HomeMy WebLinkAboutNotice of Acceptance (2) File Copv
MIAMI•DADE MIAMI-DADE COUNTY
e REVIEWED PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC ED Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION PLIA786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ST. LUMP, Wnp m, www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive Pers� YV
ent
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having'Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"SGD-780"Aluminum Sliding Glass Door w/901& 135°corner(Reinf/Non-Reinf)—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-780.0 Rev C titled "Aluminum Sliding Glass Door(LM)", sheets 1
through 18 of 18, dated 10/05/15 and last revised on 04/22/20, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami—Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max Panels configuration is allowed per tables 1 thru 3,not to exceed 462.11 ft'.The inside/outside 900& 1351
corner units are limited to straight panel each corner side per tables 1 thru 3.
2. See sheets 7&8 for Design Pressure(DP),glass type,sill type for positive DP limit,applicable reinforcement
and anchorage quantity requirements.See sheet 11 for glass options. See sheets 12 thru 15 for anchors lay out at
tracks and corners. See Pocket anchor details in sheet 6.
3. Pockets wall,cavity is not part of this approval.Exterior/Interior Pocket wall&applicable Egress requirement 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#17-0420.04 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 Ishaq I. Chanda,P.E.
NOA No.20-0429.03
MIAMFDADE COUNTY Expiration Date: August 02,2022
�(1G9 L�yry Approval Date: October 15,2020
1 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files# listed below)
2. Drawing No. MD-780.0 Rev B titled"Aluminum Sliding Glass Door(LM)", sheets 1
through 18 of 18, dated 10/05/15 and last revised on 07/17/17,prepared by PGT Industries,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading 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 Aluminum SGD (w TPS, Super,
Cardinal&Duraseal spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports
No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed
and sealed by Idalmis Ortega, P. E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3)Water Resistance Test, per FBC, TAS 202-94
4)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, TAS 202-94
Along with marked—up drawings and installation diagram of Aluminum SGD w/1351
interior/Exterior corner& interior pocket mount,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No(s)FTL-8322 and FTL-8374, dated 08/06/15,both signed and sealed by
Idalmis Ortega, P. E. (Addendum letter dated Jan 18,2016, issued by Fenestration Testing Lab)
Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by
Architectural Testing, Inc., Test Report No.ATI-8124.01-401-18 R, dated 11/13/2008, signed
and sealed by Joseph A. Reed, P.E. (submitted under files# 12-0516.04)
Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-5618, dated 06/21/2008, FTL-
5619,dated 07/07/2008; FTL-5254, dated 05/17/2007 and FTL-5273,dated 05/07/2007
respectively, all signed and sealed by Carlos S.Rionda,P.E.(Submitted under file#11-
1018.12).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/08/17 and last revised on
07/17/17, complying with FBC-2017 (6th Edition),prepared by PGT, signed and sealed by
Lynn Miller, P.E.
2. Anchor verification calculations and structural analysis dated 01/20/16, complying with
FBC-2014 (5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E.
(submitted under file#15-0903.09)
3. Glazing complies w/ASTME-1300-02, 04&-09.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.03
Expiration Date: August 02,2022
Approval Date: October 15,2020
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I.
DuPont DeNemours& Co., Inc.) for the "Sentry Glass® (Clear and White) Glass
Interlayers", expiring on 07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. (Former E.I.
DuPont DeNemours&Co., Inc.)for the "Trofosil Ultra clear&color PVB Interlayers
(former Butacite)", expiring on 07/08/19.
F. STATEMENTS
l. Statement letter of conformance to FBC 2017 (6t'Edition) and FBC 2014(5a'edition),
prepared by PGT, dated July 17, 2017, signed and sealed by Lynn Miller, P.E.
2. Statement letter of conformance to FBC 2014(5t'edition)and letter of no financial interest,
prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller, P.E. (submitted under
file#15-0903.09)
3. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller, P.E.
4. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises& renews NOA#16-0629.10, expiring 08/02/22.
2. Test proposal# 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. MD-780.0 Rev C titled"Aluminum Sliding Glass Door (LM)", sheets 1 through
18 of 18,dated 10/05/15 and last revised on 04/22/20,prepared by PGT Industries, 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
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,
prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20-
2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,
PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and FTL-20-2107.4,PGT
PW7620A Aluminum Fixed Window(unit 10 in proposal) (Intel 07/1'10n all signed and
sealed by Idalmis Ortega,P.E. 1 St G7 1• L�tgnk
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.03
Expiration Date: August 02,2022
Approval Date: October 15,2020
E-2
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 71b Edition
(2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Glazing complies with ASTM E1300-04,-09,-12 and -16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (Former E.I.DuPont
DE Nemours&Co., Inc.) for the"Sentry Glass® (Clear and White)Glass Interlayers",
expiring on 07/04/23.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. (Former E.I.DuPont
DE Nemours&Co., Inc.) for the"Trofosil Ultra clear& color PVB Interlayers(former
Butacite)", expiring on 07/08/24.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 04/18/20, prepared, signed&
sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA revises NOA#17-0420.04 and updates to FBC 2020(71 Edition), expiring 08/02/22.
2. RER Test proposals#19-1155 dated 01/10/20 approved by Ishaq I. Chanda,RE, expiring
04/14/21expiring 04/07/25.
� S.c��� �• L�r�rn�.
Ishaq I.Chanda,PX
Product Control Unit Supervisor
NOA No.20-0429.03
Expiration Date: August 02,2022
Approval Date: October 15,2020
E-3
SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR TABLE B:SEE DETAILS ON SHEET 11
INCLUDING INT./EXT. POCKETS &900/1350 CORNERS Glass Description(Listed Table Sheet
GENERAL NOTES Type N N
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEET 11. 1 7/16•Laminated:(1)Lite of 3/1g'ANN Glass and(1)Ute oi3116'HS Glass wlth.D80•PVB Intedayer 2 7
2)DESIGN PRESSURES: 2 9116•Laminated:(1)Ute of 1/4'ANN Glass and(1)Life of 114"HS Glass with.090"PVB Intedayer 2 7
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 3 1-1/16•Laminated I.G.:31167 T Exterior Cap+7/16"Air Space+7116•Laminated consisting of(l)Lite 2 7
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. of 3/16'ANN Glass and(1)Lite of 3/16'HS Glass with.090"PVB Intedayer
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.
a 4 1-1/16'Laminated I.G.:1/4'T Exterior Cap+3/8'Air Space+7/16"Laminated eanalsting of(1)Uto of 2 7
3)ANCHORAGE:THE 33-1/3/STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 3/26•ANN Glass end(1)Ute of 3/16"HS Glass with.090"PVB Intedayer
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL g 3116"Laminated:(1) (1)te of a of ANN Glass and with
.09Ute" V13 I to Gies9 with.OBO•SG Intedayer 1 7
MEET THE REQUIREMENTS UI THE CURRENT FLORIDAREQUIREMENTS,
BUILDING CODE. 6 9/16'Laminated:(1)Lite of 1/4•ANN Glass and(1)Lite of l/4"HS Glass with.090•SG Intedayer 1 7
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE.
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7 7/16•Laminated:(2)Utes cf 3/16"HS Glass with.090•SG Intedayer 3 8
OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 8 9116"Laminated:(2)Utes of 1/4•HS Glass with.090•SG Intedayer 3 6
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 9 1-1116•Laminated I.G.:3116•T Exterior Cap+7116'Air Space+7/16'Laminated consisting of(1)Ute 1 7
6)REFERENCES:ELCO ULTRACON,DEWALT ULTRACON+,ELCOIDEWALT CRETEFLEX AND ELCO/DEWALT AGGREGATOR of 3/16•ANN Glass and(1)Lite of 3/16'HS Glass with.090'SG Intedayer
NOA'S,ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. t0 1-1116•Laminated I.G.:1/4'T Exterior Cap+3/6'Air Space+7116'Laminated consisting of(1)Lhe Of 1 7
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA 3/16'ANN Glass and(1)Ute of 3I16'HS Glass with.090'SG Intedayer
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 11 1-1/16'Laminated I.G.;3118'T Exterior Cep+7/18'Air Space+7/16'Laminated consisting of(2)Utes 3 8
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA o-1116' a Glass with.3116'T Intedayer
BUILDING CODE,AS APPLICABLE. 1-1/16"Laminated I.G.:114"T Exterior Cap+3/8"Air Space+7116"Laminated consisting of(2)Utes of
9)APPLICABLE TEST REPORTS:FTL 5254,5273,5818,5619,8322,8374&ATI 81241.01 401-18. 12 3/16"HS Glass with.090•SG Intedayer 3 8
TABLE A:
Anchor Frame Min.Edge Min.O.C. Min. ANCHOR NOTES
Anchor Typo Substmto Embedment or
Group Member Distance Distonce MetalThldoreea PRODUCT REVISED
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI DADE COUNTY,USE ONLY as eom
Southern Pine(SG=0.55) 9116' 718• tar6' ptying with the Florida
1112410 SS SMs MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A'ON THIS SHEET FOR EMBEDMENT,EDGE Building code
mi.of 3lhreads beyond All -T5 Aluminum &8" 8118" 0.063' NOA-No. 20.0429.03
( A36Steel 3.8• a116• 0.050" DISTANCE AND SUBSTRATE REQUIREMENTS.
rnelel aubetrale) Gr.33 Steel Stud 318• 9116• 0.045 :rpm
(18 Ga) Eitiun Date:0 810 212 0 2 2'
A AD Concrete(min.2.22 ksD 1-112• 3• I-W 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. By-_1'2 t.Z4-
114'AggreGalor® Jamb/P-hook Filled Block(ASTM C90) 2• 3• Y -
MIamHDada Product Control
Jamb/P•hook Hollow Block(ASTM C90) z• 3' 1-im" 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,1X WOOD BUCKS
All Southern Pine(SG-a55) 1• 1" tale' ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS
012 Steel SMS(Gr,6) Southern ne tare 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY
e (min oet threads beyond All 6063 36 Steel
319, 9116• 0.053• TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
metal substrate) 336 feel are• 9116' OA50"
Gr.33 Steel Stud 318" 9118' o.046-1e Ga ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
1W steel UhraCon9 All Conerate(min.7 65 ksl) 1' 4' 1a18"
C Jamb/P4=k Hollow Block(ASTM C90) 1• 61 1-t14• 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
114"steel UltmCon+0 Ali Concrete(min.3 kal) 1-6116" 4• 14 BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
Jamb I P-hook Hollow Block(ASTM C90) 2-1. 4' 1�B" ```�11 Y LYN I II jy�.
AJI concrete5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, N /v
114'steel UltmCorO Jamb I P-hoek Filled Block(ASTM C90 2-1/2' 4• 1.114" O"•• �� i
Jamb/P-rook Hdknv Bieck ASTM C90 z-1rr s• 1_V4• NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ` �•''1.1GEN,gF'•.�(�
D Head/sill Cororete(min 3.35 ksp I. 4• Iola^ ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO _ Q': •'.,�
Jamb/P-ook Concrete(min.3.35 ksi) 1• 6' taro° SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT _ n No.58705
1/a bto ss CreteFlexW amb/P hook Hollow Block(ASTM C90) ta14' 6• 1-114• AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. (/f _
M Southern Pine G-0.55 1' 1' 1a18" "0 ;1
1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS �� PTE. �ABOVE,CHOOSE THEANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL '
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. GENERAL NOTES.............13)FILLED BLOCK
VALUES
STR STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE I-SHEET 18. EXAMPLE CONFIGS..........2
4)FOR THE MINIMUM G SUBSTRATES, ��.,5 TONAL tE of
INSTALL DETAILS..............3 6
CODES I STANDARDS USED: IMPACT RATING DP/ANCHOR TABLES........7-8 A LYNN MILLER,P.E.
•2020 FLORIDA BUILDING CODE(FBC),7TH EDITION RATED FOR LARGE&SMALL EXAMPLES.........................9-10 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P,E,*5B7g5
•2D17 FLORIDA BUILDING CODE(FBC),6TH EDITTON GLAZING DETAILS............11 N.VENICE,FL 34275
•ASTM E1300-D9 MISSILE IMPACT RESISTANCE GENERAL NOTES J ROSOWSKI (941)-480-1600
•ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
ANCHOR LOCATIONS.......12-15
•ALUMINUM DESIGN MANUAL,ADM-2015 DESIGN PRESSURE RATING PANEL TYPES...................16 REGISTRATION 029296
•AISI SlOD•16 SEE TABLES 1-3&C1-C2 EXTRUSIONS.....................17 UPDATED TO FBC 2020,ANCHOR TABLE. ��b4/22/20
•AISC 360.16 ON SHEETS 7&8 PARTS LIST........................18
SGD-780 I NTS I 1 OF 18 11 MD-780.0 11 C
MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1-3 • PER TABLES 1-3 ' PER TABLES 1-3 PER TABLES 1-3
MAX..UNI IT / e MAX..UNI IT / / 3 MAX..UNII T MAX.UNIT aI_PANEL/CONFIGURATI
HEIGHT HEIGHT HEIGHT
PER
PER TABLE g PER TABLES 13 / / PERTABLES1� S ITABLE 3
1-PANEL 2-PANEL 3-PANEL CONFIGURATIONSONS
CONFIGURATIONS CONFIGURATIONS KAY
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH 4 PER TABLES 1-3X
PER TABLES 1-3 PER TABLES 1-3
3 31 MAX.UNIT
MAX.UNIT ' e MAX.UNIT a HEIGHTHEIGHT HEIGHT TABLES1.3PER PER TABLES 1-3 / / / / / PER TABLES 1-3 / / / / / / PRODUCT REVISED
ea complying with the Florida
Dullaing Code
5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS OUr$IOECORNERfiAYN.INb10ECORQt54 Ni NOA-No. 20-0429.03
Expiratlon Date:08102/2022
Elp—1.-7 1.L4"s
MAX.UNIT WIDTH MAX.UNIT WIDTH Miami-Dade Product Control
NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1-3 ' PER TABLES 1-3Nr—
'
I 3 �
MAX.UNIT ' a ' / e MAX,UNIT5- 1
HEIGHT 3 s / HEIGHT /
PER TABLES 1-3 / / / / / / / $ PER TABLES 1-3 /
rOC , j , ,�
cEHeN�/l'��':
7 PANEL CONFIGURATIONS B-PANEL CONFIGURATIONS
* N0.59705
CONFIGURATIONS NOTES: st=
' "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-7.875" G
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" '; Z0 of;
P P P P. POCKET DLO HEIGHT(TALL DOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" %O nTE F �
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE XXXX , XXXX OR XXXX .OXXX IN ,p = T'.
POCKET CONFIGURATION CAN BE OXXX PANEL HEIGHT=DOOR UNIT HEIGHT-2.25"
2)90"&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. /11NAL
1
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A LY P.E.MILLER,P.E.3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND . R 59705
34275
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,F1 00
CONFIGURATIONS ��J ROSOVVSKI (941}48D•160D
DETAIL LETTER REGISTRATION#29296
4)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. ® NO CHANGES THIS SHEET. 04/22/20
5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=462.11 FTr L—SHEET NUMBER SGD-780 1 NTS 111 2 OF 18 J9 MD-780.0 C UU-T
OPT.1X OR 2X WOOD BUCKSTRIP, METAL TYP.,SEE ANCHOR
SEE ANCHOR NOTE 3,SHEET 1 DETAIL Al DETAIL B1 DETAIL C1 IDETAIL D1 NOTE 4,SHEET 1;MIN.OF 3
CONCRETE/CMU PER THRU oc WOOD AsrRacaL INTERLOCK I I INTO METAL THREADS BEYOND THE
ANCHOR REQUIREMENT INTO MASONRY FACINGExr. METAL SUBSTRATE
FRAME WIDTH
TYP.ANCHOR TYPE, NOM.PANEL WIDTH 91
EMBEDMENT AND z1 12"FIXED"O"PANEL BRACKET 88 EDGE
EDGE DISTANCE PER " OQ TOP AND BOTTOM
DISTANCE
SUBSTRATE,SEE 31 92 2s
TABLE A,SHEET 1&
NOTE 3,BELOW DAYLIGHT
OPENING n 1-1/2"FROM
WIDTH EACH END
EMBEDMENT 3O
� EXTERIOR
EDGE DISTANCE .•'.:��� 25
�n7 31 EDGE
EXTERIOR 23 21 DISTANCE
'` I SEE TABLES 1-3 FOR 1
1/4"MA:X. I 3z 29 REINFORCEMENT 1
ExrERIOR REQUIREMENTS
TYP.ANCHOR TYPE, 1/4"MAX.
EMBEDMENT AND EDGE EMBEDMENT
DETAIL A2 HORIZONTAL SECTION(XXO SHOWN) DISTANCE PER
SUBSTRATE,SEE TABLE A
INTO ZX WOOD SHEET 1&NOTE 3,BELOW as coomyl PRODUCT wit Ithe Florida
DETAIL 62 Buliding Code
2X WOOD 1�TR^� :UDA-Mo. 20-0429.03
EMBEDMENT DETAIL C2 DETAIL D
BUCKSTRIP OR I� 1/4„MAX INTERLOCK INTO MASONRY FACING INi. Expiration Date:08/02/2022
FRAMING,SEE I DAYLIGHT
ANCHOR NOTE 3, —�{ OPENING 21 SEE TABLES By_I s"
SHEET 1 I WIDTH as 1-3 FOR 31 25 INrER OR
REINFORCEMENT EDGE DISTANCE
TYP.ANCHOR TYPE,
EMBEDMENTAND 29 REQUIREMENTS
EDGE DISTANCE PER B1 TYP.ANCHOR TYPE,
SUBSTRATE,SEE 90 es
TABLE A,SHEET 1& EMBEDMENT AND
97 83 EDGE DISTANCE
NOTE 3,BELOW 30 PER SUBSTRATE,
82 SEE TABLE A,SHEET .� ONY LYNN
31 67 1&NOTE 3,BELOW ���.•''VGENSFk28
�
EDGE 91 OR 92 +e EMBEDMENT NO.58705 �1
DISTANCE O ASTRAGAL MAY BE
E nRIOR 2 .{; CONCRETE/CMU INSTALLED IN EITHER CA
- o
11 124 1zs 112 PER ANCHOR INTERIOR OR EXTERIOR
REQUIREMENT DIRECTION.ALL PARTS
121 12z 119 1/4"MAX. —�I I--?: IDENTICAL. C�` '•`�oRIOP,.•' �..
t20 HORIZONTAL SECTION(XO SHOWN) ipNpL
NOTES A LYNN MILLER.P.E.
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.SEE SHEET 12 FOR ANCHOR LOCATIONS&SPACING ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P,E.N 58705
FOR EACH TRACK CONFIGURATION. N.VENICE,FL 34275
2)REFER TO ANCHOR NOTES,SHEET 1. INSTALLATION,HORIZONTAL X-SECT.1&J ROSOWSKI (941)-480-1600
3) FOR ANCHOR QUANTITIES,SEE TABLES 1-3.
4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST REGISTRATION R29296
NO CHANGES THIS SHEET. 04/22/20
REPORTS FOR EXACT DIMENSIONS.
5)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2. SGD-780 III NTS 3 OF 18 '� MD-780.0 11 C
DETAIL E1
INTO MASONRv DETAIL E2 DETAIL E3 DETAIL E4 BADE APPROVED MULLION,FBC
1x BUCKSTRIP CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANT ALUMINUM/STEEL FRAMING
ANCHOR REQUIREMENT
INTO Wood OR FRAMING,SEE ANCHOR REQUIREMENT
INTO MASONRY INTO METAL OR STEEL STUD.SEE SUBSTRATE
EDGE ANCHOR NOTE 3, ;,r..,- a. : PROPERTIES,TABLE A,SHEET 1
r SHEET
DISTANCE r r EDGE
EMBEDMENT s 4' °: DISTANCE
• i EDGE DISTANCE
EMBEDMENT ',�; EMBEDMENT
EMBEDMENT 1
1/4"MAX. 1/4"MAX
SHIM SHIM 1/4"MAX.SHIM /4"MAX SHIM J
t10
TYP.ANCHOR 1X OR 2X 417, TYP.ANCHOR TYPE,EMBEDMENT 7=.�tc,
HOR TYPE,EMBEDMENT AND
TYPE, WOOD TYP.ANCHOR AND EDGE DISTANCE PER TANCE PER SUBSTRATE,SEE
EMBEDMENT BUCKSTRIP, a1 TYPE,EMBEDMENT SUBSTRATE;SEE TABLE A,SHEET 1 TABLE A,SHEET 1&NOTE 3,BELOW
AND EDGE 27 SEE ANCHOR AND EDGE &NOTE 3,BELOW NOTES
DISTANCE PER NOTE 3, DISTANCE PER 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
SUBSTRATE, SHEET 1 SUBSTRATE,SEE OPT.SCREEN TRACK SEE SHEETS 12-15 FOR ANCHOR LOCATIONS&SPACING FOR
SEE TABLE A, TABLE A,SHEET 1 ADDON;SIMILAR FOR HEAD
SHEET 1& &NOTE 3,BELOW AND JAMB,2-4 TRACKS EACH TRACK CONFIGURATION.
NOTE 3,BELOW 2)REFER TO ANCHOR NOTES,SHEET 1.
3)FOR ANCHOR QUANTITIES,SEE TABLES 1-3.
078 4)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2.
DAYLIGHT .062 .713
A
61 OR 62 OPENING HEIGHT PANEL- r-- .713 SILL RISER PRODUCT REVISED
HEIGHT VARIES WITH
as complying with the Florida
REQUIRED Building Code
7s FRAME 4.409 POSITIVE NOA-No. 20-0429.03
HEIGHT 3.630 DESIGN Expiration Date:08102/2022
PRESSURE, By:_I.—, I.4-4—
EXTERIOR SEE SHEETS Mlam{-Dade Product Contra[
80 7 6.
SILL RISER SILL RISER
OPT.TALL 15 (4-1/2"TOTAL 15 (5-1/4"TOTAL
BOT.RAIL 23 zz SILL HEIGHT) SILL HEIGHT) 062
62 OR 53 124 71
GROUT AS ,062 --j r— 713
NEEDED, 13 .713 f~ .713
O62 SEE T4
ANCHOR 27 1za 12 #12SHOWN 1.878 2.626 �� ONYLYI�N�/,,�
11s OR 118 #13-18 ALSO APPLY .780 y `���.• �10ENSF•.,(e
N
OTE 5, 48 11t --L _ =
SHEET 1 1s O _ No.58705
B 1-5/8"=TOTAL SILL RISER SILL RISER SILL RISER _tT SILL HEIGHT (1-5/8"TOTAL (2-3/4"TOTAL 14 (3 1/2"TOTAL -_ D io
12 13 q
L SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
TATE
1/4"MAX ,:` EDGE 'i,C��'.�[oRIOP..•''
SHIM DISTANCE 1/4"MAX.SHIM �,� /O ENG`
EDGE '29 i iSrr,NAL1t11��
DISTANCE TYP.ANCHOR TYPE, EMBEDMENT TYP.ANCHOR TYPE, A LYNN MILLER P.E
EMBEDMENT EMBEDMENT AND 2X WOOD EMBEDMENT AND ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR p,E M"E
EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER N.VENICE,FL 34275
CONCRETE/CMU BSTRATE,SEE FRAMING,SEE SUBSTRATE,SEE INSTALLATION,VERTICALX-SECT. j& J ROSOWSKI (941)-480-1600
PER ANCHO DETAIL F1 T BLE A,SHEET 1& ANCHOR NOTE 3, DETAIL F2 TABLE A,SHEET 1& REGISTRATION#29296
REQUIREMEN INTO MASONRY TE 3,BELOW SHEE711 INTO WOOD I NOTE 3,BELOW NO CHANGES THIS SHEET. �1 04/22/20
IL VER CTION VERTICAL SECTION SGD-780 III NTS 111 4 OF 18 11JIMD-780.0 jI C
4
^I' INTERIOR 47 34 49
6 � "
Y1 49 INTERIOR 39 .
g) 1
tao 19"MAX.O.C.
4e
17-1l2"
95 DETAIL H1 MAX.O.C.
as°
INSIDE CORNER
21
92
EXTERIOR
V
EXTERIOR 90°
DETAIL G 135°
135'
INSIDE CORNER .F�
L�Rbq EXTERIOR INTERIO
1 9
INTERIOR a PRODUCT REVISED
-1/ as complying with the Florida
Building Code
1 EXTERIOR NOA-No. 20•042J.O3
a Expiration Date:08/02/2022
90° By_Isa I.Cti.
r
135° INTERIOR Miami Dade Product Control
INTERIOR
DETAIL H2
sa
OUTSIDE CORNER
°R 37
34 �� t,Y LY21
N^T�///�
DETAIL G2 4s No.58705 '
Y35' � •: *_
OUTSIDE CORNER 36 �73•..� Q ;•Q:
EXTERIOR 94
i�� ATE F
19"MAX.O.C_Tao Il 93 EXTERIOR 96 99 v O
I� 5 17-112" •, S� NC�`�•
93 ///I1NAL1j1�1�
92 MAX
X O.C.
A.LYNN MILLER,RE
NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E#50705
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,F1 00 -
2)SEE SHEETS 14-15 FOR ANCHOR LOCATION&SPACING.FOR CORNER ASTRAGAL HORIZ.X SECT. J ROSOWSKI REGISTRATION
ANCHOR QUANTITIES,SEE TABLES 1-3. REGISTRATION e2szss
3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR NO CHANGES THIS SHEET. 04/22/20
EXTERIOR,DEPENDING ON CONFIGURATION. SGD-780 NTS 5 OF 18 1111 MD-780.0 JJ9110
7�
OPTIONAL NON-
STRUCTURAL
ANCHORS FORDETAIL 11
INTERIOR CONCRETE/CMU
POCKET JAMB INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT /—PER ANCHOR
INTERIOR AND EDGE DISTANCE PER DISTANCE
EXTERIOR REQUIREMENT
SUBSTRATE,SEE ABLE A,BE
<�3 SHEET 1&NOTE 2T LOW EMBEDMENT
INTERIOR POCKETS MUST so 31
A' -----------T
INCLUDE A NON-STRUCTURAL
FRAME JAMB TO PREVENT 114"MAX. so SEE NOTE 4,BELOW
EDGE DISTANCE
WATER INFILTRATION. iL EMRIOR
EMBEDMENT
POCKET BY OTHERS,SEE EDGE
NOTE 6 BELOW. DISTANCE 1/4"MAX. so SEE NOTE 4,BELOW
TYP.ANCHOR TYP E,
EMBEDMENT AND EDGE ExTERIOR
ED EMBMENT
DISTANCE PER SUBSTRATE, • DETAIL 12
SEE TABLE A,SHEET I& ExTERIOR INTO MASONRY
NOTE 3,BELOW CONCRETE/CMU
EDGE PER ANCHOR EXTERIOR POCKET
DISTANCE REQUIREMENT
INTERIOR POCKET PRODUCT REVISEDas complying with the Florida
METAL TYP.,SEE ANCHOR NOTE EDGE TYP.ANCHOR TYPE, Building Code
4,SHEET 1;ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE NOA-No. 20-0429.03
BE A MIN.OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER Expiration Date:0810212022
THE METAL
SUBSTRATE FRAMING,SEE ANCHOR--\ SUBSTRATE,SEE TABLE A, By-
NOTE 3,SHEET I Q SHEET I&NOTE 3,BELOW Mlaml-Dade Product Control
EMBEDMENT EMBEDMENT
I INTO METAL
�—j EMBEDMENT EDGE DISTANCE -
EDGE DISTANCE EDGE t
DISTANCE 1/4" /--SSEE NOTE 4,BELOW
MAX.
....LYNAI
EMBEDMENT 39
DETAIL#4 _%GEN
1/4"MAX. 80 SEE NOTE 4,BELOW 30 EXTMIOR
0 :
INTO 2X WOOD 45. 0.58705 1.
TYP.ANCHOR TYPE, CA
EMBEDMENT AND EDGE EXTER
DISTANCE PER SUBSTRATE, EXTERIOR POCKET 0 lij
SEE TABLE A,SHEET I& STATE 0
NOTE 3,BELOW
EXTERIOR POCKET %el '40RIOPI
"/i 70NAL
NOTES 11) 0
.
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA(LM)Iml 10105/15 1070 TECHNOLOGY DR LYNN MILLER,P.E.
A P.E#5B705
2)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275
3)SEE SHEET 15 FOR ANCHOR LOCATION&SPACING. P-HOOK EXAMPLES,HORIZ.X-SECT. 11 4-J ROSOWSKII (941)-480-1600
4)#10 X 3/4"SMS @ MAX.5-1/2"FROM ENDS&12-MAX.O.C. 14AI04/22120 REGISTRATION W292DG
6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. NO CHANGES THIS SHEET.
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY
OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. I SGD-780111 14TS 111 6 OF 18 1111 MD-780.0 16 C
TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN
For comer astragal anchorage on 9o•&135'comer units,see sheets 14&15 PRESSURE,USING THE ANCHOR 1)IF WATER INFILTRATION RESISTANCE
Table applies to Glass Types 5,6,8 Door Unit Height QUANTIES LISTED BELOW.SEE IS REQUIRED,THE LESSER VALUES OF
&10 containing ANN-Hs SG 80" e4' 98• toe^ tzo• TABLE A,SHEET 1 FOR COMPLETE EITHER TABLE 1 OR 2 AND TABLE C1
Laminated Glazing.Reinforcement 7 acre I"Pane aig anal Height- 1053W anal Height- 117�4•Panel eig t•• ANCHOR LIMITATIONS. DETERMINES THE WATER LIMITED(+)
(pad#29)is not required in the Anchor Group Anchor Group Anchor Group Anchor Gmup Anchor Group THE MAXIMUM DP AT THESE ANCHOR DP'
Exterior Interlock A s c D A e c v A e c D A Elc D A e c D QUANTITIES.ADDITIONALLY,THE
Design Pressure +80/-W psf +80/-80 psf +80/-Bo psf +60/-70 psf +60/-7o psi MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-518"SILL RISER,#12,MAY ONLY
28-119" Head/Sill C4+1 CA+1 C4+1 C4+1 G1+1 CA+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C6+1 C4+1 C4+1 C6+1 C6+1 C4+1 c4+1 HEIGHT MUST ALSO BE CONSIDERED, BE USED WHERE WATER INFILTRATION
3� DLO Jamb 8 8 6 i 6 8 B 8 8 10 8 8 e 10 8 a 8 10 10 1 10 1 10 SEE TABLE C1,THIS SHEET. RESISTANCE IS NOT REQUIRED OR
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 OVERHANG IS PER FIG 1.IF SO,+DP'S
TOTAL#OF ANCHORS CLUSTERED SHOWN IN TABLES 1 OR 2 MAY BE USED.
Design Pressure +80/-eopsf +80/-80psf +80/-80psf +60/-70psf +60/-70psf THROUGH THE HEAD&SILL AT EACH
4V 34-1/8• Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C4+z C4+z cs+z C6+2 Cs+1 Cfi+1 cs+2 cs+2 cs+1 cs+1 PANEL MEETING POINT.(EX:FOR C4+1, 3)SEE SILL RISER TYPES ON SHEET 4.
DLO Jamb 8 e 6 6 e 1 e 1 8 1 8 to 1 10 1 B 1 8 10 10 1 8 8 12 1 10 1 10 1 10 4 ANCHORS REQUIRED AT PANEL
P-hook 4+4 4+4 1 4+4 4+4 4+4 1 4+4 1 4+4 1 4+4 4+4 1 4+4 1 4+4 1 4+4 6+5 6+5 1 5+5 5+5 5+5 1 5+5 1 6+5 1 54:5 MEETING POINT AND 1 ANCHOR 4)DETAILS APPLY TO 2,3 AND 4 TRACK
Design Pressure +60/-Bops/ +80/•80ps1 +80/-80psf +60/-70psf +60/-70psf REQUIRED AT MIDSPAN OF PANEL). CONFIGURATIONS.
40-1/8" Head/SillC4+2 C4+2 01+2 C4+2 C6+2 C8+2 CA+2 C4+2 C6+z C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C6+2 C6+2 C6+2 06+2 C6+2 TOTAL#OF ANCHORS
48• DLO Jamb B 8 e e 1D e e 8 10 10 e 8 12 10 B a 12 12 10 10 THROUGH THE JAMB. 5)REFER TO ANCHOR NOTES,SHEET 1.
P-hook 4+4 4+4 1 4+4 4+4 4+4 1 4+4 1 4+4 1 4+4 4+4 1 4+4 4+4 4+a 5+5 1 5+5 1 5+5 1 5+5 1 5+5 1 5+5 5+5 1 5+5 THE#OF ANCHORS THROUGH THE 6)SEE SHEETS 12-15 FOR ANCHOR
Design Pressure +80/-BD psf +80/•6o f + -6opsr P-HOOK INSTALLED FROM THE LOCATIONS&SPACING.
54" 46-118" Head/Sill C4+3 C4+3 C4+2 C4+2 C8+3 C6+3 C4+ C4+2 C8+3 3 C6+2 +2 INTERIOR+THE#OF ANCHORS
DLO Jamb 10 8 6 6 10 1 B 1 e 8 12 to 8 e INSTALLED FROM THE EXTERIOR.
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4
Design Pressure +80/-80psf +80/-80psf +76. -76.2psf
Not available In these sizes
52-118" Head/Sill CB+3 C8+3 C4+3 C4+3 C6+3 C6+3 C6+3M4+4
C6+3 C6+3 C6+3 C8+3 PRODUCT REVISED
60' DLO Jamb 10 8 6 6 10 10 e12 1z 8 8 O USED IN EXAMPLE 2,SHEET 10 as Building
Ling with the Florida
Bunding Code
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+45+5 5+5 4+4 4+4 NOA-No. 20-0429.03
+/-80.0 PSF FOR GLASS TYPES 6,9&10. "SEE FORMULAS BELOW Expiration Date:08/0212022
TABLE 2:
By-._I sw2 1.«,"�
Design Pressure(DP)and Anchor Quantities Required, Miami-Dade Product Control
(for all approved configurations on Sheet 2)
For comer astragal anchorage on 90•&135'comer units,see sheets 14&15
Table applies to Glass Types 1-4 Door Unit Height TABLE Cl:
containingANN•HS PVB Glazing. 80, 96" Water-Limited FIG 1:
Reinforcement(part#29)is not 773l4 Panel Height" 93- "Panel Heig t•• (+)Design Pressure
required in the Exterior Interlock. Anchor Group Anchor Group
A B C D A B C D Sill Total Sill Max.(+)DP OH LENGTH
Design Pressure +65/-65psf +65/-65psf Riser Height Allowed
281/e" Head/Sill
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 12 1-518' See Note 2 F \`\()0 LYAl/
38, DLO Jamb 6 6 6 8 B e a a 13 2� =+73.3
DOOR ASSEMBLIES INSTALLED `\•��`O•''.CEN V��!
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+42 WHERE THE OVERHANG(OH) ��,• v SP l�
a 14 3-1/2' LENGTH IS EQUAL TO ORDesign Pressure +65/-65psf +65/-65psf 15 p GREATER THAN THE OVERHANG _= ¢= No.58705 *_
34-118" Head/Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 HEIGHT IS EXEMPTED FROM = _
0. 42" 16 5 1/4" +80.0 psf WATER INFILTRATION E41
DLO Jamb 6 6 6 8 8 8 8 8 �0P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4RESISTANCE. O . ATE FDesign Pressure +65/-65psf +65/-65psf ., ... G4D-1/8" Head/Sill C4+2 C4+2 Ot+2 C4+2 C4+2 C4+2 C4+2 CA+2 '� /0•. Eta''//1 j�AL 1111�\
DLO Jamb 8 6 6 6 10 8 8 8till
P-hook 4+4 1 4+4 4+4 4+4 4+4 4+4 4+4 4+4 A LYNN MILLER,RE
—SEE FORMULAS BELOW ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E#68705
N.VENICE,FL 34275
DLO WIDTH=NOM.PANEL WIDTH-7.875" DP&ANCHOR QUANTITY TABLE II-J ROSOWSKI (941)-480-1600
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" REGISTRATION 029296
NO CHANGES THIS SHEET. 141104122r2O
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" Q
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" SGD-780 NTS 7 OF 18 3 MD-780.0 F$ C
TABLE 3: ANCHORAGE TYPE PER SUBSTRATE
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN
For comer astragal anchorage on 90'&135'comer units,see sheets 14&15 PRESSURE,USING THE ANCHOR
Table applies to QUANTIES LISTED BELOW.SEE
PP Door U0 Height TABLE A,SHEET 1 FOR COMPLETE
Glass Types 7,8,11&12 80' 84" 96• 108" 720' 132' 144' ANCHOR LIMITATIONS.
Reinforcement(pelt#29)is reaulred 77J 4 Panel Height" 81�/4"Panel Height'• 93 3!4"Pane Height** 105314'Pa Height- 117314"Pane a ght 12 /4'Panel Height- 141 4 Panel Height'•
In the Exterior Intedock Anehor Group Anehor Group Anehor Group Anetror Group Anchor Group Anchor Group Anehor Group THE MAXIMUM DP ATTHESE ANCHOR
A B C D A B C D A B C D A B C D A B C D A B C D A B C D QUANTITIES.ADDITIONALLY,THE
Design Pressure +105/415psf +105/-115ps/ +105/-115psf +105/-115psf +105/-109psf +98/-gaps/ +89/-89psf MAXIMUM POSITIVE DP DUE TO THE SILL
30" 22-1/8" Head/Slil 04+1 C4+t C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 C6+t C6+t CB+1 Ce+1 C6+1 C6+1 C6+1 Cs+1 C6+1 06+1 C6+1 C6+1 C6+1 C6+11 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 HEIGHT MUST ALSO BE CONSIDERED,
DLO Jamb 10 e 6 6 10 e 6 8 10 10 8 8 12 12 8 8 14 12 10 10 14 12 10 10 14 12 12 12 SEE TABLE C2,THIS SHEET.
P hook 4+4 4+4 4+4 4+4 4+4 4+4. 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 6+8 6+6 B+g 8+8 8+6 8+8 6+6 6+6 TOTAL#OF ANCHORS CLUSTERED
Design Pressure +105/-1i5psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +101.6/-111.2psf +77.9/-85.3psf THROUGH THE HEAD&SILL AT EACH
36' 28.1/8' Head/S01 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C5+2 CB+2 2 C8+2 C5+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C8+1 C8+1 C8+1 CB+1 PANEL MEETING POINT.(EX:FOR C6+1,
DLO Jamb 10 to 8 6 10 10 el 8 12 12 70 8 14 12 10 8 18 14 72 70 18 is 12 10 14 14 12 12 6 ANCHORS REQUIRED AT PANEL -
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 5+5 5+5 5+5 5+5 8+8 6+8 6+8 5+5 6+8 8+8 8+8 6+8 8+8 8+6 8+6 8+8 MEETING POINT AND 1 ANCHOR
Design Pressure +l05/-115psf +105/-il5psf +f05/-115psf +l05/-fi5psf +f05/-1l5psf +88/-96.gpsf +67.3/-73.8psf
REQUIRED AT MIDSPAN OF PANEL).
c 34-118" HeadfSill 06+2 08+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C8+2 C8+2 C8+2 C8+2 C8+2 C10+2 Cto+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 116+S
C6+2 C6+2 TOTAL#OF ANCHORS
}�- 42' DLO Jamb 12 10 8 6 12 10 8 8 14 12 10 8 16 14 12 70 t8 16 12 10 18 16 12 10 12 12 THROUGH THE JAMB.
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 6+6 8+B 6+6 5+5 7+7 7+7 6+8 5+5 6+6 6+6 6+6 6+6 6+6 6+6 THE#OF ANCHORS THROUGH THE
a. Design Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +78/-85.4psf W.2psf P-HOOK INSTALLED FROM THE
40.118" Head/Sill C6+3 + C6+3 C6+3 C6+3 C8+3 C8+3 C6+3 C8+3 C8+3 C8+3 C8+3 C10+3 C70+3 C8+3 C8+3 C10+3 Cto+3 C10+3 C10+ CB+2 C8+2 CB+2 CB+2 C6+2 CB+2 INTERIOR+THE#OF ANCHORS
Z48" DLO Jamb 12 10 8 8 12 12 10 8 16 14 10 6 18 18 12 10 20 18 14 12 18 18 72 10 92 12 INSTALLED FROM THE EXTERIOR.
P-hook 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 8+6 6+6 5+5 4+4 6+6 6+6 6+6 5+5 7+7 7+7 7+7 5+5 8+8 6+6 8+8 6+8 6+8 8+6
Design Pressure +105/415ps/ +105/-115psf +105/-115psf +105/-115psf +94.8/-103.8ps/ PRODUCT REVISED
4151/8" Head/Sill C6+3 C8+3 C6+3 C6+3 C8+3I
C8+3 C6+3 C6+3 C8+3 CS+3 C8+3 C8+3 C70+3 C10+3 C8+3 C8+3 C10+3 C70+3 C10+3 C10+ as PRODUCT
with IStfi Florida
DLO Jamb 12 12 10 8 14 12 10 8 16 14 12 10 18 16 14 10 20 18 14 12 auliding Code
NOA-No. 20-0429.03
P-hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 8+6 g+8 8+8 4+4 7+7 7+7 7+7 5+5 7+7 7+7 7+7 5+5 Not available in these Si2:6s Expiration Date:08/0 212 0 2 2
Design Pressure +105/-115psf 105/-ll5psf +105/-115ps/ +103.4/-107psf +86.7/-95psf
6y_Is�2 1.
so. 52-1/8" Head/Sill C8+4 C8+4 CB+4 C6+4 C8+4 CB+a C8+4 CB+d C8+4 C8+4 CB+4 CB+4 C10+4 Cl0+4 C10+4 010+ C10+3 C70+3 C10+3 C10+ G4""
DLO Jsmb 14 12 10 8 14 12 10 78 8 18 16 12 10 20 14 12 20 18 14 12 MIamI-Dade Product Control
P-hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 1 4+4 0+6 6+6 6+6 4+4 7+7 7+7 7+7 5+5 7+7 1 7+7 7+7 5+5
"SEE FORMULAS BELOW
OUSED IN EXAMPLE 1,SHEET 9
TABLE NOTES: TABLE C2:
Water-Lhnited �LENGTH**
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUE OF TABLE 3 (+)Design Pressure I I I
AND TABLE C2 DETERMINES THE WATER LIMITED(+)DP. Sill Total Sill Max.(+)DP `��` 0 -Y LY/yN
2)THE 1-5/8"SILL RISER,#12,MAY ONLY BE USED WHERE WATER INFILTRATION Riser Height ABwued `P���•'%.ICENSF
H DOOR ASSEMBLIES INSTALLED
RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.IF SO,+DP'S SHOWN IN 12 15/8' See Note 2 WHERE THE OVERHANG(OH) No.5B7p5
TABLE 3 MAY BE USED. 13 2 +50.0 psf W LENGTH IS EQUAL TO OR
14 3-1/2' +73.3 psf = GREATER THAN THE OVERHANG = p
3)SEE SILL RISER TYPES ON SHEET 4. 15 0 f O HEIGHT IS EXEMPTED FROM =70 c
WATER INFILTRATION `• S ATE O .`
4)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 16 5-1hr +105.0 psf '• F
RESISTANCE <oRIOA,,•
5)REFER TO ANCHOR NOTES,SHEET 1. "",101VALI
6)SEE SHEETS 12-15 FOR ANCHOR LOCATIONS&SPACING. ALUMINUM SLIDING GLASS DOOR NOA(LM)$ 10/05/15 P
1070 TECHNOLOGY DR A LY A MILLER,RE
.EN 58705
g N.VENICE,FL 34275
DLO WIDTH=NOM.PANEL WIDTH-7.875" DP&ANCHOR QUANTITY TABLE 8$J ROSOWSKI (941)-480-1600
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.4T' NO CHANGES THIS SHEET. REGISTRATION#29296
�`�04/22/20
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29"
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" SGD-780 NTS 8 OF 18 Jill MD-780.0 Jill C
EXAMPLE 1: HEADISILL MAY 4
3-PANEL,3 TRACK STRAIGHT CONFIGURATION-PXXX, FOR STABILITY OR TO ALIGN A BE SPLICED AS INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FORADDITIONAL
INTERIOR MOUNT POCKET, SPLICED HEAD/SILL,EX AANCHORS NEEDED. �-• ANCHOR INFORMATION.
MAY BE ADDED IN THE POCKET OF INTERLOCK OF INTERLOCK
48"X 80"NOM.PANELS,LAMINATED,IG GLAZING, 6' CENTERLINE CENTERLINE I CENTERLINE
ANCHOR GROUP B IN WOOD SUBSTRATE, I MAX. OF PANEL 1 4, OF PANEL OF PANEL3
PROJECT DESIGN PRESSURE REQUIRED:+98.2/-108.6 PSF o 0 o • • •
11"MAX. o o • • • '• • '•
"+3• •+3'ANCHORAGE, 24^MAX' g•
ANCHORAGE, SHEET I2 ANC
HORAGE, MAX. I�-
145/16"MAX. SHEET 12 CLUSTER, EXTERIOR SHEET 12
'Cfi•CLUSTER,
SHEETI3 fl SHEETI3 ENDANCHORAGE
FRAME JAMB SEE POCKET JAMB V (MIN.I ANCHOR)
REQUIRED @ INSTALLATION ON
INTERIORPOCKEfS SHEETS HEAD/SILL ANCHORAGE DETAILS
'ANCHOR POCKET BY OTHERS,SEE PXXX,3-TRACK
PAIR' NOTE S.SHEET 6
4ANHORS
PERPENDCULAR USER INSTRUCTIONS:
TO THE GLASS 4ANCHORS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1-3 FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS
PARALLEL TO EXTERIOR THE REQUIREMENT OF+98.2/-108.6 AT A NOM.PANEL SIZE OF 48"X 80".FROM TABLE 3,SHEET 8,THE DESIGN PRESSURE IS
THE GLASS +105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS.
FOR WOOD INSTALLATION I Head/Sill C6+3 PRODUCT REVISED
USING ANY ANCHOR IN GROUP Jamb 10 as complying with the Florida
B(SEE TABLE A),TABLE 3 SHOWS Building Code
ANCHOR REQUIREMENTS OR P-hock 4+4 NOA-No. 20-0429.03
24-112• Expiration Date:08/02/2022
MAX 6"MIN. 2 ANCHOR LOCATION DETAILS, AS SHOWN ON THIS SHE 1-- I.cF",s
( ET)CAN BE FOUND ON: Br._ 2
24-1n" HEAD/SILL:SHEET 13 FOR THE"C6"CLUSTER ANCHORS AT INTERLOCK SHEET 12 FOR THE INTERMEDIATE"+3"ANCHORS Miami-Dade Product Control
MAY, LOCATED AT THE CENTERLINE OF ALL 3 PANELS.
JAMB:5 PAIRS OF ANCHORS=10 TOTAL ANCHORS;REFER TO
SHEET 12 FOR GENERAL LAYOUT.P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 END PANEL ANCHOR EXCEPTION,("TO NEXT CLUSTER+1"ANCHORAGE ONLY):
ANCHORS PARALLEL TO GLASS;REFER TO SHEET 15 FOR GENERALLAYOUT. TO BE 24.O.C.OR LESS
5.44" •
MIN. 3)INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON:
HEAD/SILL&JAMB:SHEETS 3&4 ��"% % LYNN
P-HOOK:SHEET �,.•
MAX M FOR PRODUCT REFERENCES,ALSO SEE: I--CENTERLINE OFEND PANEL
MAX. .:
D.C. A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY No.58705
=
INTERIOR EXTERIOR LOCATIONS OF CROSS-SECTION DRAWINGS. REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR = 0 :c '
�j B)SHEET 11 FOR SPECIFIC GLAZING TYPES. CLUSTER IS OVER.24",OTHERWISE ANCHORS ARE NOT '� '• C LYZ
C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: %�T'•. F ATE F ,:( �
RX EXTRUSION
R SS-SECTION DRAWINGS
E)SHEET 18 FORA BILL
/.�OR19 P,•C'
C�
1"16"MAX. 11"MAX. �/,ONAL
7-11116°MAX.
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A LYNN MILLER,P.E.
:�f ---f N.VENICE,FL 34275 P.E#58765
P-HOOK JAMB STRAIGHT DOOR EXAMPLE &'J ROSOWSKI (941)-480-1600
ANCHORAGE ANCHORAGE if
REGISTRATION 029298
DETAILS DETAILS NO CHANGES THIS SHEET.
004/22/20
SGD-780 III NTS 111 9OF18 it MD-780,0 jj}j C
EXAMPLE 2: USER INSTRUCTIONS:
5-PANEL,2 TRACK, 71 1)KNOWING THE PRODUCT REQUIREMENTS,SCAN THROUGH TABLES 1-S FOR A DESIGN PRESSURE THAT
90"OUTSIDE CORNER-PXX/XXO, MEETS OR EXCEEDS THE REQUIREMENT OF+68.41-77.1 AT A NOM.PANEL SIZE OF 54"X 84".FROM TABLE 1,
EXTERIOR MOUNT POCKET, SHEET 7,THE DESIGN PRESSURE IS+801-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE
64"X 84"NOM.PANELS,LAMINATED GLAZING REQUIREMENTS.
ANCHOR GROUP C IN CONCRETE SUBSTRATE 14s116"MAX.
PROJECT DESIGN PRESSURE REQUIRED:+68.41-77.1 PSF FOR CONCRETE INSTALLATION Head/Sill C4+2
USING ANY ANCHOR IN GROUP Jamb 8
C(SEE TABLE A),TABLE 1 SHOWS
ANCHOR REQUIREMENTS OF: P-hook 4+4
NO FRAME JAMB 4 ANCHORS
FOR ° REQUIRED® PERPENDICULAR •ANCHOR
STABILITY, EXTERIOR TO THE GLASS PAIR„ 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON:
EXTRA EXTERIOR 4 ANCHORS HEAD/SILL SHEET 13 FOR THE"C4"CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS,
ANCHORS PARALLEL To SHEET 12 FOR THE INTERMEDIATE"+2 ANCHORS.
MAYBE `�•• THE GLASS Ism- HEAD/SILL 0 CORNER:SHEET 14 FOR THE"C4"CLUSTER ANCHORS @ THE 90'CORNER.
ADDED IN •'.�':THE POCKET SEE POCKET JAMB MIN. JAMB:4 PAIRS OF ANCHORS=8 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT.
INSTALLATION ON 6"MIN.0 0 i P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET
POCKET BY SHEET 6 15 FOR GENERAL LAYOUT. -
OTHERS,SEE •,•i`::
NOTE 6,SHEET 6 24-172"
e°MAX.TO OPENING 3)INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
EDGE OF POCKET HEAD/SILL&JAMB:SHEETS 3&4
24.1Ir' P-HOOK:SHEET 6
MAX
24"MAX.O.C. END ANCHORAGE FOR PRODUCT REFERENCES,ALSO SEE:
(MIN.1 ANCHOR) A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS
OF CROSS-SECTION DRAWINGS.
"+2"ANCHORAGE,SHEET 12 B)SHEET 11 FOR SPECIFIC GLAZING TYPE. PRODUCT REVISED
� as complying with the Florida
C SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. Building code
CENTERLINE OF PANEL T D)SHEETS 4$17 FOR EXTRUSION CROSS-SECTION DRAWINGS. Non-Ne. 20.0429.03
24-12"MAX. E)SHEET 18 FOR A BILL OF MATERIALS. Expiration Date:08/02/2022
24^MAx.D.C. O.C. Dy;_1--7 I.Z s"^�
EXTERIOR INTERIOR END PANEL ANCHOR EXCEPTION,(•+1"ANCHORAGE ONLY): MIamHDade Product Control
"C4"CLUSTER,SHEET 13 DISTANCE TO NEXT CLUSTER _
• TO BE 24"O.C.OR LESS
CENTERLINE OF INTERLOCK •
14-5116"MAX. 11"MAX. EXTERIOR
7-11N6"MAX •
�'+2"ANCHORAGE,SHEET 12 P-HOOK JAMB I+—CENTERLINE OF ENO PANEL
SB' ' ANCHORAGE ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY ��`711
NOM. CENTERLINE OF PANEL DETAILS 4,(LYN
PANEL DETAILS REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR �' ........ 2j��'���
WIDTH SEE FIGURE ABOVE FOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT _�,•' _%GEN&E:'•,
"C4"CORNER CLUSTER,SHEET 14
ADDITIONAL ANCHOR REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: ••.�
I_ CENTERLINE CENTERLINE INFORMATIONA
6° _�: NO.56705
f�OF INTERLOCK �OFASTRAGAL
CENTERLINE �CEN7ERlINE I C FOR FIXED PANEL,REFER TO"O"OFPANELS OFPANEL4 O
• PANEL BRACKET DETAILS,SHEET 3 %p y 1Z. 2 .144
O ' STATE OF• • • • • END ANCHORAGE(MIN.I ANCHOR) %�((s••.FLORID,.•'-'N
a "ONAL 100'
EXTERIOR "+2•'ANCHORAGE, "+2"ANCHORAGE, 24"MAX' A LYNN MILLER,RE
SHEET 12 SHEEP 12 '+2"ANCHORAGE, ALUMINUM SLIDING GLASS DOOR NOA(LM)$ 10J05/15 1070 TECHNOLOGY DR P.E#587W
"C4"CLUSTER, "CA"CLUSTER, SHEET 12 N,VENICE,FL 34275
SHEET 13 SHEET 13 CORNER DOOR EXAMPLE S J ROSOWSKI (941)480-1600
HEAD/SILL ANCHORAGE DETAILS NO CHANGES THIS SHEET. ��04/22/20 REGISTRATION#29296
90'OUTSIDE CORNER,PXX/XXO,2-TRACK
SGD-780 NTS 10 OF 18 Jill MD-780.0 A:i( C
7/16-NOM. 9/1S'NOM. 1.1/16'NOM. 1-1/19-NOM.
9NB' Imo'' 3�I6-HS GlA55 F
311W IBGIASS
HA GLASS I IMNS GLASS � .099•PVB OR SG .090' ORS
.09cr PVS OR GG I .097 PVB OR SG 31I6-AWN GLASS SN6'AKN GLASS
VIC ANN GLASS 11,P ANN GLASS 7110-AIR SPACE 3a'AIR SPACE
m 69 3N6'TGLASS M 1N'TGLASS m
6B a 67
M OR M .66'NOM. el OR a AT NOM. (E)OR M .68'NOM. (F)OR m Ar NOM.
GLASS GLASS GLASS GLASS
617E BITE !_ BITE !� BITE
a m a a
m T1-� m Tz>s m
m m n 71
Part# Description Material
72 Kommerling 4SG TPS Spacer System GLASS TYPE 1(WITH PVB) GLASS TYPE 2(WITH PVB) GLASS TYPE 3(WITH PVB) GLASS TYPE 4(WITH PVB)
73 Quanex Super Spacer nXr with Hot Mett Butyl See this GLASS TYPE 5 TH SG GLASS TYPE 6(WITH SG) GLASS TYPE 9(WITH SG) GLASS TYPE 10(WITH SG)
74 Quanex Duraseal Spacer Sheet for
Materials
75 Cardinal)L Edge Spacer 7/Ir NOM. 9116'NOM
REFERENCE TEST REPORTS:FTL-8717,8968&8970 3116.1Ls GLASS 1M'NS GLASS
A90'SG r .099•SG
3116. I GLASS I LLM GLASS
SILICONE HOT-MELT BUTYL 6r m
STRUCTURAL
SILICONE m 67
STRUCTURAL 3/16"NOM.
1/4"NOM. FOAM M OR 61 (E)OR 61 PRODUCT REVISED
P WITH BUMENE Q ss AGM. es NOM.
WITH as comp Ing with the Florida
WITH DESICCANT Building ode
DESICCANT BITE BITE NOA-No. 20-0429.03
ExT.GLASS EXT.GLASS a Expiration Data-08/02/2022
m m
m 7o By-_I s—Z 1.
Miami-Dade Product Control
INT.GLASS INT.GLASS GLASS TYPE 7 GLASS TYPE 8
KODISPACE SUPER AE
NOM. 1.1/16'NOLL
O 4SG TPS 73 SPACER@NXT17i7 3n6'/IS 31I6'HScuss
.9 .OBO'SG
3O6'y5 3116'IL
5 GLASS
ALUMINUM 7/16'AIR 316'AIR SPACE
REINFORCEMENT POLYISO- DESICCANT FILL AREA 31I6'I a 11A7GLAS5 M t`Ltelll 1111///,
eU SEENAL 5116"NOM. 67 "ANN"=ANNEALED ��� ONY LYNN�'�,,
5/1e"NOM. "HS"=HEAT STRENGTHENED ��'C�` ............�cEN ••!!�
ViNT.GLASS
LICONE SEAL m 0R .66 MOLL pe OR m .66'NOM.
BUTYL& ROLL-FORMED OGLASS O GLASS 'T'=TEMPERED Q�•• ':��1'�
DESICCANT STAINLESS STEEL SITE 9AIetOR BITE "PVB"=.090"TROSIFOL®PVB _ No.58705
FOAM �— INTERLAYER BY KURARAY *_
EXT.GLASS
Ex7.cLAss m ,:•m �, AMERICA,INC. �0 f���
rI 71 "SG"=.090"SENTRYGLASM) 'T'
'O STATE F
INTERLAYERBYKURARAY '���'• F(OR1OP,•'' \�:
GLASS TYPE 11 GLASS TYPE 12 AMERICA,INC.
INT.GLASS �iS TONAL t,j%.'`��
DURASEALO 75 XL EDGE' �ALUMINUM SLIDING GLASS DOOR NOA(LM) � 10/05/15 1070 TECHNOLOGY DR A LYNN P,E.q 60587058705 P.E
_
74 SPACER SPACER N.VENICE,FL 34275
I ,
GLAZING&SPACER DETAILS &J ROSOWSKI (941)-480-1600
�CORRECTED BEADING PART NUMBERS'. g$04122/20 REGISTRATION#MOO
SGD-780 1 NTS 11 11 OF 18 it MD-780.0 1111 C
JAMB ANCHOR LAYOUT FOR ALL DOORS: HEAD/SILL"+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS:
PANELyI
PANEL CENTERLINE I 5.06"
CJ.I-JJ-7 ♦ � PANEL CENTERLINE
CENTERLINE
2.53" 6"DIAG. 2.53" 6"DIAG.
EXTERIOR EXTERIOR EXTERIOR EXTERIOR
EXTERIOR
24-1/2' 24-1/2" 2-TRACK CATIONEDIATE any INTERMEDIATE
MAX "ANCHOR MAX "+1"ANCHOR LOCATION l'ANCHOR OCATION -TRACK INTERMEDIATE
O.C. PAIR' O.C. "+T ANCHOR LOCATION
(ALSO USE W14ERE'+1"ANCHOR IS REQUIRED)
5.44" 5.44" PANEL PANEL CENTERLINE
~) 2.53"
CENTERLINE~) 4W331'
1T'
7-11l16" 7-11/18 � 4.17"
MAX MAX.
I 2-TRACK FRAME JAMB I 3-TRACK FRAME JAMB
ANCHOR PAIR ANCHOR PAIR
EXTEEnRIOR 2.51.66"-�I �- 3 31" EXTERIOR . EXTERIOR
V 2-TRACK INTERMEDIATE 2.53 1.66"
3.31"
"+2"ANCHOR LOCATION 3-TRACK INTERMEDIATE"'ANCHOR LOCATION 4-TRACK INTERMEDIATE
C1J-4L1L71J 4L1L7u1��uua eI .;..I f H
(ALSO USE WHEREERE"+2"ANCHOR IS REQUIRED) (ALSO USE
PRODUCT REVISED
(ALSO USE REQUIRED) as complying with the Florida
ANCHOR IS REQUIRED) Building Code
2.53" 2.53"
6"DIAG. 6"DIAG. PANEL PANEL NOA-No. 20.0429.03
�.{ CENTERLNE—�I
CENTERLINE I 4.17" Expiration Date:08/02/2022
—r-I 3.31"' 2.53"
EXTERIOR EXTERIOR MIami-Dade Product Control
24-1/2" 24-1/2"
MAX MAX EXTERIOR 2.53" 4.1T'
O.C. O.C. n EXTERIOR 3.31"
15 2-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE
5.44" 5.44" "+3'ANCHOR LOCATION "+'r ANCHOR LOCATION
FIGURES PERTAIN TO THE FOLLOWING INTERMEDIATE
ANCHOR LOCATIONS:
7-11/16" 7MAX." fjM] PANEL ���N{LYgIN�''��,
MAX MAX. CENTERLINE 4.1T' `�
3-TRACK FRAME JAMB 2.53" �td�'
ANCHOR PAIR 4-TRACK FRAME JAMB -
ANCHOR PAIR
(ALTERNATE ANCHOR LOCATION _ No.58705
EXTERIOR I 4" Head/Sill 1 ';. •�
�nn� 2" I Jamb 8 �O,cSTATE F
FIGURES PERTAINS TOTHE FOLLOWING JAMB NOTES: V 2-TRACK INTERMEDIATE1)ALL DIMENSIONS SHOWN AR ' P-hODk 4+4 t'N '•.;�(oRIDP,.••'
ANCHOR LOCATKNS: +4'ANCHOR LOCATION 'I�lS _,�j\�
BASED ON MINIMUM ALLLOWED E ''1S;ONAL IEN0N
UNLESS OTHERWISE NOTED.
NOTES: A LVNN MILLER;P.E.
2)FOR 3-TRACK JAMBS,ANCHORS 1)ALL DIMENSIONS ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P,E.0 58705
MAY BE INSTALLED EITHER IN THE SHOWN ARE BASED'ON N.VENICE,FL 34275
EXT.OR TNT.TRACK MINIMUM ALLOWED. �ANCHOR LAYOUT ��J ROSOWSKI (941)-460-1600
Head/Sill C4+1 REGISTRATION#29296
Jamb 8 3)MIN.OF 8 ANCHORS IN.JAMB(4 2)SILL SHOWN,HEAD NO CHANGES THIS SHEET. 04l22l20
P-hook 4+4 PAIRS). SIMILAR. SGD-780 NTS 12 OF 18 14 MD-780.0 jX41 C
HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS: FIGURES ANCHOR
INi IGURES PERTAIN
TO THE
LOCATIONS.
ASTRAGAL OR ASTRAGALOR ASTRAGALOR ASTRAGAL OR LOCATION
CV
CENiERLOINE—�FPNEEDCE
ED LOCAnON CENTERRLINE �FPLNIECEEOED TION C ERRLOCE—,,�,FPLINE OCATION CENTERLINE-��FPNI
I 4" 14" I 3.31"
Head/SlI C4 1
2.53" " a " 2.53" " ��2-53" " o " 2.53" JeD1b B
P hook 4+4
IXTERIOR 4.17" EXTERIOR I 4.17" EXTERIOR 1 . EXTERIOR 1 3.31"
2--TRACK FRAME 2•TRACK FRAME 2 TRACK FRAME 2--TRACK FRAME
(USE WHERE 4 CLUSTER �' (USE WHERE 8 CLUSTER. (USE WHERE 8 CLUSTER ID (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,"047 ANCHORS ARE REQUIRED,Tn ANCHORS ARE REQUIRED,"C87 ANCHORS ARE REQUIRED.'CIO") _
(FOR SPLICE (FOR SPLICE
CONDITION,DO NOT CONDITION,DO NOT
ASTRAGAL OR USE THIS DETAIL, ASTRAGAL OR ASTRAGALOR ASTRAGAL OR ASTRAGALOR
IMERLOCK— j SEE NOTE 3) INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION
CENTERLINE I CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE ! SEE NOTE 3) CENTERLINE IF NEEDED
3.31" 4„ d" 3.31" 2,53" 3.31" I 2.53"
0
2.53" 2.53 2.53"
0 0
EXTERIOR 4'17 ETTERIOR 4'1 EXTERIOR 4.17 EXTERIOR 4.17' EXTERIOR 4.17 PRODUCT REVISED
plying with the Florida
3-TRACK FRAME 15 3-TRACK FRAME 1• 3-TRACK FRAME � 3-TRACK FRAME ID XTRACK FRAME Building Code
NOA-No. 20-0429.03
(USE WHERE4 CLUSTER (USE WHEREB CLUSTER tUSE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER Expiration Date:08IO2I2022 ANCHORS ARE REQUIRED,'C4) ANCHORS ARE REQUIRED.'CS) ANCHORS ARE REQUIRED,-CS-) ANCHORS ARE REQUIRED,-C107 ANCHORS ARE REQUIRED,"C127
By:_1--7 I.LF+,-
MIamHDade Product Control
(FOR SPLICE (FOR SPLICE
ASTRAGALOR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR
INTERLOCK+�SPUCE LOCATION INTERLOCK-1 USETHIS DETAIL INTERLOCK y�SPUCE LOCATION INTERLOCK•�•� USE THIS DETAIL INTERLOCK- SPLICE LOCATION
CENTERLINE IF NEEDED CENTERLNE SEE NOTE 3) CENTERLINE IFNEEDED CENTERLINE i SEE NOTES) CENTERLINE IF NEEDED
1.66" 4.17' 2"
3.31" 3.31" 4^ 3.31" 3.31"
" o 1 0
" �p1`(LYNN '-"'
2.53" 2.53" 2.53" oL�GENSFl 2.53" 2.53"
No.58705
IXTERIOR 4.iT' EXTERIOR EXTERIOR EXTERIOR EXTERIOR
fL 2-2-
4-TRACK FRAME „D 4-TRACK WHERE FRAME � 4-TRACK WHERE FRAME IG 4-TRACK FRAME � 4-TRACK FRAME ST
�/ (USE WHERE4 CLUSTER �/ (USE WHERE 8 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER ��T ATE F �!/`
ANCHORS ARE REQUIRED,.) ANCHORS ARE REQUIRED,-CST ANCHORS ARE REQUIRED.-CS-) ANCHORS ARE REQUIRED,-C10') ANCHORS ARE REQUIRED,'C127 ����•F�OR{OP..•' \C��
S
�''�i�0NAL1L���.
NOTES: ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A LvNN p.EA 58705 P E
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. N.VENICE,FL 34275
2)SILL SHOWN,HEAD SIMILAR. ANCHOR LAYOUT P J ROSOWSKI (941)-48D-1600
REGISTRATION 028206
3)IFA SPLICE IS NOT SHOWN ATA GIVEN CLUSTER QUANTITY, NO CHANGES THIS SHEET. �a 04/22/20
USE THE NEXT HIGHER CLUSTER QUANTITY. SGD-780 111 NTS 111 13 OF 18 d MD-780,0 51 C
HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: Fa O"'NEa�WAENTOTHE
ANCHOR L..=
2.53"
2.53' 4.1T" 2.53" TF
Hit
2.53' 4AT'
5.11"
4" 4„
Head/SIII 1
Jamb 8
4.17" P-hook 4+4
4" 3.31" EXTERIOR 3.31" EX7ERK)R 4" 3.31" 3.31"
�n� EXTERIOR - EXTERIOR
90'CORNER,2-TRACK 15 90°CORNER,2-TRACK V 90°CORNER,2-TRACK V 90'CORNER,2-TRACK Vn
(USE WHERE 4 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLU$TER
ANCHORS ARE REQUIRED,'C� ANCHORS ARE REQUIRED,'CM5" ANCHORS ARE REQUIRED,"C' ANCHORS ARE REQUIRED,MLO.D
2.53" 2.5T'
2.53" 4.1 T'
2.53" 4"
PRODUCT REVISED
as complying with the Florida
vz Building Code
4.17"
NOMNo. 20-0429.03
Expiration Date:0810212022
4" 3.3 "
4' 3•31" EXTERIOR 3.31" EXTERIOR EXT�EnRIIOR 4" 3.31" EXTERIOR Mlaml-Dade Product Control
90•CORNER,3-TRACK 90•CORNER,3-TRACK 90-CORNER,3-TRACK 90`CORNER,3-TRACK
(USE WHERE CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,•C4 ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,-� ANCHORS ARE REQUIRED,'C10'1
2.53" NOTES: �o 1/�
2.53" 4.1 T' 2 53" 1)ALL DIMENSIONS SHOWN ARE BASED ON .��O�1Y LYNgI��
5.06" MINIMUM ALLOWED. `:P�``.•'' tGENsf '�1��
3.31" 2)DETAILS DEPICT ANCHOR QUANTITY AND _*? No.58705
3.31" SPACING,AND WOULD BE SIMILAR FOR INSIDE _ AZ
AND OUTSIDE CORNER CONFIGURATIONS. TE
�P0, �;
3)SILL SHOWN,HEAD SIMILAR. 4oRloi�,•
,op 7 =zzq-1 �1 %V-1
EXTERIOR
4' 3.31" 4' I� '/"10NAL ENS`
EXTERIOR 4" EXTERIOR 11 11,111110 1 1 10
any any 4.17"
90•CORNER,4-TRACK 90°CORNER,4-TRACK 90•CORNER.4-TRACK ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/1$ 10T0 TECHNOLOGY DR A.LYNN MILLER,P.E.
P.Ed 58705
(USE WHERE 4 OR 8 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER N.VENICE,F
ANCHORS ARE REQUIRED.-M ANCHORS ARE REQUIRED,' L 34275
ANCHORS ARE REQUIRED, ANCHOR LAYOUT �JROSOWSKI (941)-480- 34
RE
NO CHANGES THIS SHEET. 42 04/22/20 GISTRATIONi129298
SGD-780 111 NTS 111 14 OF 18 $ MD-780.0 III FC
P-HOOK ANCHORS LAYOUT HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT:
FOR ALL DOORS:
k'5�9 j4.1T4,17" 4.17 4"
4.17"EXT�ERLIOR
145/16"MAX. 2.53" v EXT�nERIOR 2.53 4"EXTERIOR 02EXLT7ERIOR
3.31" 4" 3.31" V 3.31" 3.31"
135-CORNER 2-TRACK 135-CORNER 2-TRACK 135'CORNER 2-TRACK 135'CORNER 2-TRACK
(USE WHERE4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED.'C�4" ANCHORS ARE REQUIRED,-M ANCHORS ARE REQUIRED,-M ANCHORS ARE REQUIRED,"CM
4"
4 1 2.53" 2.53
4" • +
4.17" 4.17"
EXTERIOR
EXTERIOR EXTERIOR
24-/2" 2.53" 3,31" 4" V/ PRODUCT REVISED
3.31" 3.31' as complying with the Florida
MAX BuIlding Code
24-112" 135'CORNER XTRACK 13V CORNER 3-TRACK 135'CORNER 3-TRACK NOA-No. 20-0429.03
(USE WHERE 4OR6 CLUSTER (USE WHERES CLUSTER (USE WHERE 10 CLUSTER Expiration Date:08/02/2022
MAX, ANCHORS ARE REQUIRED.-M ANCHORS ARE REQUIRED.-M ANCHORS ARE REQUIRED.'PM
Br--I sw2 1.cs,,.,.
Mlamt-Dade Product Control
4.17"
4" 4" io
+ 4.13" .17"M 145116"MAX. EXTERIOR EXTERIOR R 0 NY LYNiy
5.06" 2.53" 3.31" 3.31 ���o.
135'CORNER,4-TRACK 135'CORNER 1-TRACK 135'CORNER 4-TRACK �'- 3
` No.58705
(USE IIMSRE 4 CLUSTER (USE WHERE S OR 8 CLUSTER (USE WHERE 10 CLUSTER
NOTES: ANCHORS ARE REQUIRED.' ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,
;
1J SEE TABLES 1-3 FOR EXACT QUANTITY ROURESPERTAIN TOTHE
FOLLOWING 13V CORNER 40
OF ANCHORS REQUIRED IN THE P-HOOK %�O� s ATE Q '�`
ANCHOR LOCATIONS:
FIGURE PFFTAIONBO TO�HMR LOCATIONS.cKEr,urae )qLL DIMENSIONS SHOWN ARE BASED %�Fs�'/ . C->
ON MINIMUM ALLOWED. '�i�rONALI11�`
U 2)DETAILS DEPICT ANCHOR QUANTITY ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/15 1070 TECHNOLOGY DR A LYNN MILLER,RE
AND SPACING,AND WOULD BE SIMILAR P.EM 68705 .
a N.VENICE,FL 34275
FOR INSIDE AND OUTSIDE CORNER ANCHOR LAYOUT 14 J ROSOWSKI (941)A80-160D
Head/Sill C4+1 Head/Sill 1 CONFIGURATIONS. REGISTRATION 02929s31
Jamb 8 Jamb. 8 3)SILL SHOWN,HEAD SIMILAR. NO CHANGES THIS SHEET. ��04/22/20
P-hook I P-hook I4+4 SGD-780 111 NTS 15 OF 18 d9 MD-780.0 1911 C
INSIDE GO.
OUTSIDE 90• INSIDE BO° OUTSIDE 90' OUTSIDE 135" INSIDE 135'
ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE 90' ASTRAGAL CORNER CORNER OUTSIDE 135' INSIDE 135' ASTRAGAL ASTRAGAL
SINGLE SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL BOXIN ASTRAGAL BOXOUT RECEIVER ASTRAGAL RECEIVER LOCKSTILE LOCKSTILE ASTRAGAL ASTRAGAL RECEIVER RECEIVER
PANEL TOUT INTE HOCK INTERLOCK STILE W/HANDLE BOX IN W/HANDLE BOXOUT W/HANDLE W1 HANDLE RECEIVER W/ NDLE W)HANDLE W/HANDLE RECEIVER RECEIVER W/HANDLE W7HANDLE
TYPES _
SINGLE E F PP K L, LTA TC TR TQ TV TW
INTERLOCK
OUT
SINGLE B P A C C SA Sc IC SQ SV SW
INTERLOCK
IN (=R9 (=dm
DOUBLE / YR GR
INTERLOCK
FIXED
STILE RR R Y S S FD FC FV FW
�>� fefilov0
LOCKS
ILE
WIMANDLE D M G J lHAN
(arafeq W fear leolr .
ASTRAGAL '�
BOXIN / V PANEL NOTES:
M
ASTRAGAL LEFT Q INTERIOR RIGHT 1.SEE DP/ANCHOR TABLES 1-3,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE.
BOX IN PANEL PANEL
HANDLEVV STILE ocrERloR STILE 2.PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND
ARE NOT AVAILABLE.
' ASTRAGAL PRODUCT/ / PRODUCT REVISED
BOX our lJ PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND as complying with the Florida
APPLICABLE STILE/ASTRAGAL REQUIREMENTS. 3.MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL Building Code
OA-No. 20-0429.03
Bowo
ASTRAGAL LR WR CONFIGURATIONS IS 60'. N
Expiration Date:0810212022
ur
WIHANDLE (DO'Camm Balm
INS.90'ASTRAGAL
RECEIVER DF SILICONE Mlamt-Dade Product Control
W/HANDLE AT ASBY OTHERS
OUTSIDE 90'
ASTRAGAL CF s1 WASHER
RECEIVER s4 #8 X 1"PH SMS,
:)Ur.90•ASTRA 3-TRACK SHOWN;
RECEIVER CT CS USE 2 SCREWS
V/I HANDLE
FOR 2-TRACK
INS.90'COME RT C� FRAMES&
W HANDLE
iLE 4SCREWSFOR ����'
HANDLE 4-TRACK FRAMES ��` �N..L....
OUT.90°CORNER 5116"X Z' �� 0••'1,10ENy°
LOCKSTILE QT QS LAGBOLT F •`�t'`�Q;.
W/HANDLE _*: N0.$8705
OUTSIDE 135• PANEL CORNER DETAIL FRAME CORNER DETAIL
RECEIVER VF SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN L�L�
INSIDE 135' �� S'ATE O lV��
ASTRAGAL WF %C�s•'•PRECENIER t ORIDP.•''•\?:
OUTSIDE 135"AST ' �/S j I��G
0NAL `•
RECEIVER 1�C
W/HANDLE VT l/a./ A LYNN MILLER,P.E.ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.a 59705
INSIDE AST. WT WS € N.VENICE,FL 34275
RECEIVER PANEL TYPES 8�J ROSOWSKI (941)480-1600
W/HANDLE
NO CHANGES THIS SHEET.
04/22/20 REGISTRA710N 829298
SGD-780 111 NTS 111 16 OF 18 Jill MD-780.0 0 C
Li 4.741 -�I �I 5.186 �I�- 9.000 1.184
100 1.084 1.084 r- 1.084 506 �I �r 239 r '306 045
2.000 .074 1.938 .074 1.938 �0 II�� 1L � .717
090 .090 30 z3 TALL BOTTOM RAIL 9" .09D 8.085 INTERLOCK TRIM COVER 31 FRAME SCREW COVER
2 PANEL STILE 2 TOP/BOTTOM RAIL-4 1/2" � - O
2.380 .442 8.615 7.443 1.793 >� •293
1.947 +- 2.380 140
1 938 11.144
47
1.081 2.LL-r
2.702 1011.172 241 125 �+ IN • Tl 075 •�5 1 2-TRACKJAMB CORNER BACKER PLATE 20 SILLMOUNTING STRIP
I-075L 045 1 A
STILE 1.019
24 AD PTER 25 INTERLOCK ADP ER zs DOU ADAPTER INTERIOR 27 SNAP ADAPTER IL eo INERIOR BEAD 2-TRACK JAMB W/SCREEN 11.045 .30
3-TRACK JAMB 1.993 062'872 05 1.342
.125 L 1.3000 - 2.781
L� �7'
583 I�-1-�I- 1 793 374 125 1801 09 �� 420 1�5 4 4 TRACKJAMB 1.616 11, SCREEN 11 SCREEN 114 SCREEN I
3,063 '� 2•442 1 D90 :&i
BOTTOM STILE ASTRAGAL
2.836EXT SILL
zeASTRAGAL z9 INTERLOCK REINFORCEMENT 3S P-HOOK s9 "O"PANEL BRACKET E •0945 17 W SCREENER 2.026OBACKER PLATE O O O 0� 2.4241 PRODUCT REVISED
1 521 .12 as aomp%ing with the Florida
.140 7,205 .{ Bonding tads
90°CORNER 9D°CORNER •698 4.966 Now-No. 20-0429.03
1.455 1.000 O LOCK ASTRAGAL O RECEIVER ASTRAGAL Expiration Date:09102/2022
O45 .307 .125
�� 11.144 »I 39 P-HOOK MOUNT 307 1.665 18 INT-EXT SILL COVER Mlaml-Dada Product Central
�1 4-TRACK SINGLE HEAD 110 5.500 59 I .125 32 ASTRAGAL
Y3.34E9
2.471
.090 � .090
045 �• �1'5181.40L5 .2.099 4 .0521
J9�5 926 135"CORNER 135°CORNER
�I ^I 35 LOCK ASTRAGAL 98 RECEIVER ASTRAGAL 19 MIDSILL COVER SCREEN
TRACKADDON �' �i
3-TRACK SINGLE HEAD 6 2-TRACK SILL � .912 "\ ONY.LY�/N
090 .782 .125 .782 �a '
850 O50 �,650 .040 -� .912 _=* No.58705
1.406 I 1.495 926 .045 f .050
LAM[ 1-1/16" LAMI
7.443 �� 9.323 -[� s1 OGEE BEAD OOGEE BEAD OSOUARE BEAD OSQUARE BEAD i�r SATE F
2-TRACK SINGLE HEAD V SCREEN O6 3 TRACK SILL 1.423 .
',�SS' ��R�0.P'•''
.090 •,i/ONAL EN��`�
I Imo- 1.048
1.405 1.L95 .LYNN MILLER,P.E.1.405 1. 926 �2 A ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.Etl 58705
11.853 - '� 045 d EXTRUSIONS fit J ROSOWSKI N (941)-480-1 00275
2-TRACK SINGLE HEAD 04-TRACK SILL ASSEMBLY SCREEN REGISTRATION 029296
NOES:1)SEE SHEET 4 FOR SILL RISERS.ALL DIMENSIONS IN INCHES. 1 TOP 1131NERLOCK SCREEN �REMOVED 7/18"BEADS. �m 04/22/20
SGD-780 .25 1 17 OF 18 S MD-780.0 k$ CqD
TABLE D: TABLE D,CONTINUED:' TABLE D,CONTINUED:
Bill of Material Bill of Material BIII of Material
# Pert# Description Material # Pal rt# Description Material # Part# Description Material
1 2-Track am 6063 Al- 44 fiTP248 Vlrryl Bulb Weatherstrip @ ntenoCk Flex PVC 92 Vanes an a It Cast nc
2 B135 2-Track Jamb with Screen Rail 6063 TB AI 45 6TP247 Vinyl Bulb Weatherstrip @ Palook Flex PVC 93 8185X Gemini Mortice Lock w/Long Trim Plate SS
3 8133 3-Track Jamb 6063 7B AI 46 1644 .l8T'X.270"Weatherstrip 94 8184X Gemini Mortice Lock w/Pocket Trim Plate SS
4 8132 4-Track Jamb BOW T6 At 47 1673 .500'Door Seal 95 #1032 X 1"Ph.FH.Me Steel
5 8118 2-Track Sill 606376 At 50 511E'XT Lagbolt SS 96 #1432 U-Nut Steel
8 8118 3-Track Sill 8063 T8 Al 51 8197 Lagbok Washer SS 97 1"Mortice.Keeper,/35°Comer&Straight SS
7 8120 4-Treck SIII 6063 T6 AI 52 8153 Tandem Roller Assemb SS 98 8157X 314"Modlce Keeper,90"Comer SS
8 8127A 2-Track Head 6063 T6 AI 53 8153 Tandem Roller Assembly Ion 99 #10 X 1-1/Z'Ph.PH.SMS @ Keeper SS
9 8128A 2-Track Head with Screen Rail W,TB AI 54 #10'X 1-1/2"Ph.PH.SMS @ Roller SS 100 1032XIFPFX 1032.X 1"Ph.FH.MS SS
10 8124 3-Track Head 6063 TO Al55 8052 Roller Adj.Hole Plug PVC 110 4317 Screen Top Rail 6063 T6 At
11 8121 4-Track Head 6063 TB Al 60 .8022 Interior Bead 6053 T5 Al Ill 4318 Screen Bottom Rail 6063 T6 AI
12 8140 Sill Riser-l-&8° 6063 T6 AI 61 8145 Lami OG Bead 6083 75 Al 112 4319 Screen Side RalULockstile 606376 Al
13 8139 SIII Riser-23/4" 6083 TB AI 63 8148 1-1/16 OG Bead 6D63 T5 AI 113 8152 Screen Interlock Adapter 8063 76 Al
14 8138 SIII Riser-3-1/2" 6083 T6 At 64 8148 Lam[Square Bead 6063 TS AI 114 4344 Screen Astragal .6063 TB Al
15 8137 S10 Riser-4-1/2' 6063 TB At 66 8149 1-1116"Square Bead 60B3 T5 Al 115 7SRAZ Roller Nylon
le 8182 SIII Riser-5-1/4" BOW 67 6TP247 V IGlazingBulb lie 75RAX Roller SS
68 1643 Foam-filled GlazingBulb(7/16" lazin only) 117 1/4"X 1"MS @ Top Rail SS
17 8118A Fact.Sill Cover with Screen Rail 8063 7B At 69 Dow 791.899,983,995 or Instantgiaze Glazing Slllcone Silicone 11B 1/4"X 1.1/2"MS @Bottom Rail SS
18 8117 fit-Ext.SIII Cover 0063 TO At 70 1725 Setting Block,1/Z'X4"X 1116",85+/_5 duro. EPDM 119 Screen Lockset Steel
18 8115 Mid-Sill Cover 6063 7B AI 71 1726 Setting Block,1"X4"X 1116'(IG),85+/_5 dum. EPDM 120 653 Screen Lock Keeper Steel
20 8183 Sill Mounting Strip/Anchor Plate 6063 T6 Al 80 710X34PPSDAX#10 X3/4"Ph.PH.SMS @ P-hook SS121 1179 #10 X 3/4"Ph.PH.SMS @Keeper SS
21 8012 Panel Stile 8083 TB Af 8P 78XSBPPTX410 #8 X 516"Ph.PH.SMS @Sgl.&Dbl.Interlocks Aid
122 1793 .27W X.150"Weatherstrip
22 8014C Top/Bottom Rail WIM AI 83 71OX115PPX 010 X 1-11T Ph.PH.SMS @ Astragai 123 1692 Screen Spline-.165"23 6013C 9"Tall Bottom Rail 6083 76 AI 84 1155 #8 X 1"PH.Quad.SMS @ Main fame 124 Screen Cloth Fiberglass lwruo�ionpord epee-iuratyy
24 81D4 Stile Adaptor 6063 TS AI 85 72087K Jamb Bumper O--s _t;N
25 8102 Interlock Adaptor(Single) 6063 T6 AI 86 7W8PPAX #6 X.375'Ph.PH.SMS SS - `r"`yam'
26 8101 Interlock Adaptor(Double) 6083 TS AI 87 4385 4 Hole Bumper Stop ZZ0Z/Z0180 rereg uolse�rdxg
27 8103 Top Snap Rail Adaptor 6063 T8 AI 88 78X38PPTX 98 X 318"Ph.PH.SMS Steel £0'6Zb0 OZ ON-VON
28 8105 Astragal Backup Plate 6063 T6 AI 89 8193 "0"Panel Bracket-12'long epoj Bulpling
29 B192 Interlock Reinforcement 6105 T5 AI 90 #10 X 3/4"Ph.PH.SMS @ Fixed"0"Bracket to Stile SS appor j ern 41iM 6uliridwoo ca
30 8200 interlock Screw Corer with T-slot W83 TO At 91 #8 X314"Ph.FH.SMS @ Faced"0"Bracket to Frame SS TABLE E: 03s1A3211 iona0kid
31 8136 Frame Screw Corer 6063 TO Al Material Min.Fy Min.Fa
32 8107C Astragal 6063 T6 AI #1z steel screw 92 kei 12o kal
33 8110 90•Comer Lock Astragal 6063 TB AI #12 to Screw 90 ksi 120 kal
34 8111 90'Comer Astragal Receiver 6063 T6 At 1/4"De#12 410 crew Gatos 67 ksi 1 ksi
35 8204 135°Comer Astragal 8083 TB AI 1/4'Elco UIIreConO 155 ksl 177 kei
36 82D5 135°Passive Comer Mount 6063 T6 At 1/4"DeWeit UltraCon+OD 148 ksl 164 kal
37 8112 90'Comer Astragal Backup Plate 6063 T6 At 114"410 SS DeWaIt/Elco CreleFlex® 127.4 kal 189.7 kel
38 8103 Pocket Door P-Hook 6063 TB At
39 8109 Pocket Door P-Hook Molmt 6063 TO At ��A3s steel 38 kal 58 kal r i/r
40 6141 Screen Frdme Adrian(Silot 6063 TB Al Gr.33 Sleel Stud 33 kal 45 kal
41 8142A Screen Frame Add-on(Head) 6063 T8 AI
42 1 8143A IScreen Track Addon 6063 T6 AI FILE F: _* : No.58705 *�
BOM Revisions =
Removed unused Items 043.6Z 65&81. ATE F O
Added Dow 791&983 to Item#69. 0, !V;
Removed Hems#72-#74,(ahgvm on sheet 11). i��` '•.'�COR10P.•'•G\�`
Added missing Items#92-#100. �ii SS' •••••• ����
ZONAL IE
ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/15 1070 TECHNOLOGY DR A LYNN MILLER,P.E.
P.E.#58705
N.VENICE,FL 34275
PARTS LIST &J ROSOWSKI (941)-480-1600
NOTES: REGISTRATION#28296
1)ITEMs#a3,49-09,68.59,sz,ss,7sa9,91&10t-109ARE �ADDED TABLES E&F. �� 04/22/20
NOT USED AND ARE NOT PART OFTRIS APPROVAL SGD-780 ' NTS 180E 18 � MD-780.0 C