HomeMy WebLinkAboutProduct Approval (4) MDADE MIAMI-DADE COUNTY
PRODUCT CON'T'ROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3317 -2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786).315-2599
NOTICE OP ACCEPTANCE (NOA) www.miamidade.gov/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 Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"SGD-780"Aluminum Sliding Glass Door w/901& 1350 corner(Reinf/Non-Reinf)-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-780.0 Rev B titled"Aluminum Sliding Glass Door(LW', sheets I
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., 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 W.The inside/outside 901& 135°
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 are 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 Oficial.
This NOA revises and renews NOA##16-0629.10 and consists of this page I and evidence pages E-1 &E-2,as well .
as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
NOA No.17-0420.04
MIAMMADE COuNTY Expiration Date: August 02,2022
Approval Date:July 27,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
A. DRAWINGS
;1. Manufacturer's die drawings and sections(Submitted under files#listed below)
2. Drawing No. NID-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 24113.2.1,TAS 202-94
,Along with marked—up drawings and installation diagram of Aluminum SGD w/135°
'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 S GD,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 (51 Edition),prepared.by PGT, signed and sealed by Lynn Miller,P.E. (submitted under
file#15-0903.09)
2. Glazing complies w/ASTMS-1300-02,04&-09. 1 ,� A K
�Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0420.04
Expiration Date: August 02,2022
Approval Date: July 27,2017
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
1. Statement letter of conformance to FBC 2017 (6h Edition)and FBC 2014(5 '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.Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0420.04
Expiration Date: August 02,2022
Approval Date: July 27,2017
E-2
SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR TABLE B:SEE DETAILS ON SHEET II
INCLUDING INT./EXT. POCKETS &900/1350 CORNERS - Gla-- --- Descdptior(LIffiedfromExtedortolnterler) __- Table Sheet
GENERAL NOTES 9 A
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEET 11. 1 7/18•Letrineted:(1)Lite of 3/18•ANN pass and(1)Lite of 3118•HS Glass with.090•PVB Intedayer 2 7
2)DESIGN PRESSURES: 2 9/18'Laminated:(1)Lite of 1/4'ANN Glass and(1)Lite of 1/4'HS pass with.090•PVB Interlayer 2 7
A'NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 3 1-1116'Laminated I.G.:3116"T Exterior Cep+7118"Air Space+7/18•Laminated consisting of(1)Lite 2 7
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. of 3/18'ANN Glass and(1)Lite of 3/18•HS Glass with.090•PVB Interlayer
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1-1/16'Laminated I.G.:1/4'T Exterior Cap+318•Air Space+7118'Laminated consisting of(1)Lite of
3)ANCHORAGE:THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING 4 3178:ANN pass and(1)Lite of 3116•H5 Glass with.090'PVB Intedayer 2 7
BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 5 7/18•Laminated:(1)Ute of 3118'ANN pass and(1)Ute of 3116'HS Casa with.090'SG Intedayer 1 7
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 8 9118'Laminated:(1)Ute of 1/4'ANN Glass and(1)Lite HS
7 7/18•Laminated:(2)Utes of 3/18'HS Glass with.090"SG/4'HS
te of 11' gaga with.090•SG Interlayer 1 7
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8 9/18•Laminated:(2)Utes of 1/4' H pass with.090•SG Intedayerterloyr 3 8
3 8
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND
ADM,ALUMINUM DESIGN MANUAL. 9 1-1/1417 Laminated I.G.:3116'T Exterior Cap+7/16'AIr Space+7/16'Laminated consisting of(1)Lite 1 7
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING of3N6•ANN Glass and.(1)Ute of3/18'HS Glass with.090'SG Intedayer
CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 10 1-1116'Laminated I.G.:1/4•T Exterior Cap+318•Air space+7/18•Laminated conslsting of(1)Lite of 1 7
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, 3/16'ANN pass and(1)Ute of 3/16•HS pass with.080'SG Intedayer
AS APPLICABLE. 11 1-1/18'Laminated I.G.:9118'T Exterior Cap+7/18'Air Space+7/18'Laminated consisting of(2)Utes 3 8
9)APPLICABLE TEST REPORTS:FTL-5254,5273,5618,5619,8322,8374&ATI-81N1.01-401-1 B. of3118'HS Glass with.09'SG Intedayer
TABLE A. 1-1/16'Laminated I.G.:1/4•T Exterior Cap+3/6'Air Space+7/18'Laminated consisting of(2)Utes of
Anchor Frame H3/8'
Min.O.C.
Min. 12 3/18'HS Glass with.090•SG Interlayer 3 8
Group An�horType Member Substrate Dirnnx Embeclimentor
Metal Thicknes ANCHOR NOTES
#12410 SS SMS
Southern Pine G= ) 718'
8083•T5 Aluminum 9118' 0.083' 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE
(min of dreads beyond All A36 Steel 9118' 0.050' ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET
metal suhetrata) Gr.33 Steel Stud Gfl6• 0.045'(18 Ga) FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
4 AII- Concrete(min.2.22 ksi) 1-1/7 7 13/8'
1/4'Elco Aggre-GataQP Jamb/P-hook Filled Block(ASTM C90) 7 3' 7 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET.
Jamb/P-hook Hollow Block(ASTM COD) 7 3' 1-1/4'
F,=57 kai,F F96 ksi A9 Southam Pine(SG=0.55) T 1' 13/8• 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY
Southern Pine(SG-0.55) 9116' 718' 1318' SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
#1z Steel SMS(Gr.5) SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 1'RORDCrRLTY�
B (min, et Substs beyond q0 8063 T5 Aluminum 318' 9116• 0.050* GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY apb�rvtMdKF7orld•
A38 Steel 318' 916' 0.050• B Q•d•
metal subsbate) TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE AcmpomceNs,17-0V&.OV
Gr.to Stasi Stud 316' 94" 0.045' o"Ge) RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE �`rl 4 rTB�
1/4•Elco treCon® All Concrete(min.285kei) 1' 4' 1.3/8-
C REVIEWED BY THE BUILDING OFFICIAL,
Fr=155 kat,F„=177 kel Jamb/P-hook Hollow Block(ASTM C90) T 6' 1-1/4• �,�, P�adattCoahM
All Concrete(min.2.85 kel) 2-1/2" 4• 1.318•
t/4'Elco U11reCorr® 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS � Y LYNN
rr�
Jamb/P-hook Filled Block ASTM C90 2-U7 4• 13/4• PER CURRENT FLORIDA BUILDING CODE AND TO BE REVJEWED BY THE AUTHORITY �`�� N N
F=155 ksi,Fe 177 ksi Jamb/P-hook Hollow Block(ASTM C90) 2-1/2' 6' 1-1/4• HAVING JURISDICTION. �`� ���'�tCENSF
0 1/4'410 SS ElcoHead 15111 Concrete(min.3.35 ke0 1' 4' 1 V4'
Jamb l Pfiook Concrete(min.3.35 ksi 1' 6' 13/4' 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT _*;' No.58705 *'
CreteFlex411 Jamb/P-hook Hdlow Block(ASTM C90) 1-3/4' 6' 1-1/4• REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4"THICK&3400 =
F=127.4 ksi,Fel 89.7 kst A9 Southem Pine(SG=0.55) V 1' 1318' PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE �1
1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO ;'�•••. y� 7 �7 tz
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED ��.'•.,�oRw f, \�Me
2 ALL ANCHOR HEAD TYPES ARE APPLICABLE: i
STEEL STUDS,MIN.FU=45 GENERAL NOTES.............1 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE S C9�`
4)FIILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. EXAMPLE CONFIGS..........2 AUTHORITY HAVING JURISDICTION. /pis 61VAL '
INSTALL DETAILS..............3-6
CODESISTANDARDSUSED: IMPACT RATING DP/ANCHOR TABLES........7-8 A.LYNNMILLER.P.E.
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION RATED FOR LARGE&SMALL EXAMPLES.........................9-10 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#59705
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION MISSILE IMPACT RESISTANCE GLAZING DETAILS............11 N.VENICE,FL 34275
•ASTM E1300.08 ANCHOR LOCATIONS 12-15
GENERAL NOTES J ROSOWSKI (941)480-1800
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL,ADM-2015 DESIGN PRESSURE RATING PANEL TYPES...................18 UPDATED TO FBC 2017,REV.TABLES 1-3 IJ1104/05/17
OF AUTH.029286
• aa 04/05/17
•A1SI 5100-12 SEE TABLES 1-3&C1-C2 EXTRUSIONS.....................17 6 COPYRIGHT®2017
•RISC 360.10 ON SHEETS 7&8 PARTS LIST........................18 PGT INDUSTRIES,INC.
SGD-780 NTS '1 OF 18 MD-780.0 B ALL RIGHTS RESERVED
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 I-3 v _ PER TABLES 13 _ PER TABLES 13
ya
F
GHT
M T
MGHT MAX. TMET
j HEIGHT , 3
I
PER
PER TABLES 1-3 / i PER TABLES 1-3 ig PER TABLES 1-3 Ig TABLES 1-3
1 rocr�r vaC,�r i� l /• / / / POCKETI
1-PANEL v 2-PANEL F v 3 PANEL CONFIGURATIONS - r 4-PANEL CONFIGURATIONS 4
CONFIGURATIONS CONFIGURATIONS
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 13 '
PER TABLES I3 4 �r__� PER TABLES I3
t ° i MAX.UNITL/3
I a I o HEIGHTsoEiE
MAX.UNIT / s i� MAX.UNIT ' ' si� PER ,neaN u.
HEIGHT / i� HEIGHT j-N TABLES 1-3o /
PER TABLES I-3 / / / / / I$ PER TABLES I-3
5 6-PANEL CONFIGURATIONS
PANEL CONFIGURATIONS c CORNER.TYP.
OU1510ECORNER SHOWN,INaIOECORNER a11alAR
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH 4 PROWCf 8.6YM
PER TABLES 13 sr_ PER TABLES 13 1 v__� m��wd�lJteI71�
i
a � i 3 6apinN�Dim �-
MAX.UNIT a e IMAX.UNIT
/ ' a '
HEIGHT
j� �+� Prod�tCeehd
PER TABLES I-3 / / / / / / is PER TABLES
EIY
7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS a .�
*d No.68705
CONFIGURATIONS NOTES: DLO WIDTH=NOM.PANEL WIDTH-7.875"
"X"=OPERABLE PANEL DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47"
" "
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL �
DLO HEIGHT ALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" gT !7�•lv
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN P =POCKET PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" ''�'�F•.,!"toRlD?.• �
POCKET CONFIGURATION CAN BE OXXXp. s
�' `S�ONAL E?`��
2)90"&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. I„`
A.LYNN MILLER PR
JAI3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS.TO BE DESIGNED BY OTHERS AND ALUMINUM SLIDING GLASS DOOR NOA(LM)CONFIGURATIONS N.VENICE,FL 10!05115 1070 TECHNOLOGY 5 P.Ease7os
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ��J ROSOWSKI (941}480-1160000
DETAIL LETTER CERT.OF AUTH.#29296
4)FOR NOM.PANEL WIDTH,SEE TABLES 13. ® NO CHANGES THIS SHEET. J1 04/05/17
COPYRIGHT02017
=462.11 FP PGT INDUSTRIES,INC.
5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE
SHEET NUMBER SGD-780 '� NTS � 2 OF 18 �'i MD-780.0 �$ B ALL RIGHTS RESERVED
OPT.1X OR 2X WOOD BUCKSTRIP, METAL TYP.,SEE ANCHOR
SEE ANCHOR NOTE 3,SHEET 1 -_ DETAIL Al DETAIL B1 DETAIL C1 DETAIL D1 --NOTE 4,-SHEET 1;MIN.OF 3
CONCRETEICMU PER i TNRU IX WOOD ASTRAGAL INTERLOCK INTO METAL THREADS BEYOND THE
NT
ANCHOR REQUIREMENT IO MASONRY FACING ExT. METAL SUBSTRATE
FRAME WIDTH
TYP.ANCHOR TYPE, NOM.PANEL WIDTH
EMBEDMENT AND z1 12"FIXED"O"PANEL BRACKET EDGE
EDGE DISTANCE PER @ TOP AND BOTTOM 3e I DISTANCE
SUBSTRATE,SEE 31 ;?7
u
TABLE A,SHEET 1& i
NOTE 3,BELOW '. DAYLIGHT --------------- 44 c•. 1
OPENING I s3
WIDTH i e3 l ZJ _ -=L_1-1/2"FROM
/ 90 EACH END
EMBEDMENT i
ez EXTERIOR
N i
EDGE DISTANCE I 31 EDGE
25
EXTERIOR j ze I z1
DISTANCE
n SEE TABLES 1.3 FOR
1/4"•MAX. V i 3z 2e REINFORCEMENT
EXTERIOR i REQUIREMENTS
TYP.ANCHOR TYPE, 1/4"MAX.
----------------J �`�� EMBEDMENT AND EDGE EMBEDMENT
DETAIL A21 HORIZONTAL SECTION(XXO SHOWN) ��, DISTANCE PER
INTO 2XwooD _ SUBSTRATE,SEE TABLE A,
` SHEET 1&NOTE 3,BELOW DETAIL B2
2X WOOD EMBEDMENT. IDETAIL C21 DETAIL D2 ASTRAGAL
BUCKSTRIP OR 1/4"MAX INTERLOCK INTO MASONRY _ FACING I—
FRAMING,SEE DAYLIGHT
ANCHOR NOTE 3, OPENING 21 SEE TABLES Q
SHEET 1 WIDTH I 44 25 1-3 FOR 8—\ ``i INTER OR
REINFORCEMENT EDGE DISTANCE
TYP.ANCHOR TYPE, I titoDlJCf REYISEU
EMBEDMENT AND 29 REQUIREMENTS i 41, b"aeew wLh10ePl0eiltEDGE DISTANCE PER 91 IAtteplaeceN90y
SUBSTRATE,SEE 90 ea TYP.ANCHOR TYPE, �,Fhaw ate zz
TABLE A,SHEET 1& EMBEDMENT AND
aT ss EDGE DISTANCE f
30
NOTE 3,'BELOW PER SUBSTRATE,
82 SEE TABLE A,SHEET I1���� Y LYN
31 sT 1&NOTE 3,BELOW I �``��ON IGEN NMi! '.
II ''•
EDGE 29 61 OR 82 46 EMBEDMENT L-__ ____
DISTANCE EXTERIOR ASTRAGAL MAY BE No.58705 =
2 CONCRETE/CMU INSTALLED IN EITHER
112124 123 t1z V PER ANCHOR INTERIOR OR EXTERIOR '�!
119 REQUIREMENT DIRECTION.ALL PARTS sow
121 122 1/4"MAX. I+ IDENTICAL.
120 HORIZONTAL SECTION(XO SHOWN)
��`
�,sS�ONAL
NOTES
1 DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.SEE SHEET 12 FOR ANCHOR LOCATIONS&SPACING A.LYNN MILLER,P.E.
ALUMINUM SLIDING GLASS DOOR NOA(LM) � 10/05/15 1070 TECHNOLOGY DR P.E.t158705
FOR EACH TRACK CONFIGURATION. N.VENICE,FL 34275
2)REFER TO ANCHOR NOTES,SHEET 1. INSTALLATION,HORIZONTAL X•SECT. J ROSOWSKI (941)•480-1600
3) FOR ANCHOR QUANTITIES,SEE TABLES 1-3. CERT.OF AUTH.#29296
4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST NO CHANGES THIS SHEET. 141104105/17
REPORTS FOR EXACT DIMENSIONS. COPYRIGHT®201�
PGT INDUSTRIES,INC.
5)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2. SGD-780 ' NTS 3 OF 18 i} MD-780.0 � B ALL RIGHTS RESERVED
DETAIL E1 DADE APPROVED MULLION,FBC
INroMAsoNRY - DETAIL E2 DETAIL E3 _ DETAIL E4
CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANTALUMINUM/STEEL FRAMING
1x8UCKSTRIP INTO wooD OR FRAMING,SEE INTO MABONRY ANCHOR REQUIREMENT INTO METAL
ANCHOR REQUIREMENT OR STEEL STUD.SEE SUBSTRATE
EDGE ANCHOR NOTE 3, r EDGE PROPERTIES,TABLE A,SHEET 1
SHEET I
DISTANCE 7' DISTANCE
EMBEDMENT i'° 4 EDGE DISTANCE
a EMBEDMENT EMBEDMENT
1 EMBEDMENT
1/4"MAX 1/4"MAX.
SHIM SHIM 118 1/4 MAX.SHIM 14"MAX.SHIM
TYP.ANCHOR 1X OR 2X 41 TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT AND
TYPE WOOD TYP.ANCHOR AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE,SEE
EMBEDMENT BUCKSTRIP, 31 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
NOTE 3, DISTANCE PER NOTES
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 EACH TRACK CONFIGURATION.
SHEET 1& &NOTE 3,BELOW AND JAMB,2-4 TRACKS 2)REFER TO ANCHOR NOTES,SHEET 1.
NOTE 3,BELOW "ju-IJ & 3)FOR ANCHOR QUANTITIES,SEE TABLES 1 3.
•078 4)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2.
DAYLIGHT 062 r— .713
80R@—\ OPENING HEIGHT PANEL r- '713 SILL RISER
HEIGHT VARIES WITH
REQUIRED
FRAME 4.409 POSITIVE
7o HEIGHT 3.630 DESIGN
PRESSURE,
EXTERIOR SEE SHEETS
60 7-8.
SILL RISER SILL RISER PRODucrREvam
�' 15
(4-1/2'TOTAL 16 (5-1/4-TOTAL [�>�1aeGdewAtttAePlb
OPT.TALL 23 SILL HEIGHT) SILL HEIGHT) Attsptumoe Na -DSV
BOT.RAu 71 .062 Eagir$on Date y
52 R 63 81_\
24 .062 1 .713 q ` I•l� `
GROUTAS 21.
.713 —� .713NEEDED, .062 j SEE 18 #12SHowN 1.878 2.628 \��� 0 Y LYN1y4'1;��
ANCHOR 27 116 o ne 12 #18 16 ALSO APPLY .780 1 a<�r'KENS'•.C
NOTE 5, 48 O —J ` Q'•: FFA
SHEET 1 18 t11 -
o SILL RISER' SILL RISER SILL RISER _* No.587D5
1-518"=TOTAL '
17 12 _TOTAL 19 (2�/4"TOTAL 14 (31 J2"TOTAL
SILL HEIGHT
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �1 , F>E�F 7:•�l[i�
i� '•.�CORIDP.•'' \��
i
G�
EDGE � �
1/4"SMAX q'. DISTANCE ` 1/4"MAX.SHIM &,
"'7;,
HIM
EDGE
DISTANCE- TYP.ANCHOR TYPE, EMBEDMENT TYP.ANCHOR TYPE, A.LYNN MILLER.P.E. I
EMBEDMENT EMBEDMENT AND 2X WOOD
EMBEDMENTAND ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E#5870.5
EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER N.VENICE,FL 34275 ;
CONCRETE/CMU SUBSTRATESEE FRAMINGSEE SUBSTRATE,SEE INSTALLATION,VERTICAL X-SECT. m`J ROSOWSKI (941}480.1600
PER ANCHOR DETAIL F1 , ,TABLE A,SHEET 1& ANCHOR NOTE 3, DETAIL F2 TABLE A,SHEEP 1& CERT,of AUTIi.#28296
REQUIREMENT INro MASONRY NOTE 3,BELOW SHEET 1 INTO wooD NOTE 3,BELOW NO CHANGES THIS SHEET, 04/05/17 COPYRIGHT®2017
ru I INDUSTRIES,INC.
VERTICAL SECTION VERTICAL SECTION SGD-780111 NTs 40F18 C01 MD-780.0 fI B ALL RIGHTS RESERVED
INTERIOR 47 34 46
36
21 46 INTERIOR 33
97 1
too 19"MAX.O.C.
17-112"
36 DETAIL Hl MAX.O.C.
90•
INSIDE CORNER
21
I
• - 82
EXTERIOR
EXT��E--IRI�IOR 90"
DETAIL G1 V 135° I
136° 1
i
INSIDE CORNER � }
EXTERIOR INTERIOR
6 a
INTERIOR 6
1 EXTERIOR
a
90° 4135" zt
4 • INTERIOR
PRODUCrRE
INTERIOR I DETAIL H2 akliRgc�me VISFb I
mCo�plylogWiUl l@¢610fid�
Aceymm No I -DV ZO.6
OUTSIDE CORNER 6a¢U/aF/si yo(o( 7.
2Z-
Oq 37
� I
LYNly�y �' I
DETAIL G2 ;* "°•58705
-
OUTSIDECORNER
EXTERIOR
94 ip0••' S'f O I:•(U��
19"MAX.O.C.100
EXTERIOR 3093 v ���••'•.FCORIOP.•••U•�\�
6 63 MAX.O.C. NAL
b LYNN MILLER,P.E.
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P,E•966705
NOTES N.VENICE,FL 34275
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. CORNER ASTRAGAL HORIZ.XSECT. &J ROSOWSKI (941}480-1600
2)SEE SHEETS 14-15 FOR ANCHOR LOCATION 8 SPACING.FOR CERT.OF RUTH.$29296
ANCHOR QUANTITIES,SEE TABLES 13. NO CHANGES THIS SHEET.04/05/17
3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR COPYRIGHT®2ot7
Pcr INDUSTRIES,INC.
50F18
EXTERIOR,DEPENDING ON CONFIGURATION. q
SGD-780 SS NTS 8§ MD-780.0 ji B ALL RIGHTS RESERVED
OPTIONAL NON- — -
STRUCTURAL .6
ANCHORS FOR DETAIL 11 CONCRETE/CMU
INTERIOR Q INro MAsoNRY TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR
POCKET JAMB INTERIOR DISTANCE REQUIREMENT
AND EDGE DISTANCE PER
IF'
EXTERIOR .. SUBSTRATE,SEE TABLE A,
a
82 SHEET 1&NOTE 3,BELOW ,' EMBEDMENT t
+. Ik
INTERIOR POCKETS MUST 30 3i
INCLUDE A NONSTRUCTURAL, t 3o e0 SEE NOTE 4,BELOW �' {
FRAME JAMB TO PREVENT 114"MAX. EDGE DISTANCE
EMBEDMENT
WATER INFILTRATION. EXTERIOR _ ° •'� I
".' �•' -EMB DMENT:.'• EDGE
POCKET BY OTHERS,SEE �'
NOTE 6 BELOW. DISTANCE 1/4"MAX. eo SEE NOTE 4,O BELOW
39
TYP.ANCHOR TYPE,~ {
EMBEDMENT AND EDGE EXTERIOR 1
DISTANCE PER SUBSTRATE,
EMBEDMENT DETAIL 12
SEE TABLE A,SHEET 1& EXTERIOR % NTO MASONRY
NOTE 3,BELOW CONCRETE/CMU EDGE PER ANCHOR EXTERIOR POCKET
DISTANCE —~ REQUIREMENT
INTERIOR POCKET I
METAL TYP.,SEE ANCHOR NOTE EDGE MB ANCHOR TYPE,
EMB
4,SHEET 1;ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE
BEA MIN.OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER
THE METAL SUBSTRATE FRAMING,SEE ANCHOR SUBSTRATE,SEE TABLE A,
NOTE 3,SHEET 1 SHEET 1&NOTE 3,BELOW
4
DETAIL 13 EMBEDMENT EMBEDMENT PRODUCfREVEM 1I1
INTO METAL
nweaggendao�t►eF9aSdo i
EMBEDMENT EDGE DISTANCE pcwpinnwNu 17•042o.041
EDGE DISTANCEEDGE
DISTANCE j— oo EE NOTE 4,BELOW FIJI," 1
MAX. ` a I I1 L4,,++
EMBEDMENT 3e EXTERIOR :� I��NJCENSF M/`�F
eo SEE NOTE 4,BELOW DETAIL 14 30 ' op
1/4"MAX. INTO 2X WOOD 45 No.58705 !
TYP.ANCHOR TYPE, —
EMBEDMENT AND EDGE EXTERIOR p ? 1
DISTANCE PER SUBSTRATE, EXTERIOR POCKET %�►'• tui
SEE TABLE A,SHEET 1 8 �'O'•• r TE l�,
NOTE 3,BELOW EXTERIOR POCKET �� s+�/fZOR��
<J
ONAL-�����
NOTES A LYNN MILLER,P.E.
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA(LM)121 10/05/15 1070TECHNOLOGY DR P.E.#58705
2)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275
3)SEE SHEET 15 FOR ANCHOR LOCATION&SPACING. P-HOOK EXAMPLES,HORIZ.XSECT. �m*J ROSOWSKI (941)-480-1600
4)#10 X 3/4"SMS @ MAX.5-1/2"FROM ENDS&12"MAX.O.C. CERT.OF AUTH.#28286
5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. NO CHANGES THIS SHEET. fl04/05117
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY .,INDUSTRIES.
PGT INDUSTRIES.INC.
OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SGD-780 NTS 60F18 ' MD-780.0 B .ALL RIGHTS RESERVED
TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES:
Design Pressure(DIP)and Anchor Quantities Required,(tor ail approved configurations on Sheet 2)- REQUIRED TO ACHIEVE THE DESIGN-
For comer astragal anchorage on 90*&135'corner unite,we sheets 14&15 PRESSURE,USING THE ANCHOR 1)IF WATER INFILTRATION_ RESISTANCE
Table applies to Glass Types 5,6,9 Door Unit Height QUANTIES LISTED BELOW.SEE IS REQUIRED,THE LESSER VALUES OF
&10ccnta1rJngANN+1SSG w ay 96' 100, TABLE A,SHEET I FOR COMPLETE EITHER TABLE 1 OR 2 AND TABLE C1
Laminated Glazing.Reinforcement 11201 ANCHOR LIMITATIONS, DETERMINES THE WATER LIMITED
(W#29)Is not required In the 77-W4'Panel FWl—ght- 811-WO Panel_H_0Tg_ht_'7_ 93-W Panel Rolght* 10"4'Panel Height 117-W4'Panal g I DP.
FxWor interlock Anchor Group Anchor UP Anchor Group An THE MAXIMUM DP AT THESE ANCHOR
-A I B I C I D -A I B I C I A I B c D A B C 0 A I B I C I D QUANTITIES.ADDITIONALLY,THE
Design Pius +60/-80PS1- +801-80psf . +60/-80psf +601-70psf +601-70psf —MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-W87 SILL RISER,#12,MAY ONLY
28-1/8' Head/Sill -a+-I- C4+1 I C4+11 C4+1 04�� C4+1 C4+11 1 C4+1104+1104+! 04+11 C4+1 FC-4+11 04+1 �Ca+lcms+i 1�C47+1' HEIGHT MUST ALSO BE CONSIDERED, BE USED WHERE WATER INFILTRATION
DLO Jamb 8 6 -8 a 1 8 1 8 10 .1 8 1 a I a 10 �'a 10 10 SEE TABLE Cl..THIS SHEET. RESISTANCE IS NOT REQUIRED OR
P-hook 4+4 4+4 4+4 4+4 4+4 1 44+4 W�4+ 4 4� 4+4 1 4+4 1 4+4 14+4 OVERHANG IS PER FIG 1.IF SO,+DP'S
1 5+6 6+5 1 5+5 5+5 5+5 TOTAL#OF ANCHORS CLUSTERED
Design Pressure 80 +80/.80 PSf +601-80psf - +WI.70psf +601-70psf THROUGH THE HEAD&SILL AT EACH SHOWN IN TABLES I OR 2 MAY BE USED.
34-1/8' Head/sIll C4+2 t+�2�2t+2
C4+2 C4+2 2 L+212L+21 C C6+2 Fc_8+I I COO 2 Ce+1
42' a 118+2108+21 C41+ C4+2 Ca+21 PANEL MEETING POINT.(EX:FOR C4+1, 3)SEE SILL RISER TYPES ON SHEET 4.
DLO Jamb 10 8 8 12 1 10 1 10 1 10 4 ANCHORS REQUIRED AT PANEL
P-hook 4+4 14+4 14+4 14+4 4+4 1 4+4 1 4+4 1 4+4 4+4 1 4+4 1 4+4 1 4+4 6+61 5+5 1 5+5 1 57EMEETING POINT AND I ANCHOR 4)DETAILS APPLY TO 2,3 AND 4 TRACK
.-5+5 1 &�s 1 5+5 1 5+6
Design Psessum +80/"60P31 +80/-Wpsf +UV/-VUP$f +60I-70par +60I-70psf REQUIRED AT MIDSPAN OF PANEL). CONFIGURATIONS.
4113-1/0" Head/Sill 04+21 C4+2 C4+21 C4+2 06+21 C13+21 C4+21 C444 C6+21 C8+2 C8+2 C6+21 C8+21 C8+2 +21 C5+2 I CG+21 C6+2 TOTAL#OF ANCHORS
tL 12 1 10 1 8 THROUGH THE JAMB. 5)REFER TO ANCHOR NOTES,SHE
4W OLD Jamb I I a I a 10 1 10 ET;i
I a P12 1 12 10 1 10
P-hook 4+4 1 4+4 1 4+4 +4 1 di 4 1 4+4 4+4 1 4+4 474 5+5 1 6+6 1 5+15 5+5 1 5+5 5+5 1 6+5
I THE#OF ANCHORS THROUGH THE12-15
Z Doa�ijarn sews +601-Wpsf *80/ Asr +60/w 6)SEE SHEETS Psf _P-HOOK INSTALLED FROM THE LOCATIONS&SPACIFOR ANCHOR
NG.
48-1/8' Hoad/Sfll C4+31 C4+31 C4+21 C4+2 00+3 +3 + 04+2 06+3 C8+3 C6+21 C*+2 INTERIOR+THE#OF ANCHORS,
DLO Jamb 10 -a 6 1 a 10 1 ej a a 1z-1 10 a a INSTALLED FROM THE EXTERIOR,
P-hook _ 4+4 14+4 14+4 14+4 4+4 1 4+4 ,4+4,f 4+4 4+4 14+4 1 4+4 1 444
Design Prossuro +60/.eopsf +801-60P.9f +76.21-76.2psfl Not available In these sizes
62-1/8' HB2d/Sfll 00+3 3
10 1!2;31 C4+31 04+3 + . . . 08+3 08+3 CG+
DLO Jamb a 10 1 10 8 1 8 12 12 8 0 USED IN EXAMPLE 2.SHEET 10
1 1 444 1 4+4 1 4+41 4t4_] 4+4 1 4+4 1 4+4 1 6+5 5+5 4+4 4+d4 0
*+/-80.OPSFFOR GLASS TYPES6,9&10. "SEE FORMULAS BELOW
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,
(for all approved configurations on Sheet 2)
For caner astragal anchorage on 90r&136*comer units,see sheets 14&15
ODUCirmwilit
Table applies to Glass Types I-4 Door Unit Height TABLE %Wthibeilloslift
containing ANN Hs PVB Glazing. 80" 96' Imbil-gaptle
Water Amppbace N 1
FIG 1- .a.N 17-0 Yza.01
Reinforcement(pad#29)Is not 93-&41�Panel Fi5iia-ti" (+)Design Pressure
G
recItfired in the Exterior Interlock. Anchoreroup 7A7- r=(3rCouP OH LENGTH
= B Sill Total Sill Max.(4.)DP_
A I B I C I D A I D
DesIgn sswe +65/-05 Psf +651-65ASr Riser Height Allowed
G4+1 C4+11 C4+1 04+1 y
36' 28-1/8' HeadlSill U+_1TC4+1 C41+1 C4+1 1-2 -T-5/8 See Note 2 DOOR ASSEMBLIES INSTALLED L
0 Ma-M-
"iL4�4k�_
DLO Jamb 6 1 a 6 8 1 a a 13
- 2-314' +50.0 Psf ,)GEN s,
i1i WHERE THE OVERHANG(OH)
P4)ook , 4+4 4+4 1 4+4 4+4 4+4 4+4 4+4 4+4 14 3-1/21 +73.3 per
LENGTH IS EQUAL TO OR No 56705
Design Presswu +651wWpsi
+551-65psf-
15 4-112' +80.0 par 0 GREATER THAN THE OVERHANG
4Z 34-1/9r Head/Sill C4+1 04+1 C4+1 G4+11 C4+1 C4+1 C4+1 C4+11 HEIGHT IS EXEMPTED FROM
a. DLO16 5.114" +80.0 Pat
Jamb 0 6 a' Z
1 —8 a WATER INFILTRATION
F4x)ok 4+4 4+4 4+4 1 4+4 4+4 RESISTANCE.
4+4 4+4 4 0
Das�'gnaP !we +651-5pst +65/-65 psi
Sill
L48' 40-1/8'1 C4+21 04+21 C4+21 C4+2 C4+2 C4+2 OVAL
IX0 I C4+21 C4+2 %
Jamb a 1 6 1 6 6 10 1 8 8 a
r P—hook 4-4 1 4+4 1 4-4 4-4 1 4+4 1 4+4 444 4+4A.10/05/15
- A.LYNNE.
M. ILLER.R
-SEE FORMULAS BELOW ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/1 5 1070 TECHNOLOGY DR RE,68705
- N.VENICE,FL 34275
DLO WIDTH=NOM.PANEL WIDTH-7.8757 DP&ANCHOR QUANTITY TABLE '&J ROSOWSKI (941)-480-1600
4T- CERT.OF AUTH.#29296
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" .1 5/1
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17,29" UPDATED TABLES 1&2. 4104/05/17 COPYRtGHT02017
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" POT INDUSTRIES,INC.
111 SGD-780 111 NTTSj 7 OF 18 MD-780.0 Jill B ALL RIGHTS RESERVED
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 an 90.8 135'comer units,see sheets 14 8 15 PRESSURE,USING THE ANCHOR
QUANTIES LISTED BELOW.SEE
Table applies to Door Unit Heigh TABLE A,SHEET 1 FOR COMPLETE
Glass Types 7,8,11 S 12 80 84' 96 IDB" 120• 32' 144- Z_...
ANCHOR LIMITATIONS.
Reinforcement(part#28)is required
77-W4'Panel Height" 81.314•Panel Height' 93-3/4'Panel Height" 1053/4'Panel eight" 117.3/4'Panel Height• 129.314'Panel Height•' 141.3!4'Panel Height—
in the Exterior29)IsInterlock Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group nc or Group Anchor Group MAXIMUM DP AT THESE ANCHOR
A 1. B I C I D A B CD A I B 11 C D A I B I C I D A I B I C ID A I B 1 C = A I B I C D QUANTITIES.ADDITIONALLY,THE
Design Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-109psf +98/-98psf +89/-89psf MAXIMUM POSITIVE DP DUE TO THE SILL
�, 22-1/8' ' Head/SIII CA+1 C4+1 C4+1 C4+1 C6+1 Ce+1 C4+1 C4+1 C6+1 C8+1 06+1 C8+1 C6+1 CS+1 C6+1 CB+1 C6+1 CB+1 C8+1 C6+1 C6+1 CB+1 C8+1 C6+1 C6+1 C6+1 C6+1 Ce+1 HEIGHT MUST ALSO BE CONSIDERED,
DLO Jamb 10 B 8 6 10 8 B 8 10 10 8 8 12 12 8 B 14 12 10 10 14 6+ 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+6 6+6 6+6 6+6 8+8 8+6 8+8 6+6 TOTAL#OF ANCHORS CLUSTERED
Design.Pressum +105/-115psf ' +105/-115psf +105/-115psf +105/-115psf +105/-115psf +101.5/-111.2psf +77,9/-85.3psf THROU. THEHEAD&SILLATEACH
28.1/8' Haed/Sill CB+2 C6+2 CB+2 C8+2 C6+2 C5+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C8+2 C8+2 08+2 C6+2 C8+2 C8+2 C6+2 08+2 CS+2 C8+2 C8+2 C8+2 C8+1 C6+1 C8+1 C8+1 PANEL MEETING POINT.(EX:FOR C6+1,
38' DLO Jamb 10 10 8 6 10 10 8 8 12 12 1D 8 14 12 10 8 16 14 12 10 18 18 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 S+5 5+5 5+5 5+5 6+6 8+8 8+6 5+5 8+6 B+8 6+6 8+8 6+8 t1+6 8+8 6+8 MEETING POINT AND 1 ANCHOR
REQUIRED AT MIDSPAN OF PANEL).
Des/gnPres sw�e +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +B8/-96.4psf +87.3/-73.8psf I
34-118• Head/Sill C8+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 CB+2 C10+ C70+2 C8+2 C8+2 C8+2 CB+2 Q8+2 C8+2 C8+2 C8+2 C8+2 C8+2 TOTAL#OF ANCHORS
42' DLO Jamb 12 10 8 6 12 111 8 8 14 12 10 8 10 14 12 10 18 16-1 12 10 18 18 12 10 14 14 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 8+8 8+8 8+8 5+5 7+7 7+7 8+8 5+5 8+6 6+8 6+6 8+8 8+8 8+6 e+8 8+8 THE#OF ANCHORS THROUGH THE
ROM THE
IL Design Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +78/-85.4psf +59.8/-65.2psf PTERIO-HOOK +THE# FANCHOR
.6 40-118' H-od/Sill CS+3 C6+ C6+3 CB+3 C6+3 C0+3 C6+3 C6+3 C8+3 C8+3 CS+3 C8+3 Ct0+3C10+3 C8+3 C8+3 C10+3C10+ C1t3C10+ C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 08+2 INTERIOR FROM THE
EXTERIOR.RS
E 49' DLO Jamb 12 10 8 8 12 12 10 8 18 14 10 8 10 18 12 10 20 '18 14 12 18 16 12 10 14 12 12 12 INSTALLED FROM THE EXTERIOR.
P-hook 4+4 4+4 4+4 1 4+4 5+5 5+5 5+5. 4+4 6+6 6+6 5+5 4+4 8+6 6+8 6+6 5+5 7+7 7+T 7+7 5+5 6+6 6+6 6+8 1 6+8 6+6 1 6+6 6+6 6+6 '
i
DesignPiessure +105/-115psf +105/-115psf +105/415psf +105/-115PSI` +94.8/-1018 psf
54" 46-118' Hesd/Si8 . C6+3 CS+3 C6+3 C6+3 C8+3 CS+3 08+3106+3 C8+3 C8+3 C8+3 CS+3r1+7
3C1D+3 C8+3 C8+3 C10+3C10+ C10+3C10+
DLO Jamb 12 12 10 8 14 12 10 8 18 14 12 10 16 14 10 18 14 12
P-hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+6 6+6 8+6 4+4 7+7 7+7 5+5 7+7 7+T 7+7 5+5
Design Pressure +105/-115psf +105/-115psf +105/-115psf +103.4/-107paf '+86.7/-95psf NOtavailableinthesesi2les
I Hsad/Slll C8+4 C8+4 C6+4 3+4 CS+4 C8+4 C8+4 C6+4 C8+41C8+4 C8+4 C8+4C10+4C1D+4C10+4 1 C10+ C70+3C10+ CID+
DLO Jamb 14 12 10 8 14 12 10 8 18 18 12 10 20 18 14 12 20 16 14 12
P•lrook 5+5 5+5 5+5 4+4 5*5 5+5 5+5 4+4 6+8 6+6 8+9 4+4 1 7+7 1 7+7 1 7+7 1 5+5 7+7 17+7 7+7 1 5+5 PRODUCFREV168D
"SEE FORMULAS BELOW
ea ae�pbbg wish,rhe Fbride
Rada
USED IN EXAMPLE 1,SHEET 9 see No!17-0 2e•Dt}
O tsaNi4g
TABLE C2: Kirin Ite i
TABLE NOTES: Water,[Jmited' FIG 1:
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUE OF TABLE 3 (+)Deman Pressure OH LENGTH n�uxlCoated
AND TABLE C2 DETERMINES THE WATER LIMITED(+)DP. Sill Total Sill Max.(+)DP �•``�tV LYNN'''E,,,
Riser Height Allowed
2)THE 1-5/8"SILL RISER,#12,MAY ONLY BE USED WHERE WATER INFILTRATION +- DOOR ASSEMBLIES INSTALLED VICENS�r'•��:'
RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.IF SO,+DP'S SHOWN IN 12 15/8' See Nota 2 WHERE THE OVERHANG(OH) P ,
TABLE 3 MAY BE USED. 13 2-3/4' +50.0 psf w LENGTH IS EQUAL TO OR _* No.58705
14 3-1/2' +73.3 psf = GREATER THAN THE OVERHANG
15 4 1/2• +100.D psf O HEIGHT IS EXEMPTED FROM �'•� I-� c;
3)SEE SILL RISER TYPES ON SHEET 4. i
WATER INFILTRATION (� 4-0 f
4)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 18 51/4' +105.0 psi RESISTANCE. '� '. a ��
5)REFER TO ANCHOR NOTES,SHEET 1.
i,��ss CONAL
6)SEE SHEETS 12-15 FOR ANCHOR LOCATIONS&SPACING. A LYNN MILLER,PE
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
1070 TECHNOLOGY DR 58705
N.VENICE,FL 34275 j
DP&ANCHOR QUANTITY TABLE jm`J ROSOWSKI (941480-1600
DLO WIDTH=NOM.PANEL WIDTH-7.875' CERT.01 AUTH.#29298
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47' UPDATED TABLE 3. �1 04/05/17 COPYRIGHT®2017
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" PGT INDUSTRIES,INC.
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" SGD-780 NTS 8 OF 18 MD-780.0 $ B ALL RIGHTS RESERVED
I
EXAMPLE 1: HEAD/sILLMAY Q
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FOR STABILITY OR TO ALIGN A BE SPLICED AS- INTERIOR "- - "" -`— - --
INTERIOR MOUNT POCKET, SPLICED HEAD/SILL,EXTRAANCHORS NEEDED. OFINTERLOCK �OF CENTERLINE__
OCK SEE FIGURE BELOW FOR ADDITIONAL j
CENTERLINE
48"X 80"NOM.PANELS,LAMINATED,IG GLAZING, MAY BE ADDED IN THE POCKET ANCHOR INFORMATION.
6" CENTERLINE CENTERLINE CENTERLINE
ANCHOR GROUP B IN WOOD SUBSTRATE, I MAX. OFPANEL I OFPANEL 2 OFPANEL 3
PROJECT DESIGN PRESSURE REQUIRED:+98.2/-108.6 PSF o o • • • • • • •
11'MAX. o 0 0 • • • • • •
:!j:�
11
+3. '+3"ANCHORAGE, 24"MAX. 6" .
ANCHORAGE, "+3"ANCHORAGE, MAX.
SHEET 12
SHEET 12 EXTERIOR SNEETI2
- C6'CLUST13 "C6'CLUSTER,
SHEET I3 [nJ SHEET I3 ENDANCHORAGE
FRAMEJAMB SEE POCKET JAMB (MIN.I ANCHOR)
REQUIRED@ INSTALLATION ON'
INTERIOR POCKETS SHEET6 HEAD/SILL ANCHORAGE DETAILS
"ANCHOR POCKET BY OTHERS,SEE PXXX,3-TRACK
PAIR" NOTE6,SHEET6
4ANPERPHORS
ENDICULAR—
USER INSTRUCTIONS:
PERPENDICULAR i
ro THE cLAss a ANCHORS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS
PARALLEL TO E)ITERIOR THE REQUIREMENT OF+98.21-108.6 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 INSTALLATIONI Head/Sill C6+3
USING ANYANCHOR IN GROUP ,Jamb 10
B(SEE TABLE A),TABLE 3 SHOWS P hods 4+4
ANCHOR REQUIREMENTS OF:
24-1/
MAX, 6"MIN. 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON:
24-1/' HEAD/SILL:SHEET 13 FOR THE"C6"CLUSTER ANCHORS AT INTERLOCK,SHEET 12 FOR THE INTERMEDIATE"+3"ANCHORS
Max LOCATED AT THE CENTERLINE OF ALL 3 PANELS.
JAMB:5 PAIRS OF ANCHORS=10 TOTAL ANCHORS;REFER TOS«
oewl6t 6r P1e•i3
SHEET 12 FOR GENERAL LAYOUT. b.•Il.jewe
, "+1"ANCHORAGE ONLY): J'7-0�fTo•e�l
P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 END PANEL ANCHOR EXCEPTION ( ) A0�`�°fEnO
ANCHORS PARALLEL TO GLASS;REFER TO SHEET 15 FOR DISTANCE TO NEXT CLUSTERpsly p•1e �i2—
GENERAL LAYOUT. • . TO BE2a'O.C.ORLESS ILli w«
Card
MIN. 3)INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: + �7
HEAD/SILL&JAMB:SHEETS 3&4 �`� NY LYNN
P-HOOK:SHEET • • ;�` O;j,•••���!`�'
24-l12' CENTERLINE OF ENO PANEL • •��'�_ I
FOR PRODUCT REFERENCES,ALSO SEE: NO.5705
MAX A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
INTERIOR EXTERIOR LOCATIONS OF CROSS-SECTION DRAWINGS. REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR = 3
B)SHEET 11 FOR SPECIFIC GLAZING TYPES. CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT �4W74fC SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. ��' �
REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: %�Fs•. pP•.•'G��``
D SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS. . .
.•.. ..
E)SHEET 18 FOR A BILL OF MATERIALS. ���-1/1 AL1E?\'�
145116"MAX. 11"MAX. 11111
7-11116"MAX. A.LYNN MILLER,P.E.
ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05115 1070 TECHNOLOGY DR P•E,#66705
N.VENICE,FL 34275
P HOOK JAMB STRAIGHT DOOR EXAMPLE 16 J ROSOWSKI (941)-480-1800
ANCHORAGE ANCHORAGEa CERT.OF AUTH.#29295
DETAILS DETAILS NO CHANGES THIS SHEET. 1a 04/05/17 COPYRIGHT 02017
INDUSTRIES.PUT
SGD-780 NTS 9 OF 18 $ MD-780.0 1 R
B AL IGHTS RESERVED
EXAMPLE 2: USER INSTRUCTIONS:
5-PANEL,2 TRACK, _` - — 11 1)KNOWING THE PRODUCT REQUIREMENTS,SCAN THROUGH TABLES-1-3 FOR A DESIGN PRESSURE THAT
90°OUTSIDE CORNER-PXX/XXO, MEETS OR EXCEEDS THE REQUIREMENT OF+68.4/-77.1 AT A NOM.PANEL SIZE OF 54'X 84".FROM TABLE 1,
EXTERIOR MOUNT POCKET, SHEET 7,THE DESIGN PRESSURE IS+80/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE
54"X 84"NOM.PANELS,LAMINATED GLAZING REQUIREMENTS.
ANCHOR GROUP C IN CONCRETE SUBSTRATE 10-511 I6•MAX.
PROJECT DESIGN PRESSURE REQUIRED:+68.4/-77.1 PSF FOR CONCRETE INSTALLATION Head/SIII C4+2
USING ANY ANCHOR IN GROUP Jamb 8
C(SEE TABLE A),TABLE 1 SHOWS
ANCHOR REQUIREMENTS OF: P hods 4+4
4 ANCHORS
NO FRAME JAMB
0 0 PERPENDICULAR
STABILFORITY, REQUIRED@ TO THE GLASS 'ANCHOR 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON:
EXTERIOR a ANCHORS PAIR° HEAD/SILL:SHEET 13 FOR THE"C4"CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS,
AN POCKETS PARALLEL TO SHEET 12 FOR THE INTERMEDIATE"+2 ANCHORS.
MAYBE THE GLASS 6.44" HEAD/SILL(0).CORNER SHEET 14 FOR THE"C4"CLUSTER ANCHORS Q THE 90°CORNER.
ADDED IN ,i••: SEE POCKET JAMB MIN. JAMB:4 PAIRS OF ANCHORS=8 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT.
THE POCKET o ' INSTALLATION ON 8'MIN.
SHEETS P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET
POCKET BY 15 FOR GENERAL LAYOUT.
OTHERS,SEE
NOTE e,SHEET 624-1W 3)INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
,6'MAX.TO OPENING MAX'
HEAD/SILL&JAMB:SHEETS 3&4
EDGE OF POCKET 24-1n• 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.
• cENTERUNEOF PANEL 1 C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES.
• D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
24-112'MAX. E)SHEET 18 FOR A BILL OF MATERIALS.
2a°MAX.O.C. D.C.
EXTERIOR INTERIOR END PANEL ANCHOR EXCEPTION,("+l"ANCHORAGE ONLY):
'C4•CLUSTER,SHEET 13 DISTANCE TO NEXT CLUSTER
• —� TO BE 24'O.C.OR LESS _
CENTERLINE OF INTERLOCK • • R°d:rsia:i
• r � r�a lrl— °y
• 145/18'MAX. 11'MAX. EXTERIOR
u' ZZ
44—
'+2•ANCHORAGE,SHEET 12 P-HOOKJAMB CENTERLINE OF END PANEL
60• • ANCHORAGE ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
NOM. CENTERLINE OFPANEC 2 DETAILS DETAILS - REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR �` pN`!LYNry,�j�
PANEL •
WIDTH SEE FIGURE ABOVE FOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT = v �F
•C4•CORNER CLUSTER.SHEET 14 ADDITIONAL ANCHOR REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: •
�CENTERLINE CENTERLINE INFORMATION. 6'
OF INTERLOCK �OFASTRAGAL
CENTERLINE CENTERLINE CENTERLINE
II "FOR FIXED PANEL.REFER TO b'
OF PANEL 3 OF PANEL 4 OF PANEL 5
• Xl—
PANEL BRACKET DETAILS,SHEET 3
• • • • • • END ANCHORAGE(MIN.I ANCHOR) '� Igo
� (�'•.,F( p•,.•'���
24'MAX
EXTERIOR '+2'ANCHORAGE, '+2'ANCHORAGE, A.LYNN MILLER,P.E. ;
•.z•ANCHORAGE, ALUMINUM SLIDING GLASS DOOR NOA LM 10/05/15 1070 TECHNOLOGY DR P.E.058705
SHEET 12 SHEET 12 ( )
•C4•CLUSTER •C4•CLUSTER, SHEET 12 N.VENICE,FL 34275
SHEET 13 SHEET 13 CORNER DOOR EXAMPLES J ROSOWSKI (941}480.1600
HEAD/SILL ANCHORAGE DETAILS CERT.OF RUTH.#28296
90°OUTSIDE CORNER PXX/XXO,2-TRACK NO CHANGES THIS SHEET. 0�04/05/17 COPYRIGHTO2017 '
PGT INDUSTRIES,INC.
SOD-780 NTS 10.OF18 MD-780.0 B ALL RIGHTS RESERVED
',-,ryr NOM
7116'N0M. r'''' 9/16'140M 3116-MGVISS IIIA-- 3116'HS GLAS$
3116-HSGLASS I 114-HSGLASS - --_-- .OBU*PVBORSG I .09VPVBORSG
.D90'PVBORSG .090'PVB OR SG 3116-ANN GLASS 3/19'ANN GLASS
311 V ANN GLASS 1/4'ANN.GLASS 7110-AIR SPACE 316-AIRWP
69 rs
3/76'T GLASS 114'T231
.65'NOM. OoR m .SV NOM IBM w .66-NOM Oa .69'NOMGLASS GLASS G1A55 GLASSBITE BREB,iE ezreL+E
12.75 w
TERIOR
a a
„ 7,
ro ro
Part# Description Material
GLASS TYPE 1(WITH PVB) GLASS TYPE 2(WITH PVB) GLASS TYPE 3(WITH PVB) GLASS TYPE 4(WITH PVB)
72 Kommeding 4SG TPS Spacer System GLASS TYPE 5(WITH SG) GLASS TYPE 6(WITH SG) GLASS TYPE 9(WITH SG) GLASS TYPE 10(WITH SG)
73 Quanex Super Spacer nXr With Hot Melt Butyl See this
Sheet for
74 Quanex Duraseal Spacer Materials
75 Cardinal)L Edge Spacer 7„6.NO,,+• 9/16'NOM
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 3116'HS GLASS I 1/4-UgGLASS I
.os6-�, I .ou9'sG
8116-115 GLASS 1/4'HS GLASS
SILICONE HOT-MELT BUTYL � se ,
STRUCTURAL
STRUCTURAL SILICONE
POLYISOBUTYLENE 1/4'NOM. FOAM 3118'NOM. O�e1 .66,NOM .es NOM
WITH GLASS GLASS
WITH DESICCANT DESICCANT L�rE 817E
EXT.GLASS EXT.GLASS1ON
a
7o ro
INT.Gu+ss INT.cuss GLASS TYPE 7 GLASS TYPE 8 PRODOCr REv�o
m ea>•Pt4Q+awitY U°I7m18a
KODISPACE SUPER ,_,ryVNGM AWIN11 N°t7 OyZo•ay
4SG TPS 73 SPACE RID NXT'"I 3116'!S-GLASS 3118-IREagir¢ilr lMh_w, ` u—
.00Q'§� .0 • • �.4r�-Y-•
3119'MGLASS 3116-HS »W
ALUMINUM 7/1 V AIR SPACE 316-AIR
REINFORCEMENT POLYISO- DESICCANT FILL AREA 3116-IGLASs +/4•I .�Q Y LYNNM
N...YN
BUTYLENEit 5H6'NOM. r "ANN"=ANNEALED5/18•NOM. SEAL "HS"=HEAT STRENGTHENEDSILICONE SEAL Q0R ro 6s NGM O0a OM11, GLASS T=TEMPERED �•BUM 8 ROLL•FORMEODESICCANT STAINLESS STEEL EI}FRQ BITEE "PVB"_.090°TROSIFOL®PVBFOAM INTERLAYER BY KURARAYEXT.GLASS u-7AMERICA,INC. SO 7OF FEXT.GLASS "SG"_.090'SENTRYGLAS® i'�''.,
71 i� "CORIO�.•' 1��
INTERLAYER BY KURARAY i S
GLASS TYPE 11 GLASS TYPE 12 AMERICA,INC. ,;,�O/gAL l 111 \V
INT.GLASS INT.GLASS
A LYNN MILLER,P.E.
DURASEALS75 XL EDGE7B ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/15 1070 TECHNOLOGY DR REX 58705
7a O SPACER @ N.VENICE,FL 34275
SPACER GLAZING&SPACER DETAILS P J ROSOWSKI (941)-480-1600
CERT.OF AUTH.#29296
ADDED SPACERS-JR AM 04/05/17 COPYRIGHT02017
q PGT INDUSTRIES,INC.
SGD-780 IJFNTS111 11 OF 18 S1 MD-780.0 �i B ALL R IGHTS RESERVED
.y
JAMB ANCHOR LAYOUT FOR ALL DOORS: HEAD/SILL 11+11 INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS:
__PANEL
-_-- PANEL on
NTERLINE "
r 11 � 1 I PANEL CENTERLINE
CENTERLINE 2.53" 6"DIAG. 2.53" 6"DIAG. o EXTER
IOR
EXTERIOR EXTERIOR EXTERIOR
p EXTERIOR ID
24-1/2" 24-1/2" 2-TRACKINTERMEDIATERMEDaTE
'+1'ANCHOR LOCATION 3-TRACK INTERMEDIATE 'TRACK INTERMEDIATE
MAX• -ANCHOR MAX. v1"ANCHORLOCATION •+2'ANCHOR LOCATION
O.C. PAIR' O.C.
(ALSO USE WHERE"s1'ANCHOR IS REQUIRED)
PANEL
5.44" 5.44" PANEL PANEL CENTERLINE 4.17" 2.53"
CENTERLINE - CE
7-11!16' 7-11/1
NTERLINES
6" 4.17' 4M33r
17"
MAX.2-TRACK FRAME JAMB 3TRACK FRAME JAMB
ANCHOR PAIR ANCHOR PAIR
EXTERIOR 2.53" 3.31" EXTERIOR
n 1.66" EXTERIOR 2.53" 1.66"
V 2-TRACK INTERMEDIATE fl 3.31"
'+2'ANCHOR LOCATION V 3-TRACK INTERMEDIATE
'+3'ANCHOR LOCATION 4-TRACK INTERMEDIATE
r I I 11 11 C4J.a.N•I•-LLQ '+''ANCHOR LOCATION
(ALSO USE WHERE'+2-ANCHOR IS REQUIRED)
_ (ALSO USE WHERE 1+3'
ANCHOR IS REQUIRED)
2.53" 6"DIAG. 2.53" 6"DIAG. PANEL
PANEL CENTERLINE
CENTERLINE2.53° 4.17"
3.31"
EXTERIOR EXTERIOR
24-1/2" 24-1/2" f I IPROUDC C REV16ED
MAX• MAX. EXTERIOR 2.53" 4.17° mac pI*gwilhlheFFwjft
EXTERIOR 3.31" - L-BNurtg Coda
fl Acee�ssaeeNe 17-oN2e.oy
O.C. v n
2-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE ExpI;BI oe Dft-_FZZMZ'"
5.44" 5.44" '+3'ANCHOR LOCATION '+'ANCHOR LOCATION
FIGURES PERTAIN TO THE FOLLOWING INTERMEDIATE �L`d61T
7-1�/16" 7-11/16 PANEL ANCHOR LOCATIONS:
MAX CENTERLINE ��� "(ILYNf
M 4.17"
TRACK FRAME JAMB 2'53" N 1oENSF
ANCHOR PAIR I 41 RACK FRAME JAMB
(ALTERNATE ANCHOR LOCATION ANCHOR PAIR
_ :�n No.58705Z51 •:
EXTERIOR 4" Head/Sill 'r1T
2" Jamb 8 0'• ;��`
FIGURES PERTAINS TO THE FOLLOWING JAMB NOTES: V 2-TRACK INTERMEDIATE
ANCHOR TO THE FON3: "+4"ANCHOR LOCATION P-hook 4 %� s F�ORIOP. G,
1 ALL DIMENSIONS SHOWN ARE ���'/ONAL
BASED ON MINIMUM ALLOWED, TrI n n Illy
UNLESS OTHERWISE NOTED. A.LYNN MII I FR P.E.
NOTES: ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/15 1070 TECHNOLOGY DR P.E.a 68705
2)FOR 3-TRACK JAMBS,ANCHORS 1)ALL DIMENSIONS N.VENICE,FL 34275
MAY BE INSTALLED EITHER IN THE SHOWN ARE BASED ON ANCHOR LAYOUT P J ROSOWSKI (941)480-1600
EXT.OR INT.TRACK. MINIMUM ALLOWED. CERT.of AUTH..1)29e
Head/Sill C4+1 NO CHANGES THIS SHEET. J1104/05117 COPYRIGHT®2017
Jamb 8 3)MIN.OF 8 ANCHORS IN JAMB(4 2)SILL SHOWN,HEAD PGT INDUSTRIES,INC.
P-hook 4+4 PAIRS). SIMILAR. SGD-780 NTS 120E 16 ' MD-780.0 Jill B ALL RIGHTS RESERVED
FIGURE
TAIN
LOWNG
HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS: ERLOC3 SRAGAL ANCHOR LOCATIO
INIERLOCK/ABTMGILLANCHOR LocAnovs:
ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
INTERLCEMERLNE FPLICE N EOEDCATION INTERLCEMERLNE IF
PNE DELICE LODCATION CENTERLINE F NEEDEDINTERLOCK SPLICE INTERLCENTERLINE F NEEDEDSPLICE
4-
-
4 4" 4.17"
2" 2" 1.66" I 3.31" 2"y Heed/Sill C 1
° I 2.53' 2.53" °�3" ° _ ° I 2.53" Jamb 8
P-hock 4+4
EXTERIOR 4.17" EXTERIOR. 4ATEXTERIOR 4.1 T' EXTERIOR 3.31"
2-TRACK FRAME 2-TRACK FRAME 2-1 RACK FRAME 2-TRACK FRAME
(USE WHERE 4 CLUSTER 10, (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,'C4')" ANCHORS ARE REQUIRED,"06') ANCHORS ARE REQUIRED,'CS") ANCHORS ARE REQUIRED,-C10')
(FOR SPUCE (FOR SPLICE
ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR
USE THIS DETAIL, USE THIS DETAIL,
INTERLOCK INTERLOCK SPUCE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK INTERLOCK SPLICE LOCATION .
CENTERLINE SEE NOTE 3) CENTERLINE IF NEEDEDNEEDED CENTERLINE IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE IF NEEDED
3.31" 4" 2.53" 2.53"
4" 3.31" 3.31"
2.53" 2.53"
cc
3"
0 04.11
0. 0 0 0 0
0 0EXTERIOR - .17" EXTERIOR 4.1 " EXTERIEXTERIOR 4.17" EXTERIOR 4.17"
15 3-TR0CK FRAME 3-TRACK FRAME 3-TRACK FRAME 3•TRACK FRAME 15 3•TRACK FRAME
(USE WHERE 4 CLUSTER NSE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER
ANCHORS ARE REQUIRED,-Cr) ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'CW) ANCHORS ARE REQUIRED,-C10") ANCHORS ARE REQUIRED.-C12")
(FOR SPLICE (FOR SPLICE PRODUCt nEVIb
ASTRAGAL OR ASTRAGAL OR CONOmON,DO NOT ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR 070i41j71j�gt;ticelROtidc
INTERLOCK SPUCE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION Isti14!(0geode
CENTERLINE�"IF NEEDED CENTERLINE SEE NOTE 9) CENTERLINE IF NEEDED CEMERUNE� SEE NOTE 3) CENTERLINE NEEDED DotLipman _s
1.66" 4.17 2"
3.31" 3.31" 4" I 3.31" IM2.53"
sow
zrJeselb+
- o 0 0 lW4.1 Rp
LYN ON . N0 0 `�' %CENS• ��2.53" 2.53' 3" F �* : No.58705
RIOR 4.17" EXTERIOR EXTERIOR 4.1T' EXTERIOR EXTERIOR .
4-TRACK FRAME �I-Iy 4-TRACK FRAME 2I-Iy 4-TRACK FRAME �L 4-TRACK FRAME 4-TRACK FRAME O ST
(USE WHERE 4 CLUSTER v (USE WHERE 8 CLUSTER v (USE WHERE 8 CLUSTER v (USE WHERE 10 CLUSTER �/. (USE WHERE 10 OR 12 CLUSTER 7'
ANCHORS ARE REQUIRED,'CO) ANCHORS ARE REQUIRED,'CS-) ANCHORS ARE REQUIRED,-CB') ANCHORS ARE REQUIRED,-CIO') ANCHORS ARE REQUIRD,'C12'1 i '••
i ••."LORIOP.•''
'ONAL
A LYNN MILLEfl,P£
)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALUMINUM SLIDING GLASS DOOR NOA(LM) A 10/05/15 1070 TECHNOLOGY DR P.E.058705
N.VENICE,FL 34275 i
2)SILL SHOWN,HEAD SIMILAR. ANCHOR LAYOUT S J ROSOWSKI (941)-480-1600 If
CERT.OF AUTH.028296 '
3)IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, NO CHANGES THIS SHEET. JJJ104/05/17 COPYRIGHT02017
PGT INDUSTRIES,INC.
USE THE NEXT HIGHER CLUSTER QUANTITY. SGD-780 NTS 13 OF 18 Jill MD-780.0 4 Al B ALL RIGHTS RESERVED
FIGURES PERTAIN TO THE
HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 90'CORNER
ANCHOR LOCATIONS:
2.53"
2.53" 4.17" 2.53"
2.53" 4.1 T'
4' 4"
HeacVSIII 1
- Jamb 8
4.17° Phook 4+4
4" 3.31" EXTERIOR 3.31" EXTERIOR 4" 3.31" EXTERIOR 3'31° EXTERIOR
90'CORNER,2-TRACK 90'CORNER.2-TRACK ID ID 90'CORNER 2-TRACK 90°CORNER,2-TRACK J�/L
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 9 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS
c�ARE
�REQUIRED.'C4') ANCHORS ARE REQUIRED, ANCHORS
�ARE
�REQUIRED, C8') ANCHORS ARE REQUIRED.'91-W)
- i a a v + i i v - a + a v - i � • v
2.53" 2.5314" 6
2.53" 4.17"
2.53" 4"
4.17"
4" 3.31"
4" 3.31" EXTEERRIIOR 3.31" EXTERIOR EXTCERRIIOR EXTERIOR
15
90'CORNER,3-TRACK 90°CORNER•3-TRACK 90'CORNER,3-TRACK ". 90'CORNER,3-TRACK PROIIUC[3El�18ffi
(USE WHERE 4 CLUSTER NSE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,'C ANCHORS ARE REQUIRED,-M ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED.-CIO-) B9 A. fiWkhlll0namil;
Amp'(RL NO 0 ZO•D�1
Exp1ra*m Det TZ
2'53
417" )AL DIMENSIONS SHOWN ARE BASED ON �`�\\1Y LYNIyM
.2.53" 2.53" MINIMUM ALLOWED.
5.06" •V\CENgF •-�F
3.31" 2)DETAILS DEPICT ANCHOR QUANTITY AND 59705
3.31" SPACING,AND WOULD BE SIMILAR FOR INSIDE
AND OUTSIDE CORNER CONFIGURATIONS. _ J L
3)SILL SHOWN,HEAD SIMILAR. 'o •, "7 �'Z��
EXTERIOR i'�(s••.!�/.ORI�Pt•�U,\\`�
4 3.31"EXTERIOR 4' EXTERIOR 4 X77/S/Q i f I l'
`
4.17"
A.A.LYNN MILLER,P.E.
SEeo°CORNER,4-TRACK� 90°CORNER,4T 1070 TECHNOLOGY DR RACK 90'CORNER,4-TRACK ALUMINUM � 10/05/15 P.E.a58775
667os
(UWHERE OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER N.VENICE;FL 34275
ANCHORS ARE REQUIRED,'CB• ANCHORS ARE REQUIRED,') ANCHORS ARE REQUIRED.'C10•) ANCHOR LAYOUT SJROSOWSKI (941)-48D-1600
RT.OF AUTH.
298
NO CHANGES THIS SHEET. �$04/05/17 cECOPYRIGHT02017
COPYRIGHT®2017
PGT INDUSTRIES,INC.
SGD-780 NTS 14 OF 18 j Jill): B ALL RIGHTS RESERVED
P-HOOK ANCHORS LAYOUT HEAD/SILL 1350CORNER CLUSTER ANCHORS LAYOUT:
FOR ALL DOORS:------ -----= -- - =
fW4.17 -
4.17" e4AT'
2.53"MAX. 4° 4.17' 4° e
EXTERIOR - -- EXTERIOR145/18"MAXa 2.53" ExTERIOR 2.533.31" 4" 3.31" . 3.31"
15
135°CORNER,2-TRACK 135°CORNER 2-TRACK 135°CORNER,2-TRACK 135°CORNER 2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
,ANCHORS ARE REQUIRED, 94A ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED•' ANCHORS ARE REQUIRED.°CIO-)
4"
2.53" - 2.53
4.1T G
- ° 4.17"
4.17"
EXTERIOR
EXTERIOR EXTERIOR cR,
2.53" v 3.31" . 4.,
24 1/2° 3.31"
MAX.
' 135°CORNER,8-TRACK 135°CORNER,3-TRACK 135°CORNER,9-TRACK
24-1/2" (USE WHERE 4O 6 CLUSTER- NSE WHERE 6 CLUSTER (USE WHERE 10 CLUSTER
MAX. ANCHORS ARE REQUIRED,•C6• ANCHORS ARE REQUIRED,,-m ANCHORS ARE REQUIRED, C10')
4.17". PPODUCPREWSM ,
yy O4N
4" 2.53" 4" -—SSTI°Sw1a ftffaido
AFS�=N 2 oy
rs>Nm6w uatoz2
4.13" 4.17"
• .
M AXJ�� 14 5/16"MAX.
EXTERIOR EXTERIOR EXTERIOR � LYN �'��
3.31„ V 3 31" � `�`SON....... ..411 /i��
2.53" l %CENSE
135°CORNER 4-TRACK 135°CORNER.4-TRACK 135'CORNER 4-TRACK ' •"•,'p��
(USE WHERE 4 CLUSTER (USE WHERE 6OR 8 CLUSTER (USE WHERE 10 CLUSTER NO.58705
NOTES: ANC HORS ARE REQUIRED,-CA• ANCHORS ARE REQUIRED.-M ANCHORS ARE REQUIRED, C10') W.
1)SEE TABLES 15 FOR EXACT QUANTITY FIGURES PERTAIN TO THE
FOLLOWING 135'CORNER A
OF ANCHORS REQUIRED IN THE P HOOK. ANCHORLOCATIONS: �1�-• '7 I ! Z-
FIGURE NOTES:
PERTAINS TO THE FOLLOWING POCI�TLU.ID
IF HOOK ANCHORLACAnoNs: �i��( •'•. ORIDO'.•''�\��
1)ALL DIMENSIONS SHOWN ARE BASED ��SS.
Pr--- ON MINIMUM ALLOWED. �ONAL 1'E"
I � I
2)DETAILS DEPICT ANCHOR QUANTITY ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05!15 107D TECHNOLOGY DR A.LYNN MILLER,P.E.
la I S AND SPACING,AND WOULD BE SIMILAR N.VENICE,FL 34275
L--- FOR INSIDE AND OUTSIDE CORNER ANCHOR LAYOUT S J ROSOWSKI (941)-080-1600
HeedlSill C 1 CONFIGURATIONS.
Head/SIII C4+1 NO CHANGES THIS SHEET. J$ 04/05/17 CERT.OFA HT #2929617
Jamb 8 Jamb 8 3)SILL SHOWN,HEAD SIMILAR. COPYRIGHTOzo17
POT INDUSTRIES,INC.
PfioDk 5 P-hook 4+4 SGD-780 NTS 15 OF 18 ' MD-7R ,ALL RIGHTS RESERVED
INSIDE 90' OUMSIDE90' INSIDE90' OUTSIDE90' OUTSIDERS' INSIDE135o
ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE9W ASTRAGAL CORNER CORNER OUTSIDE135' INSIDE135• ASTRAGAL ASTRAGAL
_ SINGLE SINGLE _DOUBLE .FIXED .LOCKSTILE _ASTRAGAL. _ BOX IN ASTRAGAL BOX OUT RECEIVER ASTRAGAL _RECEIVER LOCKSnLE LOCKSnLE ASTRAGAL ASTRAGAL RECEIVER ,.RECEIVER_
PANEL INTERLOCK INTERLOCK INTERLOCK STILE
W/HANDLE BOX IN W/HANDLE BOXOUT W/HANDLE W/HANDLE RECEIVER W/HANDLE W/HANDLE W/HANDLE RECEIVER RECEIVER W/HANDLE W/HANDLE
TYPES our IN--Gzl _im
SINGLE
INTERLOCKc;3-- F PP K L L TA TC TR TQ TV TW
OUT Rum(Yq amour
SINGLE B - P A C C
INTERLOCK SA Sc IC SQ SV SW
IN (e0X90 RBOXOUO
DOUBLE 1 YR GR
INTERLOCK
SrLE RR R Y S S FD FC FV FW
LOCKsnLE D M G J W J W -
W/HANDLE. .
ASTRAGAL
Box IN T U PANEL NOTES:
ASTRAGAL f"#4 ffioXV4 LEFT 41NTERIOR RIGHT 1.SEE DP/ANCHOR TABLES 1-3,SHEETS 7-B FOR PANEL SIZES 8 DESIGN PRESSURE.
soxN PANEL PANEL
WiHANDLE '` ' STILE EXTERIOR STILE 2.PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND
ARE NOT AVAILABLE
BOX OUT T U PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND 3.MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL
ASTRAcnL LR WR APPLICABLE STILEIASTRAGAL REQUIREMENTS. CONFIGURATIONS IS 60".
BOX Our *_
Wl HANDLE reaxouo xxoup
IN9,90°ASTRAGAL A T A S .DF
RECEIVER SILICONE
W/HANDLE BY OTHERS
_ 5/16" PRODBCI'
°A�sTSRIA°EGAi CF s1 WASHER m� e.A.r.
RECEIVER v ea #8 X 1"PH SMS, wifta aie
WT.9o•� 3-TRACK SHOWN; ex
^O
RECCED? Cr USE2SCREWS
WlHHAANDLE CT CS 2-TRACK 4-Iw •L�....,�.-
INS.e9•CORNTILE
FRAMES& �''B>d rrodR19L
W/HANDLE RT CI 4-TRACK FRAMES .•�``�1YILyNb/)'�•,, `
OUT.90*CORNER QT Q50 5/16"X2" 'IN Nip
LocKsnSLE J LAGBOLT
W/HANDLE _*: No.58705
OUTSIDE 135• PANEL CORNER DETAIL FRAME CORNER DETAIL -_
ASTRAGAL
RECEIVER VF SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN —'o• =
INSIDE 135° �p�i(L-'• � �7'f�(u`
ASTRAGAL WF (� ':;c(OR10P.•'0\2�
OUTSIDEIRRECEVES AST. VT VS rsAL� •��•
RECEIVER I
W/HANDS A.LYNN MILLER,P.E.
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E-#58705
INSIDE 135°Asr- N.VENICE,FL 34275
..VEFI WT WS PANEL TYPES m`JROSOWSKI (941}480.1600
W/HANDLE
CERT.OF AUTH.ff29298
NO CHANGES THIS SHEET. jg 04!05/17 COPYRIGHT02017
POT INDUSTRIES,INC.
SGD-780 NTS 16 OF 18 i MD-780.0 B ALL RIGHTS RESERVED
i
4.741 �I�- 5.186 �{ �r- 9.000 I 1.184
1 1.084 1'0� 506 .I 239 306 045
-I ---- .100 .0841-- =- __JI - - -
2.000 .074 1.938 1.938- •717
074 040
j' Tom^ 090 .090 3D INTERLOCK TRIM COVER 31 FRAME SCREW COVER
T 21 PANEL STILE vTOP/BOTTOM RAIL-41/2° z3 TALL BOTTOM RAIL-9" 090
6.085
8.815 7.443 1.793 �38� •293
2.380 r 2.380 r 1.938 .442 ] .140 11.144 �I 8
1.947 r 1 .241 .125 1 F •847
1.08 2.3+24 101 2.702 .101 1.172 L
�jL-� L ,L .075 •96� tO2_TRACK JAMB 37 CORNER BACKER PLATE 2D SILL MOUNTING STRIP
075 .045
SSTILE INTERLOCK DOUBLE INTERLOCK SNAP RAILO2-TRACK JAMB W/SCREEN �i I-- 1.045 � 1.019 305
24 ADAPTER 25 ADAPTER 28 ADAPTER 27 ADAPTER so INTERIOR BEAD
O3-TRACK JAMB 1.993 1.872 .050
1 � 2.781 -062 - .062 1.342
L 1.300
125
420 4O4-TRACK JAMB 1.616 082
.583 .374 ym. . 1.801 09 � 1.845L-I �B, SCREEN
•090 tt1 BOTTOM t1z SSTILEN t14 ASTRAGAL
1.793 `- 3.063 �� 2.836 � 2.723 EXT SILL COVER 425
-�I 2.442 �-
OBACKER PLATE OINTERLOCK REINFORCEMENT O P-HOOK 99 °O°PANEL BRACKET 2.424 •094 2.835 17 W/SCREEN 2.028
.140 7.205 �1.521
V
2 i
90°CORNER 90°CORNER •696 4.966
1.000 OLOCKASTRAGAL ORECEIVERASTRAGAL
1.455 T 045 .3075
f-111 144 -1 t 3s P-HOOK MOUNT 307 -F-11' � 18 INT-EXT SILL COVER
5.500 11 4-TRACK SINGLE HEAD •110 3.359 2 471 .125 2 ASTRAGpRODLCf REV4BBb
Y3-34:9l
090 k:;Z=ry�-
.045 93 1.518
L I AcceWane No70.0}
1.405 1.495 1
-.12.099 062 .901 eNara b„�-�
6 135°CORNER 38 135°CORNER
�I_ OLDCKA$TRAGAL RECEIVER ASTRAGAL is MIDSILLCOVER
8.615 6.794 SCREEN
70 3-TRACK SINGLE HEAD O2-TRACK SILL .912 OTRACKADDON
.125 .�`` NY LYNN
.090 090 857 782 I 782 aQ...........9lj
'�1 1~ .857 rt
.290 �1 . ��.•''�.\CENS�c''•�(���
8,50E-1;L/_II[ 850 050 11-850 11.850 .040 y .912
1.405 1.495 045 .045 050 -�*�� 050 ���
_*: No.56705 ,}*
7.443 �� 9.323 1�6 716" 9'16"81 OBEAD 82 OGEE BEAD 63 OGEE BEAD OSQUARE 85 BEAD SQUARE BEAD 88 SQUARE BEAD
p •. o lV�
Os 2-TRACK SINGLE HEAD W/SCREEN OB 3-TRACK SILL
.1.423 ;-Y.'•.F[oR1aP.•
090 090 i
I - t.oa6 1.672 ��'�. ��NAL E0`�
1.993 ALUMINUM SLIDING GLASS DOOR NOA LM 10/05/15 1070 TECHNOLOGY DR A.LYNN MILLER RE
1.405 1.495 .926 .062 ( ) P.E.a 68705
N.VENICE,FL 34275
�1 --- 6.085 -tea �I 11.853 - f f ,045 EXTRUSIONS I-J ROSOWSKI (941}480-1600 '
O8 2-TRACK SINGLE HEAD 04-TRACK SILL ASSEMBLY SCREEN SCREEN ADDED 1/110. 46 04/05/17 CERT.OFAUTH.a29298
110 113 COPYRIGHT02017
TOP INTERLOCK PGT INDUSTRIES,INC.
NOTES:1)SEE SHEET 4 FOR SILL RISERS.ALL DIMENSIONS IN INCHES. SGD-780jj� .25 17 OF 18 Jill MD-780.0 k B ALL RIGHTS RESERVED
TABLE D: TABLE D,CONTINUED: TABLE D,CONTINUED:
--- -
- #" Part# Description Material '— BIIIOf Mat@tial
# Part# Description Material --
1 8134 2-Track Jamb 8063TBAl 43 1695 1-1/2"X 1"X3/4"Fin Seal Dust Plug # Part# Description Material
2 8135 2-Track Jamb with Screen Reil 6063 T6 At 44 6TP248 Vinyl Bulb Weatherstrip(d1 Interlock Flex PVC 110 4317 Screen Top Rail 6063 T67r
3 8133 3-Track Jamb 6063 TS At 45 6TP247 Vinyl Bulb Weatherstrip @ P-hook Flex PVC
111 4318 Screen Bottom Rail 6063 716 At.
4 8132 4-Track Jamb 6063 T6 At 46 1644 ,1871 X.270"Weatherstrip 112 4319 Screen Side Rail/Lockstile 6063 T6 At
5 8118 2-Track Sill 6063 76 At 48 8175 Comer Astragal Seal 113 8152 Screen Interlock Adapter 6063 T6 AI
6 8116 3-Track Sill 6063 T6 At 49 1270 11T X 1-1/8"Open Cell Foam Pad,3+Panels 114 4344 Screen Astragal 6063 75 At
7 8120 4-Track Sill 6063 T6 At 115 7SRAZ Roller on
8 8127A 2-Track Head 8063 76 At 5/16"X2"Lagbolt SS
9 8128A 2 Track Head with Screen Rail 6063 AI 51 8197 Lagbolt Washer Nylon 116 75RAX Roller SS
TS
10 8124 3-Track Head 6063 T6 At 52 8153 Tandem St.Stl.Roller Assembly SS 117 1/4"X 1"MS(8 Top Rail SS
11 8121 4-Track Head 6063 T6 At 53 8153 Tandem Nylon Roller Assembly Steel 116 1/4•X Lor et (a;Bottom Rall SS
12 8140 SIII Riser-1_518• 6063 76 At 54 #10"X 1-1/2"Ph.PH.SMS®Roller SS 119 . Screen Look K Steel
13 8139 Sill Riser-2,V4" 6063 T6 At 55 8052 Roller Adj.Hole Plug PVC 120 17 Screen Lock Keeper Steel
121 1179 #10X3/4"Ph.PH.SMS(�Keeper SS
14 8138 Sill Riser-3.1/2" 6063 T6 AI 60 8022 Interior Bead 6083 T5 At 122 1793 .270"X.150"Weatherstrip
15 8137 Sill Riser-4-1/7• 6063 T6 At 81 8150 7/18"OG Bead 6063 T5 At 123 1692 Screen Spline-.165" Vinyl
16 8182 SIII Riser-5.1/4• 6063 T8 At 62 8145 9/16"OG Bead 6063 TS At 124 Screen Cloth Fiberglass
17 8119A Ext.SIII Cover with Screen Rail 6063 T6 At 63 8146 1-1/16"OG Bead 6063 T5 AI
18 8117 Int Ext.Sill Cover 6063716 At 64 8150 7/16"Square Bead 6063 T5 At
19 8115 Mid-Sill Cover 6063 T6 At 65 8148 9/16"Square Bead 6083 T5 At
20 8183 Sill Mounting Strip/Anchor Plate 6063 TB At 68 8149 1-1/18"Square Bead 6063 T5 At
21 8012 Farrel Stile 6063 T6 At 67 6TP247 Vinyl Glazing Bulb
22 8014C Top/Bottom Rail 6063 T6 At
23 6013C 9"Tall Bottom Rail 6083 TS At 68 1843 Foam 511ed Glazing Bulb(7/18"glazing only)
24 8104 Stile Adaptor 6063 T6 At 69 Dow 899,995 or Instantglaze Glazing Silicone Silicone
25 8102 Interlock Adaptor(Single) 6063 T6 At 70 1725 Setting Block,1/2"X4'X 1/18°,85+/-5 durD. EPDM
26 8101 Interlock Adaptor(Double) 6063 T6 AI 71 1726 Setting Block,1"X4"X 1/16"(IG),85+/-5 duro. EPDM
27 8103 Top Snap Rail Adaptor 6063 TS AI 72 Super Spacer nXr with Hot Malt Butyl Composite
28 8105 Astragal Backup Plate 6063 TB AI 73 Dureseal Composite
29 8192 Interlock Reinforcement 6105 T5 AI 74 Cardinal XL Edge Spacer Composite
30 8200 Interlock Screw Corer with T-slot 6063 T6 At 80 710)04PPSDAX#10 X 3/4"Ph.PH.SMS C P-hook SS
31 1 8136 Frame screw Cover 6063 T6 At
81 #8X518"Ph.PH.SMS Single Interlock SS InoDOCrItEYt6ED
32 1 8107C Astragal 6063 T6 At 82 #8 X 3/4'Ph.PH.SMS®Double Interlock SS � w9►I�ei7dk�
33 1 8110 90•Comer Lock Astragal 6063 76 At Aeeep�a tYo -0'/20.01(
34 8111 90°Comer Astragal Rete"lust 6063 718 At 83 71 OX115PPX #10 X 1-1/2'Ph.PH.SMS(�Astragal SS
84 1155 08 X 1"PH.Quad.SMS®Main liiame SS
35 8204 135"Comer Astragal 6063 TS At G
36 8205 135°Passive Comer Mount 6063 T6 At
�` 72087K Jamb Bumper
37 8112 90"Comer Astragal Backup Plate 6063 T6 At
88 76X38PPAX #8X.375'Ph.PH.SMS SS tlAb� Coord
38 8108 Pocket Door P Haok 8083 TS At
87 4365 4 Hole Bumper Stop
39 8109 Pocket Door P-Hook Mount 6063 T6 At 88 78Xt8PPTX #8 X 3/8"Ph.PH.SMS Steel ��•��troNN N,y�/��,,
40 8141 Screen Frame Add-on(Sill) 6063 T6 At 8193 "O"Panel Bracket-12"long
41 6142A Screen Frame Add-on(Head) W63 TS At 90 #10 X 3/4"Ph.PH.SMS @ Bracket to Stile SS `
42 8143A Screen Track Addon 6063 T6 At 91 #8 X 3/4"Ph.FH.SMS Bracket to Frame SS `*'
=po.' 7)7.:s7j
.0
.�'•.
ONAL
A LYNN MILLER,P.E.
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#59705
N.VENICE,FL 34275
PARTS LISTS J ROSOWSKI (941)-480-1600
NO CHANGES THIS SHEET. J1104105/117
ERT.COPYRIGF AUTH.HT
9296
NOTES: � COPYRIGHT®2017
PGT INDUSTRIES,INC.
1)ITEMS k 47,5&59,75-79 8 92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. SGD-780 NTS 18 OF 18 MD-780.0 B ALL RIGHTS RESERVED -