCE PER EDGE PER ANCHOR , 27
SUBSTRATE,SEE TABLE A,SHEET DISTANCE REQUIREMENT v
&NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 2,
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 O
THE METAL SUBSTRATE EDGE 2X WOOD SEE AN OR PRODUCT RENEWED
FRAMING,SEE ANCHOR as eonrptyin9 with the Ftorida
EDGE DISTANCE NOTE 3,SHEET 1 Buliding Godo
DISTANCE OPT.ANCHOR son No 15 12!0.01
DETAIL 13 OPT.ANCHOR Expiration Date04114/2021
INTO METAL I EMBEDMENT By
17 PT. 'j''� 17 PT. anann-yootproauct control .
EMBEDMENT T DETAIL 14
!!4"MAX q MAX.
J q RrowooD
EXTERIOR
10 SEEFIOI.
SEE FIG 1,3a THIS SHEET 31 `�
THIS SHEET {n
22 ExSERiOR
o ,1,,I,
21 0, EXTERIOR POCKET `�o"�{tYNtt'
EXTERIOR POCKET �.-• x
NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10105115 is' NO,n"gg ;
1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
2)REFER TO ANCHOR NOTES,SHEET 1. P-NOOK EXAMPLES,TiORTZ.XSECT. & J ROSOWSKt
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. _ e '- j d
4)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. CERT.of Auri1.#2g20S fir#_ '��cs•. oR)o.•fat
6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION ME'T'HODS. 1070 TECHNOLOGY DRIVE � �� x.4,1'10NA41�i`;�
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 A.LYNN MMLER A.E.
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
(941)-480-16D0 SGT)-5570 NTS 60F 21 3 MD 6570.0 P.E#6B7pS
TABLE i:
Design Pressure(DP)and Anchor Quantities Required,
(for all gSnpd coAtIgurattona on Sheet 2)
Use ihls table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Glass Types 1,3 or 5 96" PRESSURE.USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A,
SHEET'l FOR COMPLETE ANCHOR LIMITATIONS.
Astragal Reinforcement#29 68-1151161M0 Height 72-16t16'DLO Height 844511111 DLO Height
THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Lookstile Reinforcement#25 or#28 AnchorGroup Anchor Group Anchor Group
MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
Sid Interlock Reinforcement 1127 A 1 13 1 0 D A B C D A 0 c D CONSIDERED.SEE TABLE B1,THIS SHEET.
Design Pressure +60/40jesf +601-COpsf +601-60pst
#OF ANCHORS THROUGH THE HEAD&SILL.(Ek FOR C3+1.3 ANCHORS
1941W Headf8ill C3+1 C30 C3+1 C3+1 C3+1 030 C3+1 C30 03+1 03+11 C30 C3+1 CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
24" DLO
Width Jamb 5 5 6 5 6 —6 6 5 MIDSPAN OF PANEL).
TOTAL#OF ANCHORS THROUGH THE JAMB.
P-hook 7 1 7 1 7 7 8 6 8 0
DosIgn Pressure F60/40jost +601-60Psf +601-60psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
25-IIW PERPENDICULAR TO THE GLASS.
v OLO Headf8fil C3+1 C3+1 03+1100 C3+1 G3+1 03+1 C3+1 C3+1 G3+1 I C30 103+1
Width Jamb 5 6 5 6 5 6 5 6
P4=k 7 7 7 7 a 8 1 a I a
60 +601.60psf +60/-Cops!
5 1 5
5 5
7
`6
Q6_0 AK—)
31-1/w 111upmaRre 03+1 CS+/I- +1 03+423!IC3,110+1 C3+_1 FC-3+111 C3+1 rll
DLO 6 5 6 6 5
Jamb 6 5 �--s
Width L At -]I
E P-hock 7 7 7 7 7 7 7 7 8 1 8 8 1 a
Design Pressure +601-60 +601-Wpsr +801-60psf
37-118, Head/8111 , C30 C3+1 C3+11 I C3+1 C3+lIC3+IIG3+i C3+1 C3+1 03+1103+1 C3+1
4T DLO — TABLE BI:
Width Jamb 6 5 5 5 6 1 6 6 6 5 5 1 6 5 Water-Linifted FIG 1:
P!took 7 7 7 7 7 7 a a a
lm = (+)Dedfri Pressure OH_LENGTH
431!8' oesjgn Pressure +60/-Cops, +60/-COPS( /-'o Sill Non Sill Max,(+)DP
G5+2!2� L
C3 B-3147 'C3+2 C3+1 C3+1 (Mfl C3+1 crq—, Riser Helitht Allowed DOOR ASSEMBLIES
:q
a 5 5 5 5 None 141/11? Sea_Wls 2 INSTALLED WHERE THE PRODUCT RENEWED
-7 7 7 7 a 0, 5
7 OVERHANG(OH)LENGTH IS as compleft
With tho Florida
42 2-11Z' +38.7 pef EQUAL TO OR GREATER THAN ilding Codo
:UOA-No. 15-1210.01
43 3-11T +60.0 pet THE OVERHANG HEIGHT IS
USED IN EXAMPLE ON SHEET 9 —44 4.1(1V +80.0 pof EXEMPTED FROM WATER Expiration Data 04114/2021
DLO
b
-]481 DLO
PP!look
1 45 1 4518" 1 +60.0 psi INFILTRATION RESISTANCE, Ey
' Miami- roduc Control
DLO WIDTH NOM.PANEL WIDTH W10" tio01 ti
DLO HEIGHT=DOOR HEIGHT-11-11iff' 4 LYNN Q
PANEL HEIGHT-DOOR HEIGHT-7.-112° NL.c......
. .... Vtl
TABLE NOTES: if
VINYL SLIDING GLASS DOOR NOA(LM) Igi 10/05115 34c.:i8705
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE 1
AND TABLE 81 DETERMINES THE WATER LIMITED(+)DP. DID&ANCHOR QUANTITY J ROSOWSKI
I
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILLQ1
K 0
RISER IS NOT REQUIRED.IF 80,+DP'S SHOWN IN TABLE i MAY BE USED.
3)SEE SILL RISER TYPES ON SHEET 4. CERT.OFAM.029290 � ...... I:-
"�
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE RAI "0111AI11 i"%% -
6)REFER TO ANCHOR NOTES,SHEET;. N.VENICE.FL 34275
6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941).480-1800 SGD-5570111 NT$111 7 OF 21 Jill MD-5570.0 111k LYNN MILLER M1 MOONS
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,
(for all approved conligumllons on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A;
Giese Types 2 or 4 a0" 84" 96' 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
Astragal Reinforcement#29 68-15fi6 DLO Height 72-16fl6'DLO Height 84-15116'DLO Height 96.15716"DLO Height 1GBd5rl6"DLO Height THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Lockettlo Reinforcement#26 AnohorGroup Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
HD Interlock Relnlbmement#28 --A--B 1 C 1.D A 1 B 1 C 1 D A 1 B 1 C ID A I B 1 C 1 D A I B C I D CONSIDERED,SEE TABLE B2,THIS SHEET.
Design Pressure +1001400p3f +1001-100 psf +100/-900psf +601-65psf +8p/BS.1 #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS
19.1/8" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT
24" DLO HeamSlN C3+1 03+1 C3+1 03+1 C3+1 C3+1 03+1 G3+1 C6+1 C3+1 C3+1 3+1 C3
C3+1 CC3+1 +1 C3+1 03+1 C3+1 C3+1 C3+1
Width Jamb 5 S 6 6 5 5 5 5 5 5 5 ti 6 6 6 6 6 6 8 8 MIDSPAN OF PANEL),
TOTAL#OF ANCHORS THROUGH THE JAMB.
P-hook 7 7 7 7 7 7 7 7 8 .8 8 8 9 1 9 1 9 9_ 10 id 40 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
Design Pressure +1001.100psf +100/400psf +1001-IoDpsf +601.85psf +601.65psf PERPENDICULAR TO THE GLASS.
25.1/8" Head/SID C5+1 C3+1 03+1 03+1 C5+1 C$+1 C3+1 C3+1 C6t1 C3+1 C6+! C3t1 C3+1 C3+1 C3+1 03+1 C5+1 C3+1 C3+1 C3+1
" DLO
Width Jamb 5 6 5 5 5 5 e 5 6 6 7 6 p 1 8 1 6 6 8 6 8 6
P-hook 7 7 7 7 7 7 7 7 B 8 1 6 B 9 9 9 9 10 1 10 10 10
3141W Design Pressure +1001-100psf +1001-100pst +i00/-100psf +601-65pst +601-65psf FIG 1:
36' DLO HeadlStlt C5+1 C3+1 C6+1 03+1 C5+! C3+1105+1 C3+1 05+1 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 OH LENGTH
Width Jamb 5 5 8 5 5 fi 6 6 5 6 7 5 6 61 12 6 6 6 6 8 6
P-hook 7 7 1 T 1 7 7 T 7 7 8 8 8 8 9 9 9 9 10 10 1 10 10 DOORASSEMBLIES
S Design Pressure +1001-100psf +1001-100psf +1001-t00psf +80/-85pst +60/.65PSI O INSTALLED WHERE THE
37-116" HesdiSill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 105+2 CS+2 C5+2 03+1 C5+1 C3+1 05+1 C3+1 C5+1 C5+1 05+1 C3+1 M OVERHANG(OH)LENGTHIS4Y 1DLdOth m EQUAL TO OR GREATER THAN
Jamb 5 5 7 5 5 5 7 6 6 8 5 6 6 6 6 6 8 7 e P-hook 7 7 7 7 7 7 7 7 8 6 8 9 9 9 8 10 10 10 !0 O THE OVERHANG HEIGHT IS
E EXEMPTED FROM WATER
z Design Pressure +100/-100PSI +9001-900pst +921.92psf' +601-65pst +601-65pst INFILTRATION RESISTANCE.
43-1/8` HeadfSBl C5+2 05+2 Cq7Y-
3+2 C5+2 C5+2 C5+2 C3+2 C1+2 05+2 C5+2 05+2 C5+2 C3+1 C5+2 C3+! C5+2 C5+! Cf+2 C3+1
48' DLO Jamb 6 6 5 5 5 8 6 5 $ 9 6 8 6 7 6 6 6 8 6
Width PRODUCT RENEWED
P-hook T 7 7 7 8 8 8 8 9 8 9 9 9 9 10 10 !4 10 TABLE B2: as
comp(yIng with
the Ftorrdo
Design Pressure +801-84psf +801-80psf +80/-80psf +601S5psf +54,11-5&7psf. Watar•Limlted Buildingacde
49-1/8' Head/611 CS+2 C3+2 C5+2 C3+2 C5+2 C3+2 05+2 C3+2 C5+2 I C5+2 C5+2 C3+2 C5+21 05+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 (+)Design Pressure N4A-Mo. 15.1210.01
W, DLO expiratrongeto04/1412021
Width Jamb 6 5 6 5 6 6 7 5 6 6 8 5 0 8 0 8 8 1 6 8 8 1 SNI Nom.Sill Max.(+)DP
P4=k 7 7 7 7 7 7 7 7 8 1 8 1 B 1 8 9 9 9 9 10 10 10 10 Riser Height -Allowed ev
Design Pressure +801 PSI +80/-80psr +801-80psf +59.f/-64psf +d&6/-53,7pst None 1-11116" See Neta2 M+amk n roduckcontrot
DLO
Head/SNI 05+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 05+2 C5+3 03+2 C6+2 C5+2 C5+2 05+2 C5+2 05+2 G5+2 C5+2 42 2-112' +38.7psf
60" Width Jamb 6 6 -6- 1 5 5 6 1 7 5 6 6 1 8 5 8 1 8 1 8 1 6 6 6 0 6 43 3.112 +60.0 psf
P•hook 7 7 7 1 7 7 7 1 7 7 1 8 8 8 8 9 1 8 1 9 1 9 10 !0 10 i0 44 44116 +80.0 psf
'+1-100.0 PSF FOR ANCHOR GROUPS 8,C&0- 45 4318' +108.0 psi
DLO WIDTH=NOM.PANEL WIDTH-8.9116" t�vv �yNN pry
OLD,HEIGHT=DOOR HEIGHT-114116•' ``� �` ��p.....It,
PANEL HEIGHT=DOOR HEIGHT-2-1t2"
TABLE NOTES: �i4 r No.567DG
'r
1)IF.WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA(LM) $ 10106116 _ f
AND TABLE B2 DETERMINES THE WATER LIMITED(+)Op.
DP&ANCHOR QUAN'T'ITY TABLE $Ar J ROSOWSKI ;�yy i� O
.0 1�:
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.A SILL K C>s'',. srn
RISER IS NOT REOUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. ® %;fi Fcfl+xo
3)SEE SILL RISER TYPES ON SHEET 4. CERT.OF AUTH.A2929e
4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE +r+r r tr v
6)REFER TO ANCHOR NOTES,SHEET i. N.VENICE,FL 34276 4
6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5670� NTS 8 OF 21 si MO.5570.0 $ t P is8100 F.E.
Z
EXAMPLE:
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
INTERIOR MOUNT POCKET,48'X 84'NOM.PANELS, /--mINTERIOR POCKersOF WTIERLOCK aF INTERLOCK\ ANCHOR INFORMATION.
V, CENTERLINE —CCINTIERLrdE CENTERLINE
LAMINATED,IG GLAZING,ANCHOR GROUP AIN WOOOrSUBSTRATE, MAX. OF PANEL I OF PANEL 2 OFAANEL3
PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.0 PSF
POCKETBY
OTHERS.SEE C2=
NOTE a.
SHEETS
'Vr ANCHORAGE. 2rw
6" AKANCHORAGE. SHEET12 R. '+VAN MAX.
SHEET12 "C3,CLUSTER, 'CrCLUSTE EXTERIOR
SHEET 12
SEUPOCKETJAMS HEAD ANCHORAGE DETAILS
OpT.ANCHOR EXTERI SPL!gg Nom INSTALLATION ON
TO AID E:> NON-STRUCTURALAHCHORS MAY SHEET 6 PXXX(3-TRACK)
BE ADDED IN-FIELD AS NEEDED TO
ALIGNMENT ALIGN THE HEAD OR SILL IFA URE BELOW FOR ADDITIONAL
SPLICE OCCURS WITHIN A POCKET. SPLICE INTERIOR rENIER11116 I CENTERLINE 0E FIG
0'.'NTFnLCDK Or INTERLOCK ANCHOR INFORMATION.
CENTERLINE _CENTERLINE . CENTERLINE
MAX. —OFPANCIf OFPANEL2 F u-OF PANEL 3
POCKETRY
EXTERIOR IN all (a f9
INTERIOR OTHERS, V 1717 7 7 70
NOTE 6,
SHEET 6
.+2. '+Y ANCHORAGE, 26-3WW MAX. v
ANCHORAGE. SHEETII MAX
SHEET 11�-CLUSTEP. =TAR SHEET11 EXTERIOR
ANCHORAGE
12'MAX 210 FPAMEJAMB (MIN.I ANCHOR) n
MAX, SEEPOOKETJAMB
D.C. REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS.
INTERIOR POCKETS SHEET 6 PXXX(3-TRACK) PRODUCT RENEWED
1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1 2 00 compillny with tho Florida
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF BuIlding Ca,(a
+48X-58.6 AT A NOM.PANEL SIZE OF 48'X 84'.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NIOA-No, 15.1210.01
DESIGN PRESSURE IS+60RO WHICH EXCEEDS THE PROJECT DESIGN DISTANCE T NEXT CLUSTER rxIstration Data 0411412021
PRESSURE REQUIREMENTS. TO BE 26ATB�0.C.OR LESS -1gy
FOR WOOD0312
N AedrSfll 1
ANCHOR IN INSTALLATION
jamb
GROUP A(SEE I V
MAX
DRAGS.
SHEET 12
ICY VL
I SHOWS ANCHOR REQUIREMENTS OR. I F-1100% 70/
2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON:
OFT.ANCHOR w MAX V MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3'CLUSTER ANCHORS AT —CENITERLINEOFEMDPANa
THE INTERLOCKJASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE
TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE*42 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 JAMB SILL(CLUSTER ANCHORS):,SHEET il FOR THE'CT CLUSTER ANCHORS AT 254318r,OTHERWISE ANCHORS ARE NOT REQUIRED AS
ANCHORAGE ANCHORAGE THE INTERLOCKJASTRAGAL. PERTHF FIGURE ABOVE:
SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE
DETAILS DETAILS I*:
MIDSPAN OF EACH PANEL No.5870
FOR PRODUCT REFERENCES,ALSO SEE: JAMB.6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 11 101051151
-
A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK7 ANCHORS,SHEET 13 FOR GENERAL ::.,j
LAYOUT. STRAIGHT DCIbR EXAMPLE J ROSOWSKI t
I
LOCATIONS OF CROSS-SECTION DRAWINGS. S' 1c r
B)SHEET 1D FOR SPECIFIC GLAZING TYPES.
3)INSTALLATION DETAILS INTO WOOD CAN
C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES.
BE FOUND ON:
D)SHEETS 4 818 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE
E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. ,JAMB:SHEET 3 N.VENICE,FL 34275
F)SHEET 21 FOR A BILL OF MATERIALS, SGID-55701 NTS 9 OF 21 11 MD-5570.0 Jill A�LYNN MILLER PS
P-HOOK:SHEET 0 (941)480-1600 REJ
1-1116`NOM.
Stiff HS GLASS
7lf8'NOM. 7118"NOM. .090"PVB
311 V HS GLASS 3118'HS GLASS 3118'ANN GLASS 76 76 NOTES'
.090"PV13 090"36 7116"AIRSPACE 77 78 PAINTED INLAMINA ES SHALL NOT
ah6• r1rl GLASS PAINTED! 3116'Hs GLASS 31!6"T GLAss 2)PRODUCT MAY BE EITHER INTERIOR OR
BE
PAINTED! PAINTED!
LAMINATED (.AMINATED EXTERIOR GLAZED,PROVIDED THAT THE
QoR ai �SURFACE bo et —— LAMINATED a2 0 aS "NS"IS ADH E OF A LAMINATED GLAZING
SURFACE SURFACE
('�ex1ERIOR 1— - — EXTERIOR
UNIT IS ADHERED TO THE GLAZING TEG.
PRODUCTIS"EXTERIOR• I PRODUCT IS-EXTERIOR- PRODUCT IS"EXTERIOR• 1
GLAZED"IFN80.811S �Jy( I I I 7GLAZED'IF#82.83IS 1 7/8°NOM. IANW=ANNEALED
TOWARDS THE EXTERIOR. L7 ( 7GLASS TOWARDS THE EXTERIOR. GLASS TOWAROSTNEEXTERIOP-I I GLASS
HS"=HEAT STRENGTHENED
I I BITE I ( BITE ( I BITE `T"=TEMPERED
"PVB"=.090"BUTACITEV PVB INTERLAYER
4 INTERIOR Ex joR I BY KURARAY AMERICA,INC.
PRODUCT IS•ll4TERIOR- i ) PRODUCT IS 1MRIOR• ) I -PRODUCT IS'INTERIOR, I I 'SG'=.090"SE..NTRYGLAS®INTERLAYER
GLAZED"IF 960-6113 I 79 GLAZED'IF080.81 IS I 79 GLAZED"IF#82-W IS )
TOWARDS THE INTERIOR I TOWARDS THE INTERIOR( TOWARDS THE INTERIOR I BY KURARAY AMERICA,INC.
SEENOTE2 - 65 SEE NOTE P. BEENOTE?. 86
THISSHEET TIaSSHEET THMSHEET -
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3
SILICONE HOT-MELT BUTYL !-1/18'NOM 1-3118`NOM.
STRUCTURAL 3116'HS GLASS 3116"ANN GLA$S
STRUCTURAL SILICONE 3118°NOM. .00VSO 913r MR SPACE
POLYISOSUTYLEN 114'NOM.. FOAM HEAT MIRROR FILM
WITH DESICCANT WITH 3116' SS GLASS is 7e 090"PVB
DESICCANT 7110"AIRSPACE 77 76 8132"AiRSPACE
EXT.GLASS EXT.GLASS 3118'T GLASS---\\ T GLASS 3/t8`HS GLASS
PAINTED! PRODUCT RENEWED
PAINTED/ ascomp ng with the FIorida
92�139,03 LAMLNATEO B4 LAMINATED BuildingCode
SURFACE SURFACE NOA-No. 15-1210.01
Ex RI Expiration Date 04/14/2021
INT.GLASS INT.GLASS PRODUCT IS'EIOR- I ~ PRODUCT isIEXTERIOR- j I
_ GLAZED"IF 082.031S hh 7!8'NOM. GLAZED'IF 984 IS 718"NOMDy
.
KODISPACE SUPER TOWARDSTRE EXTERIOR.) LI ) GLASS TOWARDS THE EXTERIOR. (� I GLASS Miami- rod= Contro
la Tb I BITE 1 I BITE
4SG TPS SPACER NXT a INTERIOR I I <, meR>sriPRODUCT 13 I
. PRODUCT 18 INTERIOR-
ALUMINUM GLAZED'IF082.883IS - i I To GLAZEW IF#64 IS
*OAR
MENT' POLYISO- DESICCANT FILL.AREA TOWARDS THE INTERIOR. TOWARDS THE INTERIOR.I
BUTYLENE— I 58
SEAL 5115"NOM. SEE TOTE 2, ' fes B8 SEENOTE2, 77
BUTSILICONE SEAL THIS SHEET TNISSHEET
aesLCCROIs FORMED GLASS TYPE 4 GLASS TYPE 5 1
FAINLESS STEEL `�`�01yY u NN Z ��
OCT.GLAS 'ucENs�''.!
EXT.GLASS 14o.68705 1 r
VINYL SLIDING GLASS DOOR NOA(LM) 10/05115SS INT.GLASS GLAZING DETAILS J R4SOWSKi 7�; ST�lt yu��
DURASEAL� 76 XL EDGET" %¢'� .FtDT....
Q CERT.OFAUTH.029296 m ��i�s/ NAI,
SPACER SPACER 1074 TECHNOLOGY DRIVE al r U/r l l l Gt r
N.VENICE,FL 34275 1141 A.LYNN MILLER P.E.
(941)-480.1800 SGD-5570 NTSIII 10flF2f MD•5570.0 P.E.R 5070.5
SILL CLUSTER ANCHORS LAYOUT: SILL"41'INTERMEDIATE ANCHORS LAYOUT.-
ASTRAGAL OR ASTRAGALOR PANEL!
PANEL
INTERLOCK--• INTERLOCK PANED„ CENTERLINE 4'
ik
CENTERLINE 4" CIENTFRUNE 4- CENTERLINE
4' 4-
L
EXTERIOR EXTERIOR EXTERIOR EXTERIOR —EXR8PR.
2-7RACK CLUSTER TW 2-TRACKCLUSTER'CS' .15 2-TRACK INTERMEDIATE 2-TRACK INTERMED147e 2-TRACK INTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS `FI'ANCHOR LOCATION +2,ANcHoRLOCATiON3 1-3*ANCHOR LOCATIONS
ASTRAGALOR ASTRAGALOR PANEL PANEL
INTERLOCK INTERLOCK PANEL CENTERLINE— 4�'
E CENTERLINE 4'/,
CENTgRLIN CENTERLINE CENTERLINE
gngll OR --4 3.22° EXTERIOR 3.22"L-4 I EXTERIOR I 3.22, EXTER 1 J°3.22"
3,TP"CLUSTERICX 3;TRhCKCLUSTERC5" ID 9-TRACK INTERMEDIATE VIMCK INTERMEDIATE 3-TRACKINTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS 'WANCHORLOCATION *42'ANCHORLOQATIONS WANCHORLOCATIONS
ASTRAGALOR ASTRAGAL OR
PANEL PANEL PANEL
INTERLOCK INTERLOCK—
CENTERLINE CENTERLINE
`ERLINF--
I �
CENTERLINE 4- CENTERLINE 4"
4—3 '
EXTERIOR W3.22- EXTERIOR 3122-1 EXTERIOR EXTERIOR I 1 .22
ID 4-TRACKCLUSIM y 44RACK CLUSTER 4-TRACKINTERMEDIATE 10, A-TRACKINTERMEOINTE � 4-TRACK INTERMEDIATE
"Cr ANCHOR LOCATIONS WANCHORLOCATIONS '-V ANCHOR LOCATION '-r ANCHOR LOCATIONS WANCHORLOCATIONS
NOTES,
FICURESPERTAX"To THEFOLWYOJIGSILL i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTESs
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK-TO-TRACK
DISTANCE IS 2.375'
2)TRACK-TO-TRACK FOR ALL SILLS:
DISTANCE IS 2.375' 2.376"
FOR ALL SILLS: PRODUCTRENEWEDtiff
HeadISM +1 ,
as complying
with the Florida
I I CX )I
:. Building 9 a
Jamb 5 NOA-No.. 15-1210.01
HOWES PERTAIN T0111E FOLLOWIDISSILL P4=X 7
CLUSTERMCRORLOCATI(M: Expiration Date 0411412021
VINYL SLIDING GLASS DOOR NOA(LM) 10106115 Ely No.50705
11111001111- do Product Control
ANCHOR LOCATIONS A J ROSOWSKI
J-E r
CERT.OF 2 96
HSBdfSgi P3 1NAX.
!�—] 1070 TECHNOLOGY DRIVE mItIO"
F N.VENICE,FL 34278 Jill Jill A. LLM P.F-
(941)-480-1600 SGD-5570111 NTS 111 '11 OF 2i MD-5570.0 LYP.EN 66746
NN MIE
HEAD CLUSTER ANCHORS LAYOUT: MEAD"+"INTERMEDIATE ANCHORS LAYOUT:
AMAGALOR ASTRAGAL OR PANEL_
INTERLOCK 4� INTERLOCK 4 PANEL_ CENTERLINE 4' PANEL
CENTERLINE
4f4==, CENTERLINE CENTERLINECENTFRUNE7� 4'
L ---IT
EXTEaICR
EXTERIOR EKTERIdR fMRjP
.. A
ID 2-TRACKCLUSTER'Gr \5 2-7kCKCLUSTERW
ANCHOR LOCATIONS ANCHOR LOCATIONS 2.7RACKINTERMEOIATE Z:tRACK INTERMEDIATE 2IMCKINTERMODIATE
LOCATION 'WANCHOR LOCATIONS '41ANCHORLOCATIONS;
ASTRAGALOR ASTRADALOR
INTERLOCK INTERLOCKI� PANEL PANEL PANEL
CENTERLINE CENTERLINE �4" CEWIRIINICENTERLINE r 4.76° CENTERLINE 41
-7A
EXTERIOR 4 13.22" EXTERIOR 4 3,22" DR EXTERIOR EXTERI &2r
. ANCHOR LOCATIONS 3-TRACK INTERMEDIATE • VIRACKINTERMEDIATE -ID 3-TRACK INTERMEDIATE
3TRACKCILUSTIERIM1 3-TRACKCILUSTERICS, *+V ANCHOR LOCATION '+rANCHORLOCATIONS '+T ANCHOR LOCATIONS
ANCHOR
ASTRAGAL OR ASTRAOAL OR
INTERLOCK— INTERLOCK— PANEL PANEL PANEL
CENTERLINE 4P CENTERLINE 4� CENTERLINE CENTERLINE— CENIFRUME-1
I
EXT M03.2r EXTEIERtOR EXT RIC I I I v 3.22"
\DERIOR )R 4-TMOK CLUSTER 4;rRACKCLUSTER 4-TRACK INTERMEDIATE 4-TMOK INFERMEDINTE+r C.1 4-TRACKINTERMEDIATE'4T
*CTANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+I'ANCHORLOtATION ID ANCHOR LOCATIONS ANCHORLOCKTIONS
NOTES-.
FIGURESPERTAIN TOTHE FOUDWRO WAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTES: .1 WtOWMAT9 ANMOR L=RqtLV-.
T)—ALL—DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TOTRACK
DISTANCE IS 2.376' 2.375"
2)TRACK-TO-TRACK FOR ALL HEADS:
DISTANCE IS 2.375" 2.376.
FOR ALL HEADS:
PRODUCT RENEWED
F HeadJ8111 I C*1)I as comPIZinp with the Flofida
Building
RES K FOLLOWINOtWAD 6
HOA-N.. 15-1210.01
CLUSTER ANCIIaR;OCAiiptiS: P-hook 1 7 1
I Expiration onto 04114/202 Ho.50705
VINYL SLIDING GLASS DOOR NOA(LM) JA 10106/15
Rtj
ANCHOR LOCATIONS J ROSOWSK STA 11 ',Z
TA 0
Rye
5
ttggilf OERT.OFAUTH. is 11.'Z�"0NAItmoll,,
JaMb 5 1070 TECHNOLOGY—DRIVE all
N.VENICE,FL 34275
1(941Y480-14300 If SGD-5570111 NTS ill 12 OF 21 A.LY
MD-5570.0 P.E.0 58705 NNAIILLEkP.E.
P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW). FIGURES PERTAWTOTHE FOULCM04WISMOHOR LOCATIONS:
2.376- WAL 4.76" 7A25"
LOWU
210 21.6" 21.6
MAX. MAX. MAX, Jamb
D.C. EXTERIOR D.C. EXTE.R..Ml D.C. EXTERIOR
OPT.ANCHOR
TO AID IN
ALIGNMENT
6. 6" NOTES.
MAX MAX MAX -1)STANDARD ANCHOR LOCATIONS SHOWN.
FOR 3 AND 4-TRACK JAMES,ANCHORS MAY
2-TRACK FRAME 3-TRACK FRAME F-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
MAX. JAMB JAMB JAMB
-.(3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES
PEREND(MI'X.600- PER END 0 1'X.50W PER END @ 11'X.500'
SIL
3
PER WEEP EE
NO
P"
I
OT
I
NOTCHES I
2-TI
IES
ILL
SILL
- SILL
R
EXTERIOR
��R
EXE EXTEMMOF
W P HOLE
(3)TRACK WEEP HOLES
1.126"
1 5.X i90
EVERY 24"@ 1.125"XA90' (6)TRACK WEEP HOLES (10)TRACK WEEP HOLES
11 EVERY 2*'@ i.12F X.19W,
OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24-@ 1A26'X.1 DO-
To AID IN 2W'@ 1.375-X.600° (i)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY
ALIGNMENT 24"@I.375'X-.600- 2r Q 1.375"X.6W
NOTES.
1)SEE TABLES 1 2 FOR EXACT QUAN11TY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS). PRODUCT RENEWED I.YMN
OF ANCHORS REQUIRED IN THE P-HOOK. as complying with tho Florlda
Building Coda 1-1
FIGURESPERMT011
LOWOPOCKETOM NOA-NO. 15-1210.01
ExplTallon Dato 04/14/2021 1,10.68705
VINYL SLIDING GLASS DOOR NOA(LM) 10/05115
lsml-Dad%,Rbduct Control -0
ANCHOR LOCATIONS C J ROSIOWSKI
a ITAI:�C I
A40nivt'
H000lst" C3+1
Jamb s 1070 TECHNOLOGY DRIVE
A
N.VENICE,FL 34276 RI A.LYNN M
P.F
(941)-480-1600 1 IiISGD-5670111 NTS 11] 13 OF 21 MD-5570.0
HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTERANCHORS LAYOUT: FOLLVMNOW CORNNER SSU
-- ANCHOR LOCATKM
90-
0
4" 4"
0
4" 4' d" 41,
o o o
JHtNU5111 1
3.22° 3.22" T� amb 5
RXTEFLIORC..._R{OR P-hook 7
2-TRACK 80•CORNER 27RACK40•CORNER ,
'C4'ANCNORLOOAMONS 'CS'ANCHO'n't. IONS 24RACK80.00RNER E, TERIO 2-TRACK.86`CORNER EXTERIOR
(USE WHERE"Ca'IS5PECIF(E0) (USEWHERET'ISSPECIFIED) •C4'ANCHOR LOCATIONS "C8'ANCHOR LOCATIONS
(USE WNERE'CS'IS SPECIFIED) (USE WHERE-V tS SPECIFIED) �J
• o
PRODUCTRENEWED
4" d" do 4' Building 6.ng with thw Florida
moot-mo. da 15.1240.01
ERpl ation put.0 4/14120 21
4" 4" 104" 4" o By
raflaril;9XV4 Product Control
EXTERIOR 3.22" EXTERIOR
3-11RACKSO'CORNER 3.7RACK40'CORNER 8-TRACK38'CORNER ER(OR 3-TRACK 40'CORNER EXTERIOR
'C4'ANCHOR LOCATIONS TVANCHORLOCATIONS 'CA•ANCHOR LOCATIONS any `W ANCHOR LOCATIONS I•---�+y�
(USE WHERE'OT IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) (USE WHERE'02r IS SPECIFIED) " (USE WHERE-CV IS SPECIFIED)
Rh H „ t1 I i
*4- 3
`\.�`QNi INNN Alle*11�+
4" 4"4" 130 587054" 4 w-STATE Of Wate4-TRACK4D•CORNER EXTERIOR 4TRAGK86•CORNE,20 EXTERIOR, E)RERIORXTERIO'04'ANCHORLOCATIONS TVANCHORLOCATIONS 47RACK8O•CORNER(USF.WHERE"C3'IS 3PEGIFIE� (USE WHERE'C5'IS SPECIFlED) 'C4'ANCHOR LOCATIONS
(USE WHERE'C0'IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) A.LYNN MILLER,P,E.
NOTES: P E�
FICD, samTA NTOTHEFnLLowaacta'caRN�L 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
HEAOANCNORLOCARONS: VINYL SLIDING GLASS DOOR NOA(LM) S 14105115
g0* _ 2)DETAILS DEPICTANCHOR QUANTITYAND SPACING,AND WOULD BE ANCHOR LOCATIONS D £ J ROSOWSKI
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.
He8di518 1
Jemb 6 3)TRACK-TO TRAGK i
P41ock 7 DISTANCE IS 2,375° 2.375" 2.375" CERT.OPAUTH.N2429S n n
FOR ALL HEADS AND SILLS: 1074 TECHNOLOGY DRIVE t
N.VENICE,FL 34275
(941)•480-1604 SGD-5670ill NTS 111 14 OF 21 MD 5574.0
MURESPERTAINTO
HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT. FOLLOWING IVCORNE SILL
— ANCNORLOCATIONS
135
Alp% ss,
4" 4. Oax�
4° o
ir
4° 7XTERiga 3.22' EX 1 Rt*'� fOR 4� 4 EXTERIOR P•hOok 7
'CVANCHORI OCATIONS `('IJ' 'CVANCRORLOCAT(OONS
2-TRACK 135'CORNER V 2-TPACK 138'CORNER
(OSEWHERE'CS ISSPECtFIED) (USEMERETV IS SPECIFIED) 'C WHERE ORLOCAECIFITIONS FWHE WHERE'CS'
(USE WHERE'CW(S SPECIFIED) {USE WriERE'CS IS SPECtFIEDj
4°
24&E)CrFRIOR
�° 4" PRODUCT RENEWED
4° as complyying with th,Florida
"" SngdingCode
OA-Ho. 15-1210.01
4° aExp(rotton Data 04114120210E?(SERIIOR 1EXT�IERR10 EXT�ERRI.OR By „�---
v v —3.22" V 3.22" V warn- Product control
'C4'ANCHOR LOCA DONS 'MAFL NCHORLOCATIONS 135'CORNER 3.TRACK 135"CORNER 3•TRACK 135'CORNER
(USEwHERE'C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) 'CWHE C-Ga-IS SPECIFIED)
'CW WHERE
LM SPECIFIED)(USE WYiERE'D3•IS SPECIFIED} (USE WriERE'C5 IS SPECIFiED)
4" #" , 4° 4' o \��\\\ONS LYNM��
4' NG.SR705I�XTERIO EXTEROF; EXTERIOR -� STA i a�6
� 3.22" Iv1 ",.i�. :'10RIPt' ' tU
4-TRACK f35'CORNER �./ 4-TRACK 135•CORNER s�
'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATION$ 4-TRACK 135'CORNER 4TRACK135'CORNER % �Q \\\
(USE WHERE'C3't3 SPECIFIED} (USES'ANCH RLOCPEOIF)EDj 'COANCHORLOCATIONS 'CB'ANCHOR LOCATIONS r,7INAI. `T.\
(ME WHERE'C3'IS SPECIFIED) (USEWHERIS CW IS SPECIFIED) 11I111
A.LYNN MILLER,P.E.
NOTES: RE N 58705
FIGURESPERINNTO THE FOLLON9NG tu-CoRNCR 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NEAR ANCHOR LOCATIGNSr VINYL SLIDING GLASS DOOR NIDA(LM) 14l05t15
13g 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING.AND WOULD BE ANCHOR LOCATIONS Em' 1 ROSOWSKI
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.
�IGaasui (W .
jamb 5 3)TRACK-TO-TRACK -
P-hook 7 DISTANCE IS 2.375' 2.375" W2.375" DEar,of auTH.a2eze3 a
FOR ALL HEADS AND SILLS; 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)-480-1800 IISGD-5570ill NTS i.15 OF 21 MD•5574.0
AGURUS PERTANIO ME FOLLOWN11
HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT 0,INTERLOCK OR ASTRAGAL' SPLICED SILL ANCHOR LOMNTJONS:
SPLICE SPLICESPLICIL EP
LOCATION4" 1.0....— 4" .11-11 — .11.C
—
4" 4
7' L ........
EXTERIOR EXTERLIOR99-3.2r EXTERIOR EXTERIOR
2-TRACK SPLICE & 2-TRACKSPLICE
D ANCHOR LOCATIONS 2-TRACKSPUCE 2-TRACK SPLICE 'C4. ANCHOR LOCATIONS
'CP ANCHOR LOCATIONS PCO'ANCHORLOCATiONS (USE WHERE'CY IS SPECIFIED) (USE WHERE-W IS SPECIFIED)
(USE WHERE cr is SPECIFIED) (USE WHERE-CS IS SPECIFIED)
SPLICE SPLICE SPLICE
MOE
SPLICE "A
LOCATION 1.010ATIOR7 4"
r–.4.TV
to 4" 4-
PRODUCT RENEWED
as camp Ing with the Florida
92. EXTERIOR 4"
EXTERIO 1 4" EXTERIOR --4 3.22' EXTERIOR __�r Building Wode
3-TRACKSPLICE S-7RACKSPUCF 3-TRACK SPLICE S-TRACK SPLICE NOA-No. 15-1210.01
\U ANCHOR LOCATIONS LOCATIONS %4ANCHORLOCAXIONS *CW ANCHOR LOCATIONS
(USE WHERE'C3-IS SPECIFIED) (USE MERE W IS SPECIFIED) (USE WHERE Tr is SPECIPIM (USE WHERE'CT'13 SPECIFIED) Expiration Bar.04/1412021
DY
Miami- q uct control
SPLICE 4.76' SPLICE S SPLICE
LOGAT16i—� LOCATION ] ON LOCATION7 N'
EXTERIOR1-'-1 4- EXTERIOR ---4 1--3.227, EXTERIOR �11 LYNN 14'1111
-TRACK SPLICE 4-TMCKS
I'D 4-TRACK8PUCE 4-TRACKSPLICE 'C'I"ANCHORILOCA'11ONS ANCHORLOCATIONS
'C41ANCHOR LOCATIONS W ANCHOR LOCATIONS
(USE IS SPECIFIED)
(USE WHERE'C3'IS SPECIFIED) (USE WHERECr IS SPECIFIED) (USE WHERE'CS'M SPECIFIED) Na 705
Z
NOTES: ..........S*IcNc�u'
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �10NAI
2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK A.LYNNMILLER.P.E.
HEAD ANCHOR LMT10ft FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. wDs
3)TRACK-TO-TRACK B VINYL SLIDING GLASS DOOR NOA(LM) 10106115
DISTANCE IS 2.376" 1 tl-376' I W2.37V D--3-.
FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F 114 ,1 J ROSOWSKI
4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED
CERT.OF RUTH.0 GQ Is
BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE
5 N.VENICE,FL 34275
1 P-hwx I RT (941)-480-1600 _IISGD-55701 I NTS 111 16 OF 21 MD-5570.0
PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES
PANEL OUTSIDESV INSIDE90• OIJTS10913V INSIDERS TCD
ASTRAGAL
TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL
INTERLOCK INTERLOCK STILE wi HANDLE BOXOUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER DOUBLE
INTERIOR OR INTERLOCK
EXTERIORGLAZEOSINGLE E F PP K L L TC TA TV TWE ( ..�.•r—C ASTRAGAL
INTERLOCKO (J macoug mu� Q/� SINGLE DOUBLE
Q
INTERLOCK K 8 �7 P A V C V V SA SV V W SD INTERLOCK �`�`^^""^`ti .INTERLOCK
0- UBLE
FIXED RR R S S FC FD FV FW A w IN Mom mmiv JO �` ""a LODKSTUE .
STILE Pawn Pox"
UASTRAGAL C� LocxsnLE
_j LOCKSTILIE D
wrIwNOLE ,,�'op,� ���
DOUBLE
ASTRAGAL DS INTERLOCK INTERLOCK
BOXOur LR T U
BOul MN N T U
U On
go-
ASTRAGAL CT CS CF
w ASTRAGAL
Z RECEIVER _
a ASTRAAGAL A T AS DF
a•.
RECEIVER
PRODUCT RENEWED
OUT.135- asBui
Noa-ldingcompC
Ing with the Florida
ASTRAGAL V NOA- ode
RECEIVER
No. 15-1210.01
IN.135• WT WS WF Expiration Data 04/14/2021
ASTRAGAL
RECEIVER - By
. Mipml- pProduct Control
LEFT RIGHT
PANEL. PANEL
STILE - STILE
PANELTYPE"P,SHOWN.
1�1UUnl�T1j�
PANEL NOTES
\�`k LYNN
1)SEE DP/ANCHORTABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE.
EN
2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE
VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 No.GG705
NOTAVAILABLE.
y^
PANEL TYPES 4- J ROSOWSKI - 9'• ` t4
3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL.CONFIGURATIONS 1S OW. ® < < spp •. MA E 00• lQ�
4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.of nuTN,azez9sd$ %CSS""""
1070 TECHNOLOGY DRIVE d dNA;;,
TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. N.VENICE,FL 34275 A LYNNMILLER,P E
(941)•480.1600 SGD-5570 NTS 170F21 J MD•5570.0 P.Ee 6870.5
10.635- .640 126 7�j .550 291 .061 -.762
1.812 1 5R00 030
JH .062 4928
mo
FE SCREW TRACK @.301 INTERLOCK GAP.
@ 4 TRACK
2 TRACK HEADIJAMB LA 4. =&SILL @COVER(PVC) ANCHOR PLATE EXTENDED POCKET 5.178
1.000 252 231 .060 2060 140-
8250 -8.260----- t .052 1,613
1.435 r '080
.100 1:3 1183 7-
❑ R .060
11 T . fsLIL TRACK 4--
.100-1 BOTTOM RAIL @ FRAME S! (5P.HGOKADAPTOR P-HOOK
03 4 3 SUPPORT ADD-ON @ COVER
3 TRACK HEADIJAMB @ TRACK 061 - 29 .094 125
-10.625 .540 640 291 .2 2.0761 2141
tw- 00 .076 i 1,400
._6 3to 2.61)7 E6
loo -5
_T - �-.062 082 .3291
1.81 l'B1 F
3 El' T f
6!!!ng (@EXTENDED I@ KEEPE*R REINFORCEMENT @ FIXED PANEL CLIP REINFORCEMENT
Lil'o, KEEPER BAR PLATE
rrTfft".,01) 4m
4 TRACK HEADIJAMB 2 TRACK SILL 2.838
1.670 625 1.695 1.605
I_ .09 2.696 .080
3A83 .126 .070 - 4. 4.279 .100 2.OL3 FF-D99
23 2.368 2.71 .312 2.2 1 6 L INTERIOR JAMB COVER
33 2.�68 .300 � ®2.760 ADO 58 12.025 0 T 4�D
LF m I I I
�-.188 182 .120 2.710 4 1.876 �_ PRODUCT RENEWED
.120 r___4 -L.4 2,291--4 j AOD - ancon
P)WIn with the Florida
No,
@BOTTOM TM BOTTOM @ INTERLOCK.300 @ INTERLOCK.400 @ASTRAGAL EXTENDED POCKET @INTERLOCK ASTRAGAL ADD-014 @PANEL STILE,TOP 0 0 15-1210.01
AND STILE AND STILE REINFORCEMENT. REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER AND oarTom RAIL "DA-N-
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration v.to 0411412021
12FS 63
REINFORCEMENT
3.452 sy
3326 NOTES: Miaml-De-Product Control
SEE SHEET 4 FOR
.472 919
.125 3.2 :J-125 .060 3.713 .090 3,345 SILL RISERS.
2A76 .046 1.600 3247 2)SEE SHEET 20
.0701 1 1 -P .085 919 FOR SCREEN PARTS.
.300 y 1.170 .229
slW CORNER @05*CORNER o135'CORNER (@135*CORNER @90*CORNER 40 ASTRAGAL
@90'CORNER 3)ALL DIMENSIONS
ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP. ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGALCAP, IN INCHES.
EXTERIOR INTERIOR EXTERIOR INTERIOR q LYN
.... ......
912 21071.28'1
_L. .262--1 173
VINYL SLIDING GLASS DOOR NOA(LM) No.68705.065
a
1.261 .062 1.261 1.2161
J ROSOWSKI sn
EXTRUSIONS
7116" @ 7116" @1-111161"1 w-'111611 @4 1-3110P 0 R%u
SQUARE READ BEVELED BEAD BEVELED BEAD OGEEBEAD OGEE OF-AD CERT.OF RUTH.0
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 IfISGD-5570 /LLYNmmjLL
111 NTS 111 18 or 21 MD-5570.0 IRA Ek
(941)-480-1600 PX.
11
1) 2)INSTALL CLIP JAMB TO HEAD
INSTALL 0 HEADER BLOCK TO HEAD
(4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY
PANEL411;%, 0. JAMB& INSTALL ONE BLOCK AT 64 HEADER
—TYPE AS USED STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK
IN INSTALLATION, _6L TABLE I AT ASTRAGAL,INSTALL
TABLE A,SHEET 1 ONE BLOCK THAT
(3)Nlox SPANS BOTH PANELS. na(3)#BX
11.SMS
FIXED Ip
23 FIXED INSTALL ONE CLIP AT THE (2)1W
MIDSPAN OF EACH FIXED
LIP PANEL-TO-FRAME JAMB LOCATION.
#8x1" Wool"
sms(�7 all/ (4#10
21 BAR COVER x r SMS°B
HEAD
T HE
SL
L
PANEL CLIP
ONE Ci P AT THE
40 FIXED
F EACH F1 _D
22 REINF.
BAR
at 98 x
1-1/4'SMS KEEPERS--,_'
— -----------
JAMB TOZKEEPER TO JAMB
SILL ASSEMBLY ATTACHMENT
I LOCKING JAMB
PRODUCT RENEWED
as coulplying with tha Markle
REINFORCEMENT PLATE Building Cado
ATTACH WITH#8 X 1-114* 4-PANE 2--TRACK KEEPER It NOA-Ko. 15-1210.01
34-1/2"MAX D.C. OXXX SHOWN Fxplratlon Date 04/1412021
(4)#IOX
2"SMS
60 INTERLOCK INTERIOR
CLIP COVER t.' 7
NOTES EXTERIOR
24 INTERLOCK 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING.
BOTTOM RAIL 4#lox 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENT$.
SUPPORT _112"SIMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS,
(2)#10XI'S
MS VINYL SLIDING GLASS DOOR NOA(LM) 11 10105m5l Z:
THROUGH SUPPORT,9z z
INTO PANEL
93#lox PANEL ACCESSORIES INSTALLATION J ROSOWSKI � 4-�
1-112'SMS ASSEMBLY -c
INTERLOCK SILL RETAINER 0
ALL PANEL CORNERS CERT.OF AUTH.#29298
W
CLIP ATTACHMENT ELDED,NO ASSEMBLY
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34276
&LYN LLER.P.F_
(941 Y480-11300 SGD-5570 ffJNTs 51 1190F21 1XII MD-5570.0 Jill r4m
BOX SCREEN DETAILS: STANDARD SCREEN DETAILS:
121 122
106 102 119 A 132 129
Ail 700
lie
HORIZONTAL SECTION - HORIZONTAL SECTION EXAMPLE 130
EXAMPLE 115
tat iii 1 32 AM
33
121
3 6
lit 122
100 3 A@. 6 Its 120 9 R@ HORIZONTAL SECTION EXAMPLE
tt
117
104 HORIZONTAL SECTION
11.11TAL.992ON EXAMPLE
102 1.081
EXAMPLE I1.202
1,778
1.778
.875 .876 l.- .05 .046J�
1 1.020
SCREEN SCREEN
SCREEN
o OXO
1.993 1.093 1.874 SFRAME ISIDERAIL, (9A$=SAL
RAIL LATCH ADAPTER
L .002 082 PRODUCT RENEWED
as complyin
with the Flodda
t�ISCREEN BOX SCREEN (9)BOKSOREFN 1.435 Building co 0
TOPRAILRAIL (BBOTTOMRAIL SIDE RAIL t—.726 NDA-No. 151210.01
tzr705 7 I!xpIratIon Date 0411412021
.
.040 By
113F49 1.020 1.593 .082 hVernt-Dadelmduct Control
-11.373 SCREEN VINYL (BFRAME SILL
4 R@ 1.872 .055 3 2 4 0 @ASTRAGAL SCREEN
3
3 ADAPTER ADD-ON
107 A62 -4 I—.372
10a SCREEN SCREEN 0)(0(960XSCREEN
INTERLOCK SNAP-ON ASTRAGAL
ART1CAL.pE�0N BLIGPLAP ADAPTER VERTICAL SECTION
EXAMPLE EXAMPLE NOTES: .LYNN
1.308 --11.487
I)ALL DIMENSIONS IN INCHES.
u a
�l,487
A50-= � —f
.055
1.510VINYL SLIDING GLASS DOOR NOA(LM) 11110/05/15 140.60
060
SCREEN DETAILS J ROSOWSKI re�
Fff. it
(RBOXSCREEN @E Ox SCREEN OSCRFENHEAO 14�-
ASTRAGAL SILLADD-ON (98ANXD JAMB ADD-ON L
ADAPTER CERT.OFAUTH,#29 •
1070 TECHNOLOGY DR(VE
N.VENICE,FL 34275
1(941)-480-1600 SGD-5570111 NTS III 20OF21 1241 MO-5570.0 it P.E.J#ragas
TABLE C: TABLE D:BOX SCREEN
# Part# Deecdptlon Material # Part# Description Material # 1 -Part-#-F Description Material
1 19001 2-Track HeadUamb pd PVC 42 19085 Sill Riser-(2-it2") 60897MAlum 100 12268 Box scraon Top Rab 8083 76 At
2 19002 2-Track Sol Rigid PVC 43 19022A Sill Riser-(3.112") 6083.78 Alum 101 12267 Box Screen Bottom Rall 6063 T6 At
3 19026 3-Track HeadtJamb Rigld PVC 44 19023A SIA Riser-(411181) 6089.78 Alum. 102 12268 Box Screen Side Re8 606376 At
4 10026 3-Track Sig Rigid PVC 45 19024A Sgt Ricer-4-&W 6088.76 Atum 103 64426 Box Screen interlock 6063 T6 At
6 19027 4Ttack HeadrJamb Rod PVC 60 718809W .187"x.320"Rascal(Stile) 104 17341A Box Screen Snap-on Bug flop 808379 AI
a 19028 4T1rack Sig Rigid PVC at 71695K 1-112"x i"x 314"Fin seal Dust Plug 105 64345 Box Screen O b Astragal Adaptor 6089 TO At
7 19009 Rome Screw Cawr Rigid PVC 62 71696 Dust Plug 108 17349 Box Street Astragal Adaptor 605376AJ
6 19031 Anchor Plate e083-T8 Afum. 60 419041 tntedock CAP Cover PVC 107 19039 Box Screen Frame SIII Add-m 8063 Te Al
0 19007 'Reek Insert 6063•TB Alum. 61 78163X Tandont Rd(or Assembly SS 108 19038 Sax Screen HeatViamtr Add-on 8083 TO At
10 19084 Interlock Cap-Extended Pocket Wgid PVC 62 78163N Tandem Roger Assembly Nylon 109 720XlX #1420 x 1"MS @ Top Reil SS
11 19038 Bom Roll Support 8083.78 Alum. 63 78X76FPTX 98 x 3rA Pix FH SMS( Ratter&Rain SS lig 720Xi12X #14,20 x 1.112'MS @ Bottom Raft SS
12 19o0dA Order Sig Cover 8083-TOAtum. 64 419042 Frame Header Block Nylon 111 7179M Wall,.270"x AW'-FN Seal
13 19011 819 hack Cover Rlgld PVC 66 46052 Rollor A4 Hole Plug PVC 112 618MK Welp,MOP'x.5001'@ Bug Flap
17 19032 p•Hook Adapter 6003-T8 Alum. 8S 44385 4 Note Bumper to PVC 113 7SRAZ Standard Roger Nylon.
1s 19020 P•Hook 8083.78 Alum. 67 76X114FP1X #8 x 1414"Ph.FH SMS @Bumper Stop as 114 1 76RAX IHDRdlor as
19 t9047M Extended Keeper 6063•TS Alum 68 718981# SAI plug PVC 116 wiles Screen Locking Hardvara Stest
20 1002911 Keeper 8063.78 Alum, 69 78186X Gerniial Mortise Lock wilon9 Tdm plate siesysS 116 419053 screen Keeper Steel
21 19014 Reinforcemant Bar Cover Rigid PVC 70 71032XlFPFX 10.32 x 1"Ph.FH MS @ Lack SS 117 76X1PPA #S x 1"Ph,PH SMS Steel
v 22 19030 RsinlarcamentBer 600&15 Alum 71 wdea Handle Kit costzm: 118 1803+4 Screen Spline-AW1&.16a Vmyl
23 19037M Fixed Panel Gip 6063.78 Alum. 72 19054 Interlock Retainer 01p Nylon 119 1618C20 Screen doth Fibegisas
24 19036M Reinforcement Plata 6083.78 Alum 76 Kornmeding 4SG TPS Spacer System
25 10017M Top Reg,Bottom Rail and Lockatile 6WS-75 Alum. 78 Quanex super spacer nXTvd1h Hot Melt Butyl Soo sheet TABLE E:STANDARD SCREEN
28 19048 Relnioroement Composite 77 Quanex Dureaoai 10 for # Part If Description Material
27 1901811 lintedock.300 Rs}nfxcsmsni,Std 6006 76 Alum. r8l
{and na130 Edge Spacer Matedalo 120 12033 Screen Frame Rstt 8083 TS Ai
28 19013M interlock.400 Reloforaemsnt,HD 6005-76 Alum Dow Coming 095 or 0E-7700 Bsckbeddny Silicone 121 12028A Screen Frame-Side Roll(!.etch) 6063 75 Al
29 19019M Astragal Reinforcement 6005.76 Alum 10090 7110"Square Bond Rigld pVC 122 17303 Screen 030?AsBagal Adapter 6063 T8Al
5-0 19083 Extended Pocket Interlock Adaptor 6003•TBAIum 7118"BeveledBead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC
31 19000 Intarlock Ada or Rigid PVC 19044 1-1118"Bowled Bead Rigid PVC 124 19012B Fmme SIII Screen Add-an 6083 TB Ai
32 19008 AstragalAdd-on Rigld PVC 19046 1.1116"Ogee Band Rigid PVC 125 6FP95K Bug Flap,65+1-5 du% Vinyl
33 19004 Penes stile,ToplBdlam Reil Rigid pVC 19018 1.9170"Ogee Bead Rigid pVC 128 78XI12PSATS #8x 1-112•Ph,PH SMS(Assembly) SS
94 1t1040 interior Jamb Cover 8083-TBAium. 7i726K Setting Block 10 x Vx 1116",85 0.6 dura. Neoprene 127 712827 ComerKey Wheal Assembly(Standard) Nylon
35 19078 135'Comet Askagal 6063•TSAium. BB 71726K Selling Block 1"x 4"x 1110",85+1-6 dura. Neoprone 128 7120278S Comer Key Wheol Assembly(HD) as
38 19077 135•Corner Astragal Pasehe Mount W03-76 Alum, Bo 781P37X #8 x i"Ph.PH SMS @ Frame Asaemdy as 129 vades Screen Locking HoMware Steel
37 19079' 135 Comer Astragal Cap-ERC. Rigid PVG 91 78X114PHPT41oX #0 x i-114"Ph,PH SMS fN Reint Bar as 230 710X34PPSDAX #10 x 314`Ph,PH SMS @ Screen Ass, as
W 19080 135'ComarAsIm aI Ca -Int. Rigid PVC 92 710XIPHPTIB•BX #10 x 1"Ph.PH SM3 @ Reil 9 art SS 131 7SX12PPSMSX #8 x 112'Ph.PH SMS @ Door Ast. SS
98 19078 90'Comer Aslregel 6083 T9 Aium. 99 710X1i6PPX #10 x 1.117 Ptx pH Sag
{�Fxd Pnl alp S9 132 1692)314 Screen Spline-.14S' Vinyl
40 19081 90'Comer AskaOal Cap-Ext, Rigld PVC 9d 710X2.SPHPTTB-SX #10 x 2117'Ph.PH SMS @ Rokrt PlaterAst a3 733 t01BC28 Screen Cloth • Flborgleae
4t 18082 90'Comer Astragal Ca -Int. Rigid PVC 85 71420)t226FPFX #12 x 2.114"Ph.PH SMS @ Hdr.Block SS
96 710X1.76PPX 0 x 1.314"ph.FH SMS @ Keeper 5-8
PRODUCT RENEWED.
87 770X14PPX j#i0 x 314"Ph pH BMs @ ext Pkt.int SS Builds 8 ivlagewith the Florida \,�,v'O`�Y ILYNtd fl
."4 r
NOA-No, d 15.1210.01 �. �\%. "i. ..*- p,
Expiration R 0411412021 ' yr
VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 ey =x r No.5a705
MIDMI-0 Product Control
- �PARTS LIST 1a J ROSOWSKt T55;fTn <tp.
CERT,OF AUTH.#29298
NOTES. 107+)TECHNOLOGY DRIVE " �''%�`SIONAl.F �
1)ITEMS#14.16,46.49,59.59,73,74&87-89,98&99 ARE NOT USED ANDd j tr
ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34276 g A rxNtt rosters P.E.
(041)480.1800 SGD-5570' NTS j 210F21 8 MD.5570.0 P.eassros