HomeMy WebLinkAboutNotice of Acceptance MIAWDADE
1VIIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
EM
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
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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-Prioduct 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/90°&'.135°corner(Reinf/Non-Reinf)-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-780.0 Rev A, titled"Aluminum Sliding Glass Door (LM)", sheets I
through 18 of 18, dated 10/05/15 and last revised.on 06/08/16, 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 Y thru 3,not to exceed 462.11 fe.The inside/outside 90°& 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 sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket
anchor details in sheet A.
3. Pockets wall,cavity are not part of this approval.Exterior/Interior Pocket wall&applicl ble 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 t ccomply 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 NOA#15-0903.09 and consists of this page 1 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. 16-0629.10
i•�we CoJE Expiratioin Date: August 02,2017
t Approval Date:August 11,2016
Page 1
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SHOP DRAWING REVIEW
NO EXCEPTIONS TAKEN
rvl.r,KE C.0PRECTjtl)N$ NOTED
F�VISE AIND JP,F SU'B'lll IT
P-1 IE-T--D
SUBMIT SPECIFIED I
C'-;N'E-:'T OF TH- THE
ll\'� )RMATION GIVEN CON=
T;'i A C 7-OR IS '--OR DIMENSIONS -G BE CON--
F!P,MF-',',AND CORRELATED AT THE JOB SITE; FOR INFORMATION
THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO
TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF
THE WORK OF ALL TRADES.
FININVOLD ARCHITECTURE, If G"
-AULII
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections (Submitted under'.files#listed below)
2. Drawing No. MD-780.0 Rev A,titled"Aluminum Sliding Glass Door(LM)", sheets 1 through
18 of 18, dated 10/05/15 and last revised on 06/08/16,prepared by PGT Industries, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. REF Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201 �94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with.marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(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&sealed by Idalmis Ortega,RE
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 203i 94
6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
Along with marked—up drawings and installation diagram of Aluminum SOD w/1350
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 aad 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 1.�l/13/2008, signed and
sealed by Joseph A. Reed, P.E. (submitted under files#15-0903.09/#12-0516.04)
Along with marked—up drawings and installation diagram of Aluminum SGD,prepared by
Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL4618, dated 06/21/2008,FTI,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.R(Submitted under file#11-1018.12)
C. CALCULATIONS (submitted under files#15-0903.09)
1. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC-
2014 (511 Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTME-1300-02,04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources R).
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.10
janiration Date: August 02,2017
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Date: August 11,2016
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PGT Industries,Inc. j
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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) ass Interlayers",
expiring on 07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.;(Former E.I. DuPont
DeNemours&Co., Inc.) for the"Kurray Butacite PVB Interlayers", expiring on 12/11/2016.
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F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5t'edition)an4 letter of no financial interest,
prepared by PGT,dated 08/28/15, signed and sealed by Lynn Miller,P.E.(submitted under files
#15-0903.09)
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2. Spacer reference e-mail by PGT dated Jan 13,2016, signed by Lynn Miller,P.E.
3. Lab compliance as part of the above referenced test report.
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G. OTHER
1.. This NOA revises NOA#15-0903.09, expiring 08/02/17.
2. Test proposal#16-0152 dated 03/09/16,#14-1739,Test proposals No(s)09-0177, 0177-A,B&
C and approved by RER and Test proposal#07-2583, approved by BCCO.
3. AAMA's Technical Paper for SOD &Bi-fold doors referenced to FBC 2,014(5t'edition).
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Is aq I.Chanda,P.E.
Product Control Examiner
NOA No. 16-0629.10
Expiration Date: August 02,2017
Approval Date: August 11,2016
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SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: `MIN.OF3
0 o Group Anchor Substrate Frame Member Min.Edge Min.
Distance Embedment THREADS BEYOND
INCLUDING POCKETS & 90 /135 CORNERS THE METAL
GENERAL NOTES A 1/4'Elea Ultracon
Concrete(min.2.85 ksi) Head/Sill/Jamb 4iook 2-112" 1-3/8" SUBSTRATE.METAL
Ungrouted CMU,(ASTM C-90) Jamb/P-hook 2-1/2" 1-1/4" SUBSTRATE TO
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEET 11. Concrete(min.3.35 ksi) Head(SiIVJamb/P•hook 1' I-W4" MEET MIN.
2)DESIGN PRESSURES: B 1/4'Elco 410 S.S. P STRENGTH AND
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. CreteFlex •T.Southern Pine(SG=0.55) Head/SiIVJamb/Pfiook 1' 13/8' THICKNESS
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Ungrouted CMU,(ASTM C•90) Jamb/P-hook 1s/4" 1-1/4" REQUIREMENTS
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 ksl) Head/Sill/Jamb/P-hook 1' 1.S/8" PER CURRENT
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 114"Elea Ultracon Jamb 1' 1-114" FLORIDA BUILDING
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE Ungrouted CMU,(ASTM C-90) CODE AND TO BE
CURRENT FLORIDA BUILDING CODE. P-hook 2-112" 1-114" REVIEWED BY THE
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. C P.T.Southern Pine(SG=0.55) Head/Sill/Jamb/P-hook 9/16' 15/8" AUTHORITY HAVING
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH #12,steel SMS(G5) Aluminum,6063-T5` Head/Sill/Jamb 3/8" 0.0713" JURISDICTION.
NARROW JOINT SEALANT. or 410 S.S.SMS, P-hook 3/8" 0.125'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR (min.11 threadsln) Steel,A36` Head/Sill/JamhIP-hook 3/8" 0.060" FOR STEEL STUDS,
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. MIN.FU 45 KSI&
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE Steel Stud,A653 Gr.33` Head/SilUJamb/P-hook 3/8" 0.056" MIN.FY=33 KSI.
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Concrete(min.2.22 ksi) Head/Sill/Jamb/P-hook 1-1/2" 1.3/8"
B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE D 1/4"Eico 18-8 S.S. Ungrouted CMU,(ASTM C-90) Jamb/P-took 2' 1-1/4" "UNGROUTED CMU"
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. Aggre-Gator Gnwted CMU(ASTM C-90,min.2 ksi grout) Jamb/P-hook 2• 2" VALUES MAY BE
9)APPLICABLE TEST REPORTS:FTL5254,5273,5618,5619,8322,8374&ATI-81241.01.401-18. USED FOR
P.T.Southern Pine(SG=0.55) Head/SIIUJamb/P-hook 1' 15/8" GROUTED CMU
TABLE B:SEE DETAILS ON SHEET 11 APPLICATIONS.
Glass Description(Listed from Exterior to Interior) Table Sheet -
Type # #
1 7/10"Laminated:(1)Lite of 3116'ANN Glass and(1)Ute of 3/16"HS Glass with.090'PVB Intedayer 2 7 IMPACT RATING
2 9116'Laminated:(1)Lite of 1/4'ANN Glass and(1)Lite of 1/4'HS Glass with.090"PVB Intedayer 2 7 RATED FOR LARGE&SMALL
3 1-1/16'Laminated I.G.:3/16"T Exterior Cap+7/16'Air Space+7/16'Laminated consisting of(1)Lite of 3/16'ANN Glass and(1)Lite of 3/16"HS Glass with.090"PVB Intedayer. .2 7.. MISSILE IMPACT RESISTANCE
4 1-1/18"Laminated I.O.:1/4"T Exterior Cap+318"Air Space+7/16"Laminated consisting of(1)Lite of 3116'ANN Glass and(1)Ute of3/16'HIS Glass with.090"PVB Intedayer 2 7
DESIGN PRESSURE RATING PRODUCrttEVISED
5 7/16"Laminated:(1)Lite of 3/16"ANN Glass and(1)Lite of 3/16'HS Glass with.090'SG Intedayer - 1 7 n ea Pw ft wa6 rke 67ortda
6 9/16"Laminated:(1)Lite of 114"ANN Glass and(1)Lite of 1/4'HS Glass with.090"SG Intedayer 1 7 SEE TABLES 1-3&CI-C2 bwmagC@&
ON SHEETS 7&8 Aoe4wu a No 16-0607./o
7 7/16"Laminated:(2)Lhes of 311V HS Glass with.090"SG fntedayer 3 8 E%*eiw D.re Uq 6z;z517
B 191161 Laminated:(2)Lftes of 1/4'HS Glass with.090'SG Intedayer 3 8
9 1-1/16"Laminated I.G.:3/16"T Exterior Cap+7/16"Air Space+7/16"Laminated consisting of(1)Lite of 3/16"ANN Glass and(1)Ute of 3116'HS Glass with.090"SG Intedayer 1 7 f Pnd.efCerrhW
10 1-1/16"Laminated I.G.:1/4"T Exterior Cap+3/8'Air Space+7/16"Laminated consisting of(1)Lite of 3116"ANN Glass and(1)Lite of 3/16"HS Glass with.090"SG Intedayer 1 7 GENERAL NOTES.............1
11 1-1/16"Laminated I.G.:3/16"T Exterior Cap+7/16'Air Space+7/16'Laminated consisting of(2)Utes of 3/16"HIS Glass with.090"SG Intedayer 3 8 EXAMPLE CONFIGS..........2
INSTALL DETAILS..............3-6
12 11-1/16'Laminated I.G.:1/4'T Exterior Cep+3/8'Air Space+-7/16"Laminated consisting of(2)Lites of 3116"HS Glass with.09(Y SG Intedayer- -- - 3 8- DP/ANCHOR TABLES........7-8 EXAMPLES.........................9-10
ANCHOR NOTES STANDARDS USED: GLAZING DETAILS............11
•
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION.ASTM E1300-09 ANCHOR LOCATIONS.......12-15
ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PANEL TYPES...................16
2)FOR 3)WOODTHER BUCKS DEPICTED A APPLICATIONSTE X ARE ESS THAN61LE2"ON THIS SHEET. ALUMINUM THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF •AISIS o0.070/S2I20 MGN MANUAL ADM-2010 PARTS LIST........................18 �\\�( V"I'liy r i
pl .......• /( i
-UNIT-ISINSTALLED•DIRECTL-Y TO SOLID CONCRETE-OR CMU.-WOOD BUCKS-DEPICTED-AS-2X-ARE 1-112-THICK-OR —` �.=��cErasF-
GREATER.1X AND 2X BUCKS HEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. Q
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO = No.58705
BE REVIEWED BY THE BUILDING OFFICIAL. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES b J ROSOWSKI ,xy
STATE OF
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, < < _
® ADDED SPACERS TO SHEET 11.-JR 05/15/16 '•FLORl06'•' G�
NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE CERT.OF AUTH.#29296 ��,;S�+ r•_\'
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. 1070 TECHNOLOGY DRIVE m� �iirl ni1A1%r;.
IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD
111
SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 A.LYNN MILLER,P.E.
(941)-480-1600 SGD-780 NTS 1 OF 18 MD-780.0 �i A P.E.#56705
MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH
MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH ° NOM.PANEL WIDTH 4
PER TABLESI-3 s < PER TABLESI-3 ` � PER TABLES I3 _ter PER TABLES 13 r_
I O I
13 D to 13 MAX.UNIT
MAX.UNIT a [NELt
/ j� MAX.UNIT a / / jm MAX.UNIT a S ig HEIGHT I�
HEIGHT / Iw HEIGHT S I"w HEIGHTPER
I^ a I^
PER TABLES I-3 / i� PER TABLESI PER TABLES I-3 19 TABLES I-3
J 1 2-PANEL �Y 3-PANEL CONFIGURATIONS — 4-PANEL CONFIGURATIONS
CONFIGURATIONS CONFIGURATIONSF °
MAX.UNIT WIDTH
- MAX.UNIT WIDTH � MAX.UNIT WIDTH � NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH 4 I PER TABLES 1,3XTYP.
PER TABLES 1-3 PER TABLES 1-3
D I o
a a i MAX.UNIT13HEIGHT SEE
MAX.UNIT a S j MAX.UNIT a a a S PERHEIGHT a S HEIGHT IP TABLES 1-3
PER TABLESI-3 / / / / / li PER TABLESI-3 6-PANEL CONFIGURATIONS
5-PANEL CONFIGURATIONS 4 OUTSIDE CORNERSHOVM INSIDE COMERSIMIu
MAX.UNIT WIDTH PR0DUC r REV19619
MAX.UNIT WIDTH atm PW"-itlltheFlorid►
NOM.PANEL WIDTH EwI'R cA&
NOM.PANEL WIDTH 4 mpt"mNo/c22b'—/o
PER TABLES I Y i E-Pk D fcjgP
PER TABLES 1-3 J, s 1 —4-d24_17
MAX.UNIT a 3 3 3 3 B im MAX.UNIT 3 3 3 3 3 3 B i Cslrol
HEIGHT a a a a io HEIGHT I'D
PER TABLES 1-3 / / / / / / iw PER TABLES 1-3
PacxEr Iy ma-r ly
7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-7.875"
"0"=INOPERABLE 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 „ ,_POCKET DLO HEIGHT,(TALL BOT.RAIL,#23)=DOOR UNIT,HEIGHT-17.29"
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION-CAN-BE pXXXXp,p)C=-OR'XXXXp.OXXX-IN' PANEL HEIGHT=DOOR UNIT HEIGHT-2.25"
POCKET CONFIGURATION CAN BE OXXXp.
2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
ALUMINUM SLIDING GLASS DOOR NOA(LM) m 10/05/15
19
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND CONFIGURATIONS J ROSOWSKI
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ®
F—DETAIL LETTER CERT.OF AUTH.#29296
4)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. ® 1070 TECHNOLOGY DRIVE d ��
5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=462.11 FT' N.VENICE,FL 34275
SHEET NUMBER (941)480-1600 SGD-780 111 NTS 2OF18 £ MD-780.0 $ A A.LYNN MILLER,PE
P.E.#58705
OPT.1X OR 2X WOOD BUCKSTRIP, METAL TYP.,SEE ANCHOR
SEE ANCHOR NOTE 3,SHEET 1 DETAIL Al: DETAIL B1 DETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3
CONCRETE/CMU PER THRU 1X WOOD ASTRAGAL INTERLOCK INTO METAL THREADS BEYOND THE
ANCHOR REQUIREMENT INTO MASONRY FACING Exr. METAL SUBSTRATE
FRAME WIDTH
NOM.PANEL WIDTH
TMEM EDMEN AND P.ANCHOR TYPE, 1 z1 12"FIXED"O"PANEL BRACKET s1
TOP AND BOTTOM es I EDGE
EDGE DISTANCE PER .'j° ' @ DISTANCE
SUBSTRATE,SEE 3+ sT
TABLE A,SHEET 1& r---------------E
NOTE 3,BELOW DAYLIGHT
OPENING
WIDTH 1-1/2"FROM
EACH END
I
EMBEDMENT30 j 82 EXTERIOR
L• I
EDGE DISTANCE 25 EDGE
EXTERIOR j 2e I zt DISTANCE
SEE TABLE 3 FOR
V I 1/4"MAX. --41/4"MAX. zs REINFORCEMENT
EXTERIOR i REQUIREMENTS EMBEDMENT
TYP.ANCHOR TYPE,
DETAIL A2 HORIZONTAL SECTION(XXO SHOWN)� EMBEDMENT AND EDGE
INTO 2X WOOD DETAIL 62 DISTANCE PER
SUBSTRATE,SEE TABLE A,
2X WOOD EMBEDMENT DETAIL C2 IDETAIL D2 asTRAGAL SHEET 1&NOTE 3,BELOW
BUCKSTRIP OR 1/4"MAX INTERLOCK INTO MASONRY
FACING INi.
FRAMING,SEE DAYLIGHT
ANCHOR NOTE 3, r 4
OPENING —I I T"ROuucrREVISED
SHEETI WIDTH � 27 z5 AFORL
INTERIOR i 6r iw I -iw ttrc FTorids
SEE TABGE DISTANCE I Aaaylnucno o6z
TYP.ANCHOR TYPE, zs REINFO + g' DReo�—� ;0
EMBEDMENTAND REQUIRJ
IA U
EDGE DISTANCE PER TYP.ANCHOR TYPE, .SUBSTRATE,SEE 90 EMBEDMENTAND
TABLE A,SHEET 1& 97 B3 EDGE DISTANCE
NOTE 3,BELOW PER SUBSTRATE,
so
32 SEE TABLE A,.SHEET- - -- -
31 67 1&NOTE 3,BELOW
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as EMBEDMENT L___________
EDGE st OR sz ASTRAGAL MAY BE
DISTANCE
FOR z CONCRETE/CMU INSTALLED IN EITHER
1za 1z3 113 PER ANCHOR INTERIOR OR EXTERIOR
112 DIRECTION ALL r
REQUIREMENT PARTS
121 — tzz 119 _ 1/4"MAX :.IDENTICAL: .
120 HORIZONTAL SECTION(XO SHOWN)
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
NOTES INSTALLATION,HORIZONTAL X-SECT.1m J ROSOWSKI
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2)REFER TO ANCHOR NOTES,SHEET 1.
3)SEE SHEET 12 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1-3. CERT.OF AUTH.#29236 m m
4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST 1070 TECHNOLOGY DRIVE
REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275
5)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2. (941)480-1600 SGD-780 NTS 3 OF 18 MD-780.0 $ A A LYNN MILLER P.E.
P.E.#68705
DETAIL E1 DADE APPROVED MULLION,FBC
INTO MASONRY DETAIL E2 DETAIL E3 DETAIL E4
CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANT ALUMINUM/STEEL FRAMING
1x eucKsrwP INTO wood OR FRAMING,SEE INTO MASONRY ANCHOR REQUIREMENT INTO METAL ANCHOR REQUIREMENT OR STEEL STUD.SEE SUBSTRATE
EDGE ANCHOR NOTE 3, v. PROPERTIES,TABLE A,SHEET 1
DISTANCE SHEET ?' :e, EDGE
DISTANCE EDGE DISTANCE
EMBEDMENT I'°
a' EMBEDMENT
j EMBEDMENT - EMBEDMENT
1/4"MAX. MAX. 1/4'MAX. 1/4"MAX.
110
TYP.ANCHOR 1X OR 2X 41 TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT
TYPE WOOD TYP.ANCHOR AND EDGE DISTANCE PER AND EDGE DISTANCE PER
EMBEDMENT BUCKSTRIP, 31 TYPE,EMBEDMENT SUBSTRATE,SEE TABLE A,SHEET,1 SUBSTRATE,SEE TABLE A,SHEET 1
AND EDGE SEE ANCHOR AND EDGE &NOTE 3,BELOW &NOTE 3,BELOW
DISTANCE PER NOTE 3, DISTANCE PER
SUBSTRATE, SHEET 1 SUBSTRATE,SEE OPT.SCREEN TRACK
SEE TABLE A, TABLE A,SHEET 1 ADDON;SIMILAR FOR HEAD NOTES
SHEET 1& &NOTE 3,BELOW AND JAMB,2-4 TRACKS 1)DETAILS APPLY TO 2,3 AND 4 TRACK
NOTE 3,BELOW CONFIGURA.078 2)REFER OTANCHOR NOTES,SHEET 1.
DAYLIGHT .062 I~ '713 3)SEE SHEETS 12-13 FOR ANCHOR
81 OR 82 OPENING HEIGHT PANEL .713 SILL RISER LOCATION&SPACING,FOR ANCHOR
HEIGHT
QUANTITIES,SEE TABLES 1-3.
VARIES WITH
REQUIRED 4)FOR DAYLIGHT OPENING(DLO)
FRAME 4.409 POSITIVE FORMULAS,SEE SHEET 2.
70 HEIGHT 3.630
DESIGN
PRESSURE,
SEE SHEETS
EXTERIOR 7-8 PR°DUC f REVISED
a 80 w comPlying whh the Florl&
SILL RISER SILL RISER AIngCBd`
jig
OI'T.rALL 15 (4-1/2"TOTAL 18 (5-1/4"TOTAL Epmlbs Ante eb z -r
eor.RAIL zz SILL HEIGHT) SILL HEIGHT) 062 ISa" �^ t
71 .713 �L ProhetCshaa
OOR 53 124 .062
GROUTAS 13 .713 rt .713
NEEDED,
SEE 0.. _. _ 19. ._ 123 _ - _ _ _ _ _ _._. _ .. 8
ANCHOR �' O 1z1zsrlowN 1.878
NOTE 5, 115° 11s #1&16 ALSO APPLY 780 y
48 111 -1 J
SHEET 1 18
° R SILL RISE SILL RISER SILL RISER
e 15/8"=TOTAL I
17 SILL HEIGHT 8(1-6/8"TOTAL 18 (2-3/4"TOTAL 14 (3-1/2"TOTAL
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
EDGE
1/4"MAX. DISTANCE 1/4"MAX. !
b.
i1 n
EDGE 20 4 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 :r
DISTANCE e ' TYP.ANCHOR TYPE, EMBEDMENT TYP.ANCHOR TYPE,
EMBEDMENT EMBEDMENT AND 2X WOOD EMBEDMENT AND INSTALLATION,VERTICAL XSECT. la J ROSOWSKI
EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER
CONCRETE/CMU SUBSTRATE,SEE FRAMING,SEE SUBSTRATE,SEE
At
PER ANCHOR DETAIL F1 TABLE A,SHEET 1& ANCHOR NOTE 3, DETAIL F2 TABLE A,SHEET 1& CERT.OFAUTH.#29298 m Ra
REQUIREMENT I INTO MASONRY I NOTE 3,BELOW SHEET11 INTO WOOD INOTE3,BELOW 1070 TECHNOLOGY DRIVE &
VERTICAL SECTION VERTICAL SECTION N.VENICE,FL 34275r1i(941)-480-1600 SGD-780 NTS 4 OF 18 $ MD-780.0 �° A A.LYNN MILLER,P.E.
P.E.#887Q8
I
INTERIOR 47 34 48
DETAIL G1
135° 5
INSIDE CORNER 5 � DETAIL H2
l 46
36 INTERIOR
5 21 48 INTERIOREj 83 17-112" p OUTSIDE CORNER
MAX.O.C.
97
EXTERIOR
1ss 19"MAX.O.C. a
35 90"
21 if
82 INTERIOR
21
EXTERIOR
37
1
DETAIL H1 34
9s
EXTERIOR INSIDE CORNER .
135° EXTERIOR INTERIOR 48
Ell-
a
EXTERIOR 94
1 fl 33 98
v7 8317-1/2" FRODUC F REVISEP
MAX.O.C. ns c6.piping with ik Florida
Waling
Am W No 6 •�O
Espial-Vale 2 -1
1
135"
—INTERIOR___
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
NNO'l 2)SEE SHEETS 14-15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR
QUANTITIES,SEE TABLES 1 3.
3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, I '
— — _ —
DEPENDING-ON-CONFIGURATION.
21
DETAIL G2 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
13s° tlg CORNER ASTRAGAL HORIZ.i-SECT. a J ROSOWSKI
OUTSIDE CORNER 35 t5 '.•
19"MAX.O.C.100 B3 CERT.OF AUTH.#29295
EXTERIOR36 5
1070 TECHNOLOGY OLOGY DRIVE� 1:N.VENICE,F34275 � '�' ,,,
(941)-480-1600, SGD-780 NTS 5 OF 18 MD-780.0 �$ A.A LVNN#MILLER,P.E.
OPTIONAL NON-
STRUCTURAL
ANCHORS FOR +' DETAIL 11 EDGE CONCRETE/CMU
INTERIOR Q iNro MAsoNRr TYP.ANCHOR TYPE,EMBEDMENT PER ANCHOR
POCKET JAMB INTERIOR AND EDGE DISTANCE PER DISTANCE REQUIREMENT
EXTERIOR •' SUBSTRATE,SEE TABLE A, J.
a 82 SHEET 1&NOTE 3,BELOW EMBEDMENT
INTERIOR POCKETS MUST 30 31
INCLUDE A NON-STRUCTURAL,
eo SEE NOTE 4,BELOW °•
FRAME JAMB TO PREVENT r 1/4"MAX. EMBEDMENT' �� EDGE DISTANCE
WATER INFILTRATION. 1L EXTERIOR
POCKET BY OTHERS,SEE �I=MBEDMENT:.T• . :`,'... EDGE J*
NOTE 6 BELOW. DISTANCE 1/4"MAX. 99 SEE NOTE 4,BELOW
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE EXTERIOR
DISTANCE PER SUBSTRATE, EMBEDMENT DETAILI2
SEE TABLE A,SHEET 1& EXTERIOR >• INTO MASONRY
NOTE 3,BELOW CONCRETE/CMU EXTERIOR POCKET
EDGE PER ANCHOR
DISTANCE REQUIREMENT
INTERIOR POCKET
METAL TYP.,SEE ANCHOR NOTE EDGE TYP.ANCHOR TYPE,
4,SHEET 1;ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE
BE A 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 Q SHEET 1&NOTE 3,BELOW PRODUC r REVISED
hs oweDh'IQ8 wub the FT d&
DETAIL I3 EMBEDMENT EMBEDMENT Amps- N- G/ C24 io
INTO METAL EapLalfw qtr CH �
EMBEDMENT � EDGE DISTANCE
EDGE DISTANCE EDGE
DISTANCE eo EE NOTE 4,BELOW
.-MAX. -
EMBEDMENT DETAIL 14 3e 30 EXTERIOR
1/4"MAX. w SEE NOTE 4,BELOW n
' INT02X WOOD1 43 V
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE EXTERIOR
DISTANCEPER SUBSTRATE,,_ _ _- -_-._ ._ —.- __. ._ .._ ..._,_ _ EXTERIOR POCKET
SEE TABLE A,SHEET 1 8
NOTE 3,BELOW EXTERIOR POCKET
1, ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 -
NOTES =
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P.-HOOK EXAMPLES,HORIZ.X-SECT. m J ROSOWSKI
2)REFER TO ANCHOR NOTES,SHEET 1. A < -
3)SEE SHEET 15 FOR ANCHOR LOCATION&SPACING.
4)#10 X 3/4"SMS @ MAX.5-1/2"FROM ENDS&12"MAX.O.C. CERT.OF ALITH.#29296
5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY N.VENICE,FL 34275 jj�OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 111 SGD-780 NTS 6 OF 18 J£ MD-780.0 $$ A.LYNN A P. ,P.E.
E.#MILLER,
TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on sheet2) REQUIRED TO ACHIEVE THE DESIGN
For comer astragal anchorage on 90°&135°comer units,see sheets 14&15 PRESSURE,USING THE ANCHOR 1)IF WATER INFILTRATION
Door unit Height QUANTIES LISTED BELOW.SEE. RESISTANCE IS REQUIRED,THE
Table applies to TABLE A,SHEET 1 FOR COMPLETE LESSER VALUES OF EITHER
Glass Types S.6,9&10 containing 60" 84' 98' low 120'
ANN-HS SG laminated Glazing. 773/4"Panel Height- 813/4'Panel Height' 933/4'Panel Height" 105314"Panel Height" 1173/4'Panel Height" ANCHOR LIMITATIONS. TABLE 1 OR 2 AND TABLE Cl
Reinforcement(pert il29)Is not Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR DETERMINES THE WATER
required In the Exterior Interlock. D A B C D A B C D A B C D A B C D LIMITED(+)DP.
QUANTITIES.ADDITIONALLY,THE
Design Pressure +80/-80psf +80/-80psf +80/-0 psf +60/-70psf +60/-70ps! MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-5/8"SILL RISER,#12,MAY
28-1/8' Head/Sill C4+1 04+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C6+1 C4+1 04+1 HEIGHT MUST ALSO BE CONSIDERED,
36" DLO torah e 8 8 6 a 8 8 8 8 8 e 8 8 8 e 8 10 10 to 10 SEE TABLE C1,THIS SHEET. ONLY BE USED WHERE WATER
Width INFILTRATION RESISTANCE IS
P-hook 4+4 4+a a+4 4+a 4+4 4+4 4+a 4+4 4+a a+a 4+4 4+4 5+5 1 5+5 5+5 5+5 5+5 1 5+5 1 5+5 5+5 TOTAL#OF ANCHORS CLUSTERED NOT REQUIRED OR OVERHANG IS
Design Pressure +8o/30psf +eo/-80 psf +80/-Bops! +60/-70 psf +60/-70 psi THROUGH THE HEAD&SILL AT EACH PER FIG 1.IF SO,+DP'S SHOWN IN
34-1/8' Head/SIII C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C1+1 CA+z C8+2 C4+1 C4+1 C8+1 C8+2 C4+1 C4+1 C6+1 C8+2 C4+1 PANEL MEETING POINT.(EX:FOR C4+1, TABLES 1 OR 2 MAY BE USED.
42" DLO s s s 8 8 8 e 8 8 8 a 10 e e 8 10 1g to 10 10 4 ANCHORS REQUIRED AT PANEL
Width lamb
o P-hook 4+4 4+4 4+4 4+4 a+4 4+4 4+4 4+q 4+4 1 4+4 1 4+4 1 4+4 6+5 6+5 1 5+5 5+5 5+5 5+5 5+5 5+5 MEETING POINT AND 1 ANCHOR 3)SEE SILL RISER TYPES ON
Design Pressure +80/-80ps! +80/-80psf +80/-Bops! +60/-70psf +60/-70psf REQUIRED AT MIDSPAN OF PANEL). SHEET 4.
40.1/8' Head/Sill C4+1 C4+2 C4+2 C4+2 C4+1 C4+2 C4+2 C4+2 C4+1 06+2 C6+2 04+2 C4+t Ca+2 06+2 C4+2 C4+1 C6+2 C8+2 Ce+2 TOTAL#OF ANCHORS
4e• DLO THROUGH THE JAMB. 4)DETAILS APPLY TO 2,3 AND 4
o. Width lamb e 6 6 e e 8 e a a 8 e to 8 8 s 10 10 10 10 12 TRACK CONFIGURATIONS.
P-hook 4+4 4+4 4+4 4+q 4+4 4+4 4+4 4+4 4*4 4+4 4+q 4+4 5+5 5+5 5+51 6+5 5+5 5+5 1 5+5 5+5 THE#OF ANCHORS THROUGH THE
Design Pressure +80/ o psf +so/-8o psf +80/-80 psf P-HOOK INSTALLED FROM THE 5)REFER TO ANCHOR NOTES,
4DLO Head/Sill C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C6+2 C4+2 C4+2 C6+2 C6+2 C4+2 INTERIOR+THE#OF ANCHORS SHEET 1.
54' DLO 9 6 6 a 8 8 8 a 8 8 B 10 INSTALLED FROM THE EXTERIOR.
Width lamb
P-hook 4+4 4+4 4+q q+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 O 6)SEE SHEETS 12-15 FOR
+80/-8o Not available in these sizes
Design Pressure +eo/,BOpsf psf +7s.z/-7s.2psf• USED IN EXAMPLE 2,SHEET 10 ANCHOR LOCATION&SPACING
5DLO Head/Sill C4+2 CA+3 C4+3 04+2 C4+2 CB+3 C6+3 C4+2 C4+2 C6+3 C6+3 C6+2
80" DLO g 6 6 8 8 8 8 10 a B 8 12
V,n� lamb
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 1 4+4 1 4+4 4+4 4+4 4+4 4+4
*+/-80.0 PSF FOR GLASS TYPES 6,9&10. "SEE FORMULAS BELOW
TABLE 2: TABLE Cl: FIG 1:
PRODDC r REVISED
Design Pressure(DP)and Anchor Quantities Required, Water-Limited
OH LENGTH b.wl°g Ceti wkY the FlerWa
(tor all approved configurations on Sheet 2) (+)Design Pressure � 6i�"x Cad'
For comer astragal anchorage an 80'&135°comer Unite,see sheets 14&15 AicaW.■ae No 16-.
24•(U
Door unit Height Sill Total Sib Max.(+)DP F E.P1 a ate�_167 I-T
Tads applies to Glass Types 1-4, 9 98' Riser Height Allowed C.f--
containg AKIN-HS PVB
Laminated Glazing. 77-W Panel Height" 93-314"Panel Height•• 12 1-5/8" See Note 2 = Ctf�f► «C�1
Reinforcement(part N29)Is not Anchor Group Anchor Group 13 2-3/4" +50.0 psf =
required in the Exterior interlock. A I B I C I D A B I C I D 14 3-1/2" �+73.3 psf O
Design Pressure +65/L5psf +65/-85psf 15 4-1/2" +80.0 psf
28-IIW Head/SIII CA+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1
36• DLO g 8 s s s 8 e s 16 5-10' +80.0 psf DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG
t Width lamb OH LENGTH IS EQUAL TO OR GREATER THAN THE
.3 P-hook 4+4 4+4 a+4 4+4 4+4 4+4 4+4 4+4 ( )
3 Design Pressure +65/-65ps! +65/65 psi OVERHANG HEIGHT IS EXEMPTED FROM WATER
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 INFILTRATION RESISTANCE.
34-1/8• Head Siil
i 42' DLO a g g 6 8 8 8 8
— - - —-Width, lamb - -- —— - - -:.:-- - ---—
P-hook 4+4 4+4 4+4 4+4 4+q 4+4 4+4 4+4
z° 40.1I8' �signPressure +65/-65psf +65/-65psf
48' DLO Head/Sill c4+1 cA+z C4+z C4+2 C4+1 C4+2 C4+2 C4+2 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
Width lamb 6 6 8 8 8 8 a 8
P-hook a+a 1 a+a 1 a+a a+a a+a a+a 4+4 4+4 DP&ANCHOR QUANTITY TABLES J ROSOWSKI & 6
"SEE FORMULAS BELOW. ® < <
DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF AUTH.#29296
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" 1070 TECHNOLOGY DRIVE
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" N.VENICE,FL 34275
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" (941)-480-1600 SGD-780 NTS 7 OF 18 1111 MD-780.0 JAAJ A A LYNN MILLER,P.E.
P.Elf 58705
TABLE 3: ANCHORAGE TYPE PER SUBSTRATE
Design Pressure(DP)and Anchor Quantities Required,(tor all approved configurations on Sheet2) REQUIRED TO ACHIEVE THE DESIGN
For comer astregel anchorage on 90"&135°comer units,see sheets 14&15 PRESSURE,USING THE ANCHOR
QUANTIES LISTED BELOW.SEE
Table applies to Door Unit Height TABLE A,SHEET 1 FOR COMPLETE
Glass Types 7,8,11&12 containing Sol. E4^ 96 lair 120" 132" 144" ANCHOR LIMITATIONS.
HS-HS SG laminated glazing. 773/4"Panel Height- 81-3/4 Panel Helght"` 4"Pane Height- 1053 4"Panel Haight" 117-3/4'Panel HelgM°" 1293/4"Panel He19 141314"Panel Height"
Relnrorcement(pan#29)Is required Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group :� THE MAXIMUM DP AT THESE ANCHOR
In the Exterior Interlock. A e c D A e c D A B C D A 8 C D A e C D A B C. D 'A B C D QUANTITIES.ADDITIONALLY,THE
Design Pressure +105/-115ps1 +105/-115psf +105/-115psf +105/-115psf +105/-115psf +104/-104psf +92.7/-94psf MAXIMUM POSITIVE DP DUE TO THE SILL
_122DLO
Head/Slil C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 CA+1 C6+1 C6+1 C6+1 C4+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 06+1 06+1HEIGHT MUST ALSO BE CONSIDERED,
30" Jame 6 6 6 8 e 8 e 8 e a 8 10 8 a 8 12 10 10 10 12 10 10 10 12 12 12 1z 12 SEE TABLE C2,THIS SHEET.
Width
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+q 4+4 4+4 5+6 6+5 5+5 5+5 5+5 5+5 5+5 5+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 TOTAL#OF ANCHORS CLUSTERED
Design Pressure +f05/-115 psf +105/-115 psf +105/-115 psf +105/-115psf +105/-115 psf +101.6/-111.2 psf +77 91.85.3 Per THROUGH THE HEAD&SILL AT EACH
281/b Heed/sill C4+1 C6+2 CG+2 04+1 C4+1 C6+2 CS C4+1 C4+1 C6+2 06+2 06+1 c4+1 C6+2 C8+2 CS+1 C6+1 C8+2 C8+2 C6+1 C6+1 C8+2 C8+2 C8+1 C6+1 08+1 c8+1 c6+1 PANEL MEETING POINT.(EX:FOR C6+1,
36" DLO Jame s s e 10 e 8 e 10 e e 10 12 e a 10 1a 10 10 12 14 to 10 12 is to t2 tz 1a 6 ANCHORS REQUIRED AT PANEL
Width MEETING POINT AND 1 ANCHOR
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 6+5 5+5 5+6 6+6 6+6 6+6 6+5 6+6, 6+6 6+6 6+6 646 6+6 6+6 6+6 REQUIRED AT MIDSPAN OF PANEL).
Design Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +f05/-115psf .+88/-9&4psf +87.3/-73.8Pet TOTAL#OF ANCHORS
34.118" Head/Slil C4+2 C6+2 C6+2 C4+2 C4+2 C6+2 C6+2 C6+2 Ca+2 C6+2 C6+2 06+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 CB+2 CB+2 C6+1 CB+2 CB+2 CB+2 CS+1 C6+2 C8+2 06+1
THROUGH THE JAMB.
42" DLO Jamb 6 6 6 10 6 8 8 10 8 8 10 12 8 8 12 14 10 10 12 16 10 10 12 16 12 12 12 14
Width THE#OF ANCHORS THROUGH THE
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 B+6 6+5 5+6 5+5 5+5 5+5 5+5 5+5 6+6 6+6 6+6 6+6 6+8 6+6 6+6 6+6 P-HOOK INSTALLED FROM THE
Design Pressure +105/-115psf +105/-115 f +105/415psf +105/-115paf +105/-115psf +78/-85.4psf +59.6/-65.2psf INTERIOR+THE#OF ANCHORS
40-118" Head/Sill C4+2 C6+3 06+3 C6+2 C4+2 C6+3 C6+ C6+2 CS+2 C8+3 C8+3 C6+2 C6+2 CB+3 C8+3 C8+2 C642 C10+ C110+ C8+2 C6+2 C8+2 C8+2 C6+2 C6+1 06+2 C8+2 C6+2 INSTALLED FROM THE EXTERIOR.
48° DLO Jamb 6 6 8 12 8 8 10 12 8 8 10 14 8 8 12 16 10 10 14. 18 10 10 12 16 12 12 12 14
Width
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+ 4+4 4+4 4+4 4+4 B+6 6+6 6+5 5+5 6+5 6+6 5+5 6+5 6+6 6+8 8+8 6+6 6+6 6+6 8+6 6+6 6+6 USED IN EXAMPLE 1,SHEET 9
Design Pressure +105/-115ps1 +105/-115psf +f05/-115psf +105/-115psf +94.8/-103.8psf 0
46-1/8" HeadiSSi 04+2 C6+3 C6+3 C6+3 04+2 C6+3 C6+3 I C6+3 C6+2 C8+3M1214
C6+2 C8+3 C10+ C8+3 C6+2 C10+ Cl0+ C8+3
54" DLO Jamb 6 6 10 12 8 8 10 12 6 8 8 8 14 18 10. 10 14 18
WIdthP-hook 4+4 4+4 +4 4+4 4+4 4+4 4+4 4+4 484 484 5+5 5+5 5+6 6+6 6+5 5+5 6+5 6+6 Not available in these sizes
Design Pressure +105/-115 psf +105/-115 psf +105/-115 psI +103.4/-113.2 psf +86.7/-95 psi
52-1/8° Head/Sill C4+3 06+4 C6+4 C6+3 C4+3 C6+4 C8+4 C6+3 C6+3 C8+4 CB+4 CB+3 C8+3 10+ C10+ C8+3 C6+2 C10+ C10+ :C8+]3 PRODUCE withfip60" DLO Jamb 6 6 10 12 8 8 10. 14 e 8 12 16 8 B 14 18 10 10 i4 mDUCf wiry JFfwt4
Width 1.ding Cnde
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 .4+4 4+4 5+6 5+5 5+5 5+5 6+6 5+5 6+6 6+5 Acaprwce NaU}-O
-SEE FORMULAS BELOW TABLE NOTES: �p�lfl
. it,-- \.L4
TABLE C2: &kr+ta,a PrOftfteadnd
Water-Limited FIG 1: 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUE OF TABLE 3 AND,TABLE C2 DETERMINES THE WATER
(+)Design Pressure LIMITED(+)DP.
Silf Total Sill Mu.(+)DP - -- -OH.LENGTH_____.-_____2)THE 1-5/8"SILL-RISER,-#12,MAY ONLY-BE-USED WHERE-WATER INFILTRATION RESISTANCE IS NOT-REQUIRED OR OVERHANG IS- -- -- - —--- - -- - -
Riser Height Allowed PER FIG 1.IF SO,+DP'S SHOWN IN TABLE 3 MAY BE USED.
12 1S/8' See Note 2 3)SEE SILL RISER TYPES ON SHEET 4.
13 2-3141 +50.0 psf w
14 3112" +73.3 psf = 4)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
15 41/2 +100.0 psf O
_.._ 5).REF.ER TO ANCHOR NOTES,SHEET 1.._
16 /
DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG 6)SEE SHEETS 12-15 FOR ANCHOR LOCATION&SPACING
(OH)LENGTH IS EQUAL TO OR GREATER THAN THE ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
OVERHANG HEIGHT IS EXEMPTED FROM WATER
INFILTRATION RESISTANCE. DP&ANCHOR QUANTITY TABLE l& J ROSOWSKI
DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF AUTH.#2029601
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" 1070 TECHNOLOGY DRIVE
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29° N.VENICE,FL 34275 A.LYNN MRLER RE
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" (941)480-1600 SGD-780 NTS 8 OF 18 i MD-780.0 A P.
56705
EXAMPLE 1: HEADISILLMAY Q
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FOR STABILITY OR TO ALIGN A BE SPLICED AS INTERIOR CENTERLINE { CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
INTERIOR MOUNT POCKET, SPLICED HEADISILL,EXTRA ANCHORS NEEDED. �OF INTERLOCK I OF INTERLOCK ANCHOR INFORMATION.
48"X 84"NOM.PANELS,LAMINATED,IG GLAZING, MAY BE ADDED IN THE PO CKET g• CENTERLINE CENTERUNE CENTERLINE
ANCHOR GROUP 3 IN WOOD SUBSTRATE, �• OF PANEL 1 OF PANEL 2 A OF PANEL 3
PROJECT DESIGN PRESSURE REQUIRED:+98.21-108.6 PSF • • • •
11"MAX':]��. o 0 0 • • •
+3" •+3'ANCHORAGE, 24•MAX.
6
ANCHORAGE, SHEET 12 '+3•ANCHORAGE, MAX.
1�AX SHEET 12 SHEET 12 '
•06.0LUSTER, EXTERIOR •CB•CLUSTER,
SHEET 13 � SHEET I3 END ANCHORAGE
(MIN.1 ANCHOR)
FRAME JAMB SEE POCKET JAMB
REQUIRED A INSTALLATION ON INTERIOR POCKETS SHEET6 HEAD/SILL ANCHORAGE DETAILS
'ANCHOR PXXX,3-TRACK END PANEL ANCHOR EXCEPTION:
PAIR' POCKET BY OTHERS,SEE NOTE 6,SHEETS DISTANCE TO NEXT CLUSTER
TO BE 24'O.C.OR LESS
4ANCHORS /
PERPENDICULAR / EXTERIOR USER INSTRUCTIONS: •
TO THE GLASS 4 ANCHORS
PARALLEL TO
THE GLASS E:> 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A
DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF+98.21-108.6 CENTERLINE OF END PANEL
AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 3,SHEET 8,THE DESIGN PRESSURE
IS+105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
FOR WOOD INSTALLATION Head/Sill C6+3 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT '
USING ANY ANCHOR IN GROUP Jamb 10 REQUIRED AS PER THE FIGURE ABOVE:
24 1rz
MAX. s MIN. C(SEE TABLE A),TABLE 3 SHOWS Jamb 4 0
24-112• ANCHOR REQUIREMENTS OF: ➢RODUCr REVISED
MAX. m u pfyi•0 wIlb III.Florid►
2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON: yflnS lade
HEAD/SILL:SHEET 13 FOR THE"C6"CLUSTER ANCHORS AT INTERLOCK,SHEET 12 FOR THE INTERMEDIATE"+3 ANCHORS Aaepl••a No 25•///
ir•A••Bete Z
LOCATED AT THE CENTERLINE OF ALL 3 PANELS. E•F —�{�-�-�
JAMB:5 PAIRS OF ANCHORS=10 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT.
P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET 15 FOR GENERAL VB* red•etC I
LAYOUT.
5.44"
MIN. 3)INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON:
HEAD/SILL&JAMB:SHEETS 3&4
P-HOOK:SHEET 6
24-112•
MAX, FOR PRODUCT REFERENCES,ALSO SEE: i
O.C. A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS.
INTERIOR EXTERIOR B)SHEET 11 FOR SPECIFIC GLAZING TYPES.
C)SHEET 16-FOR ALLOWABLE,PANEL TYPES AND CALL NAMES. _
D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E)SHEET 18 FOR A BILL OF MATERIALS.
14sns 11"MAX. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
p7lMAX.
STRAIGHT DOOR EXAMPLE J b J ROSOWSKI
P-HOOK JAMB
ANCHORAGE ANCHORAGE CERT.OF AUTH.#29296
DETAILS DETAILS 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941}•480-1600 SGD-780 NTS 9 OF 18 1- MD-780.0 j P.E. 58705 A A. MILLER.
P.E.
I
EXAMPLE 2: USER INSTRUCTIONS:
5-PANEL,2 TRACK, 11"Max• 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 60"X 84".FROM TABLE 1,
EXTERIOR MOUNT POCKET, SHEET 7,THE DESIGN PRESSURE IS+801-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE
60"X 84"NOM.PANELS,LAMINATED GLAZING REQUIREMENTS.
ANCHOR GROUP 1 IN CONCRETE SUBSTRATE 1MAX.
PROJECT DESIGN PRESSURE REQUIRED:+68.4/-77.1 PSF FOR CONCRETE INSTALLATION Head/Sill C4+2
USING ANY ANCHOR IN GROUP Jamb 8
A(SEE TABLE A),TABLE 1 SHOWS Pfiodc 4+4
ANCHOR REQUIREMENTS OF: .
NO FRAME JAMB 4 ANCHORS 2 ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON:
FOR ° ° REQUIRED M PERPENDICULAR "ANCHOR )
STABILITY, TO THE GLASS PAIR' HEAD/SILL:SHEET 13 FOR THE"C4"CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS,
EXTERIOR 4 ANCHORS
EXTRA SHEET 12 FOR THE INTERMEDIATE"+2 ANCHORS.
ANCHORS POCKETS TTHHEEAGLASS O HEAD/SILL(a)CORNER:SHEET 14 FOR THE"C4"CLUSTER ANCHORS @ THE 90'CORNER.
MAYBE 5.44' i JAMB:4 PAIRS OF ANCHORS=8 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT.
ADDED IN SEE POCKET JAMB MIN.
THE POCKET `�'-` INSTALLATION 6•MIN. P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET
15 FOR GENERAL LAYOUT.
POCKET BY SHEETS
OTHERS,SEE z4112° 3)INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
NorE 6,sHEEr s MAX HEAD/SILL&JAMB:SHEETS 3&4
6'MAX.TO OPENING
EDGE OF POCKET 24-112" P-HOOK:SHEET 6 PRODUCf REVISED
MAX a c•wplyi tg w1t6 the Florid.
FOR PRODUCT REFERENCES,ALSO SEE: -►�.sC.&
END ANCHORAGE A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS Aeeiyt.nce No I -D 62 .10
24•MAX.D.C. (MIN.1 ANCHOR) A,I OF CROSS-SECTION DRAWINGS. F 17
E 0•te o
'+2'ANCHORAGE,SHEET 12 B)SHEET 11 FOR SPECIFIC GLAZING TYPE.
C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. lEtArP wYGobd
• CENTERLINE OF PANEL 1 D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E)SHEET 18 FOR A BILL OF MATERIALS.
24-112•MAX.
O.C. END PANEL ANCHOR EXCEPTION:
24"MAX.O.C. EXTERIOR INTERIOR DISTANCE TO NEXT CLUSTER
'C4'CLUSTER,SHEET 13 TO BE 24'O.C.OR LESS
CENTERLINE OF INTERLOCK •�
14.5116"MAX. 11°MAX. EXTERIOR • • .i; �',.I r'
7-11/16'MAX- �•' -
CENTERLINE OF END PANEL -
_ +2'ANCHORAGE,SHEET 12 _ P-HOOK -JAMB __ __ _
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
1
s6" �" ANCHORAGE ANCHORAGE
NOM. CENTERLINE OF PANEL 2 DETAILS REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR /
PANEL • DETAILS CLUSTER IS OVER 24,OTHERWISE ANCHORS ARE NOT g6 T tto
WIDTH SEE FIGURE ABOVE FOR REQUIRED AS PER THE FIGURE ABOVE:
"C4"CORNER CLUSTER,SHEET 14 ADDITIONAL ANCHOR .-
�CENTERUNE CENTERLINE INFORMATION.
OF INTERLOCK �OFASTRAGAL ,
CENTERLINE CENTERLINE CENTERLINE ,
OF PANEL 3 I .. -_ OF PANEL 4 I OF PANEL 5 FOR FIXED PANEL,REFER
- _ —_•._ PANEL.BRACKET_-DETAILS.-SHEET 3 - - A.LYNN:MILLER,:P.E _—
P.E.#587Q5
• ' • • • ALUMINUM SLIDING GLASS DOOR NOA(LM) 0 10/05/15
EXTERIOR •+2"ANCHORAGE, °+z'ANCHORAGE, 24'MAX• 6• CORNER DOOR EXAMPLE` J ROSOWSKI
SHEET 12 SHEET12 '+2'ANCHORAGE, MAX-
°C4-CLUSTER, "C4"CLUSTER, SHEET 12
SHEET 13 SHEET 13 END ANCHORAGE CERT.OF AUTH.#29206 �
(MIN.1 ANCHOR) 1070 TECHNOLOGY DRIVE N
HEAD/SILL ANCHORAGE DETAILS 10 0 TECHNOLOGY
O OGY
90°OUTSIDE CORNER,PXX/XXO,2-TRACK N.
(941)-480-1600 SGD-780 NTS 10 OF 18 $ MD-780.0 $ A
SILICONE HOT-MELT BUM
7/18'NOM 9/18'NOM. 1-1/16'NOM.I''^ - STRUCTURAL
3/16'HS GLASS 1/4-µe GLASS 3/16-HSGASS I SILICONE
.099"PVB OR SG .09D'PVB OR SG I .090'WBORSG I STRUCTURAL FOAM �/'16"NOM.
3110-ANN GLASS POLYISOBUMEN 1/4"NOM. WITH
3/16•ANN GIA9s va•/wN class WITH DESICCANT
7/i6'AIR SPACE DESICCANT
3I1�TGLASS
� 4.6-5-
EXT.GLASS EXT.GLASS
sr
OOR 81 .6r6'LANSO9. O� ' OO"68 .65"NOM
BRE67RB1gR Bf1E
6zr6 INT.GLASS INT.GLASS
„ `° KODISPACE SUPER
GLASS TYPE 1(WITH PVB) GLASS TYPE 2(WITH PVB) GLASS TYPE 3(WITH PVB) 72 4SG TPS 73 SPACERD NXTTM
GLASS TYPE 5(WITH SG) GLASS TYPE 6(WITH SG) GLASS TYPE 9(WITH SG)
ALUMINUM
REINFORCEMENT
5/16"NOM.
BUTYL&
1-1116'NOM. DESICCANT "ANN"=ANNEALED
311E HS GLASS 7/16'NOM. 9116'NOM I� FOAM
.090'PVB OR SG 3/16'HS GLASS 1/4-FiS GLASS I EXT.GLASS "r==HEAT STRENGTHENED
3/16'MIN GLASS .099-SG .090'SG "T'=TEMPERED
3/e'AIR SPACE 3/16'FL3 GLASS 114-HS GLASS "PVB"=.090"BUTACITEO PVB
114'TGLASS �, INTERLAYER BY KURARAY
AMERICA,INC.
� 93 6r
INT.GLASS "SG"=.090"SENTRYGLAS®
Qa 66 .65'NOM. OO" .65'NOM. OO" WNOM INTERLAYER BY KURARAY
QT m B� GLASS
B� DURASEA0 AMERICA,INC.
a E%1 RR 74 SPACER
72m
so a 59 a m uepPh'm8 wlb�luki&
71 m re Wiling lade
POLYISO- DESICCANT FILL AREA Aceeyluae Nn(L-OL2S•/U
GLASS TYPE 4(WITH PVB) GLASS TYPE 7 GLASS TYPE 8 BUTYLENE e.�l..er..pfe l-
GLASS TYPE 10(WITH SG) SEAL 5/16"NOM.
SILICONE SEAL efall'�r1LlrQe61�a1
ROLL-FORMED
STAINLESS STEEL
1-1116"NOM_
311('HSG1ASS 311VISGAss -----....__.. ..Part# -- ---De 6Criptlon Material- EXT:GL.ASS - ..
.OW SG 'OW§G 72 Kommeding 4SG TPS Spacer System
3116-HS GLASS 3116'HS GLASS See this
7/1WMRSPACE 316'AIR SPACE 73 Quanex Super Spacer nXT with Hot Melt Butyl
3fI6'TGLASS 69 1/4-1GLASS 74 Quanex Duraseal Spacer Sheet for INT.GLAss
Materials
75 Cardinal)t Edge Spacer
...BEEE13EN_CE TEST REPORTS:FTL-8717,6988&8970_..._..- - - -- -
7s XL EDGET •; ;
SPACER
_ — BITE BITE
i
M75 ALUMINUM SLIDING GLASS DOOR'NOA(LM) 10/05/1571
71 `-
GLAZING&SPACER DETAILS m J ROSOWSKI " 7�
GLASS TYPE 11 GLASS TYPE 12
I.T ADDED SPACERS-JR 05/15/16
CERT.OF AUTH.#29296 -
1070 TECHNOLOGY DRIVE i
N.VENICE,FL 34275
(941)-480-1600 SGD-780 NTS 11 OF 18 � MD-780.0 A A LYNNMILLERP.E
P. 58705
JAMB ANCHOR LAYOUT FOR ALL DOORS: HEAD/SILL"+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS:
PANEL
PANEL CENTERLINE 5.06"
�{-d-L7 r� � I PANEL CENTERLINE
CENTERLINE
2.53" 25Y' -
6 .
"DIAG. 6"DIAG. � o
I
EXTERIOR EXTERIOR EXTERIOR
EXTERIOR EXTERIOR
24-112" � 24-1/2" 2-TRACK INTERMEDIATE MA 'ANCHOR '+1'ANCHOR LOCATION n 34RACK
INTERMEDIATE
I�I
4-TRACK INTERMEDIATE
PAIR" ANCHOR
+ C
O.C. eO.C. (ALSO USE WHERE`+1-ANCHOR IS
REQUIRED)
PANEL
5A4" 5.44" PANEL PANEL CENTERLINE 4 17" 2.53"
CENTERLINE CENTERLINE
7-11/16" 7-1 6
1/1 "
MAX. MAX. °
2-TRACK FRAME JAMB 3 TRACK FRAME JAMB
ANCHOR PAIR ANCHOR PAIR
EXTERIOR 2.5S 3.31" 3.31"
1,66 —_� I_— EXTERIOR 2.53" EXTERIOR 1.66"
2-TRACK INTERMEDIATE (� 3.31"
"+2'ANCHOR LOCATION V 3-TRACK INTERMEDIATE � 4-TRACK INTERMEDIATE
"'ANCHOR LOCATION 4"ANCHOR LOCATION
(ALSO USE WHERE'+2 ANCHOR IS REQUIRED) (ALSO USE WHERE'+3'ANCHOR IS REQUIRED)
2'53" 6"DIAG. 2.53" 6"DIAG. PANEL
PANEL CENTERLINE
CENTERLINE 2.53� 4.17"
3.31"
EXTERIOR EXTERIOR ck PRODUC T REVIND
24-1/2" 24-112" hmaks ri.s.Kf Iie Flo�1d�
MAX. MAX. tir�o�Foe.
EXTERIOR 2.53" 4.1 T' c.pI ate No /6-da2S,/O
O.C. O.C. � EXTE��IRIOR 3.31" E•P6/�MLe Dtte Cj}�1/�]/_/
2-TRACK INTERMEDIATE �J 3-TRACK INTERMEDIATE �54. eta
5.44 5.44" "+3'ANCHOR LOCATION '*4"ANCHOR LOCATION Ce�l4u1
FIGURES PERTAIN TO THE FOLLOWING INTEW.IEDIATE
__PANEL _._
ANCHOR LOCATIONS:
MAX. MAX. CENTERLINE _
2.53" 4.17"
3-TRACK FRAME JAMB RACK FRAME JAMB
ANCHOR PAIR ANCHOR PAIR
(ALTERNATE ANCHOR LOCATION
ead/SEXTERIOR I 4" {
2" I.— — -HJamb� 81
r
II
FIGURES PERTAINS TO THE O JAMB NOTES:
ANCHOR LOCATIONS:
2-TRACK INTERMEDIATE P-hook 4+4
Ns: 1)ALL DIMENSIONS SHOWN ARE "+4'ANCHOR LOCATION
BASED ON,MINIMUM ALLOWED, ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 J
UNLESS OTHERWISE NOTED.
L I NOTES: ANCHOR LAYOUT 1 J ROSOWSKI
2)FOR 3-TRACK JAMBS,ANCHORS 1)ALL DIMENSIONS
MAYBE INSTALLED EITHER IN THE SHOWN ARE BASED ON
EXT.OR INT.TRACK. MINIMUM ALLOWED. CERT.OF AUTH.#29296
Head/Sill C4+1 1070 TECHNOLOGY DRIVE
Jamb 8 3)MIN.OF 8 ANCHORS IN JAMB(4 2)SILL SHOWN,HEAD N.VENICE,FL 34275
P-hook 4+4 PAIRS). SIMILAR. (941)-480-1600 SGD-780 NTS .12 OF 18 MD-780.0 $ A A LYNN MILLER,P.E.
P.E.q 58706
HEAD/SILL CLUSTER ANCHORS LAYOUT FOR STRAIGHT DOORS: INTERL T CKJASE
FOLLOWINGFIGUR ONONG PERTAIN TO RAGAL
ANCHOR LOCATIONS:
ASTRAGAL OR ASTRAGAL OR—�{�. ASTRAGAL OR—�{� ASTRAGAL OR
INTERLOCCENTERLINE FPLICE EEDEDLOCATION CENT RUNE I F NEEDED CATION CENTERLINTERLOINE I F NEEDED CENTERLININTERLOCE FPNEEDEDLICE �TION
4" I 4" 1 3.31" 4.1-r
2.53"
"2 -
2 1.66" , Head/Sill
eill 84+41
2.53 2.53" 23" Jamb
P
Jr,EXT EXTERIOR 4.
EXTERIOR 4.17" EXTERIOR 3.31"
2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME
lcl (USE WHERE 4 CLUSTER (USE WHERE 8 CLUSTER 10, (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED.-C4') ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED,-C10-)
(FOR SPLICE (FOR SPLICE _
CONDITION,DO NOT CONDITION,DO NOT
ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
USE THIS DETAIL, USE THIS DETAIL,
INTERLOCK INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK INTERLOCK SPLICE LOCATION
SEE NOTE 3) SEE NOTE 3)
CENTERLINE CENTERLINE IF NEEDED CENTERLINE IF EEDED CENTERLINE CENTERLINE IF NEEDED
3.31" W4.
4" 4" 3.31" 2.53" 3.31" 2,53"2.53" 3" 2.53"
11
EXTERIORH 4.1 T' EXTERIOREXTERIOR 4.17' EXTERIOR R41 EXTERIOR 4.17"
3-TRACK FRAME 3-TRACK FRAME 3TR-CKFRAME 3-TRACK FRAME 3-TRACK CLUSTER
(USE WHERE 4 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 8 CLUST (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER
ANCHORS ARE REQUIRED,'C4') - ANCHORS ARE REQUIRED,'CS-) ANCHORS ARE REQUIRED,-C87 ANCHORS ARE REQUIRED,'C10') ANCHORS ARE REQUIRED,-C12')
PRODUCE REVINp
AN aPblq wit►Ow Fled t.
FOR SPLICE fft f.2 P�
(FORSPLICE ( Aci"ft a No L-O 2 O
ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR EyirtAW Date e o •-1
INTERLOCK SPLICE LOCATION INTERLOCK U SEE NOTE 3)IL INTERLOCK SPLICE LOCATION INTRLOCK� USE THIS DETAIL, INTERLOCK+�SPLICE LOCATION
CENTERLINE�IF NEEDED CENTERLIE CENTERLINE IF NEEDED CEMERLINE SEE NOTE 3) CENTERLINE IF NEEDED L �`
1.66" 4.1
3.31" 3.31" 3.31" M- 1
"
0 0 0 0 0 o2.53" 2.53" 2.53" e 2.53" 3"
1�7
EXTERIOR W4.17" EXTERIOR EXTERIOR EXTERIOR 4.17" EXTERIO . ..
4.1 T'
4-TRACK FRAME 4-TRACK FRAME 4TRACK FRAME 4-TRACK FRAME 4-TRACK FRAME _
_�/—.-(USE WHRE4'CLUSTER._.. _ _._.... (USE-WHERE S'CLUSTER" ._.__.. _."�.._.._ -(USE WHERE-8 CLUSTER _._ _._.,v._ ....(USE-WHERE-10 CLUSTER. _.. .. - —(USE.WHERE-10.OR-12.CLUSTR —
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,-CB') ANCHORS ARE REQUIRED,'C81 ANCHORS ARE REQUIRED,-C10') ANCHORS ARE REQUIRED.'C12')
ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/15 "
NOTES:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ANCHOR LAYOUT J ROSOWSKI
2)SILL SHOWN,HEAD SIMILAR. CERT.OF AUTH.#2s296
1070 TECHNOLOGY DRIVE
3)IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, N.VENICE,FL 34275
USE THE NEXT HIGHER CLUSTER QUANTITY. (941)480-1600 SGD-780 NTS- 13 OF 18 09 MD-780.0 4 A A LY MILLER P.E.
P.E.#68708
FIGURES PERTAIN TOTHE
HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: F°NCHORLOCATION,
ANCHOR LOCATIONS:
L
2.53", 4.17" 2.53"
2.53" 4.17"
4" Head/Sill C 1
Jamb 8
" . 4.17" P hod( 4+4
4" 3.211" EXTERIOR .3.31" EXTERIOR 4" 3.31 3.31" EXTERIOR
EXTE�RLI,OR 2f-Iy
90'CORNER,2-TRACK 90'CORNER,2-TRACK 15 90'CORNER,2 TRACK �/ 90"CORNER,2-TRACK v
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
AN�aC.HHORRSuA.REE�REQUIRED.'Clr ANCHORS ARE REQUIRED, C6') ANCHORS ARE REQUIRED.-CB') ANCHORS ARE REQUIRED,'C10')
' i a a v • • • 17 - a a a 11
24' "
2.53" 4Ar PROoUcr REVISED,
2.53" •+�PMoa with Ike Flud&
IfW1Rf Bed.
A�allo G•OLZ ,/Q
2.53" 4" Ea�hvhe Date e e
\NA
rrecrti
4.17"
4" 3.31" EXTERIIOR 3.31" EXTCERRIIORKrEnRIIOR 4" 3.31" EXTERIOR
90'CORNER,3-TRACK 90'CORNER,3-TRACK 90'CORNER,3-TRACK 90'CORNER,3-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED.'M ANCHORS ARE REQUIRED,'96D ANCHORS ARE REQUIRED,'CB' ANCHORS ARE REQUIRED,-CI
2.53" NOTES:
2.53' 4.17" 2.53" 1)ALL DIMENSIONS SHOWN ARE BASED ON
5.06" MINIMUM ALLOWED.
3.31" 2)DETAILS DEPICT ANCHOR QUANTITY AND
3.31 SPACING,AND WOULD BE SIMILAR FOR INSIDE
AND OUTSIDE CORNER CONFIGURATIONS.
-_ - - - ArLYNN'MILLER P.E.
3)SILL_—SHOWN,HEAD SIMILAR. P.E.#58705
4 3.31"EXTERIOR 4„ EXTCERRIIOR 4 417" EXTERIOR ALUMINUM SLIDING GLASS DOOR NOA(LM) 0 10/05/15
90-CORNER,4-TRACK 90'CORNER,4-TRACK " 90'CORNER,4-TRACK ANCHOR LAYOUT m'' J ROSOWSKI
(USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,'Co.) ANCHORS ARE REQUIRED,'W) ANCHORS ARE REQUIRED,'C 11
CERT.OF AUTH.1129296
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)480-1600 SGD-780 NTS 14OF18 j$ MD-780.0• 1091 A
P-HOOK ANCHORS LAYOUT HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT:
FOR ALL DOORS:
4.1 T
4.17" • • °
11" 2.53" 4" 4.17" 4"
•
MAX. ,
4.1 T' • °
EXTERIOR ° —
5 � EXTERIOR
k�v
v EXTERIOR 2.53" 4" EXTERIOR n
145116",MAX' 2.53" n �j v
3.31" 4" 3.31" �7 3.31" V 3.31"
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,- ANCHORS ARE REQUIRED,'CBJ ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,'C10')
4"
2.53" 2.53
4.17"
4' ® 4.17"
° 4.1 T' • PRODUCEREVISW-
EXTIE�IRIOR mPmn-m tk Flow
EXTERIOR EXTERIOR 1 y A �t v cciPhae N.IG-oG 2r./U
�j EAPirnli.
2.53" 3.31" 4„ 3.31" 6 S�� - rf-
24-1/2" 3.31' 11�s✓p,1y m0MCO6d
MAX.
135°CORNER,3-TRACK 135°CORNER,3-TRACK 135'CORNER,3 TRACK
24-1/2 (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
MAX ANCHORS ARE REQUIRED,"C� ANCHORS ARE REQUIRED,'QK) ANCHORS ARE REQUIRED,'C10'
1 4.17"
J� 4� 2.53" 4"
4"
•
EXTERIOR
M 145/16"MAX. EXTERIOR - _ EXOR-. _ EXTERIOR
- �( �.. =
5.06" 2.53" 3.31" V 3.31"
135'CORNER,4-TRACK 135-CORNER,4-TRACK 135°CORNER,4-TRACK - �-•
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 10 CLUSTER
NOTES: ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'C8• ANCHORS ARE REQUIRED,•C10')
1)SEE TABLES 1-3 FOR EXACT QUANTITY FIGURES PERTAIN TO THE
OF ANCHORS REQUIRED IN THE P-HOOK. FOLLOWING 135-CORNER
_ ._ ..ANCHOR LOCATIONS: -- .. ., ... ..- _- .._ _ - .. _ .. .- _ _- ._ _ A.-LYNN MILLER,P.E.. _.
FIGURE PERTAINS TO THE FOLLOWING POCKET JAMB NOTES: P.EA158706
HDOK)ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED
F' --- ON MINIMUM ALLOWED. ALUMINUM SLIDING GLASS DOOR NOA(LM) 1 10/05/15
IFS j �
2)DETAILS DEPICT ANCHOR QUANTITY ANCHOR LAYOUT A- J ROSOWSKI
la I AND SPACING,AND WOULD BE SIMILAR
FOR INSIDE AND OUTSIDE CORNER ® $
Head/Sill C 1 CONFIGURATIONS. CERT.OF AUTH.#29296
Head/SIII C4+1 1070 TECHNOLOGY DRIVE
Jamb 8 Jamb 8 3)SILL SHOWN,HEAD SIMILAR. N.VENICIE,FL 34275 4
P-hock 5 P h°Qk 4+4 (941)-480-1600 SGD-780 NTS 15 OF 18 al MD-780.0 9$ A
INSIDE 90' OUTSIDE 90' INSIDE90' OUTSIDE90' OUTSIDE135° INSIDE135'
ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE90' ASTRAGAL CORNER CORNER OUTSIDE 135' INSIDE 135- ASTRAGAL ASTRAGAL
SINGLE SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL BOX IN ASTRAGAL BOX OUT RECEIVER ASTRAGAL RECEIVER LOCKSTILE LOCKSTILE ASTRAGAL ASTRAGAL RECEIVER RECEIVER
PANEL INTERLOCK INTERLOCK INTERLOCK STILE W/HANDLE BOX IN W/HANDLE BOX OUT WI HANDLE WI HANDLE RECEIVER W/HANDLE W/HANDLE W/HANDLE RECEIVER RECEIVER W/HANDLE 'WI HANDLE
TYPES , our IN
SINGLE
INTERLOCK E F PP K L L TA TC TR TQ TV TW
UT
SINGLE
INTERLOCK B P A C C SA Sc lC SQ SV SW
IN (eoxw9 IeoXauD
DOUBLE 1 YR GR
INTERLOCK
FILE RR R Y S S FD FC FV FW
- teoxw/ tearou0
LOCKSTILE.HAN.. D M G ' �
J W J W
ASTRAGAL nI I
BOX IN V T PANEL NOTES:
LEFT Q INTERIOR RIGHT 1.SEE DP/ANCHOR TABLES 1-3.SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE.
ASTRAGAL Cie PANEL PANEL
BOX IN
W/HAN°LE gir w STILE �RIOR STILE 2.PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND
ARE NOT AVAILABLE.
.ASTRAGAL
BOX OUT T PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
tBoxam �Oouq APPLICABLE STILE/ASTRAGAL REQUIREMENTS. 3.MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60".
ASTRAGAL BOX OU LR WR
T
W/HANDLE �MXpM I wpm
INS.RECEI RAGAL A T AS
SILICONE
RECEIVER DF BY OTHERS REVISED
WI HANDLE _ wow.pl�iag wilb the Flotlda
OUTSIDE 90' CF 51 WASHER ^mw..� ! 2 -!o
ASTRAGAL
RECEIVER H 3-X 1"PH HOW E'er ales
3 TRACK SHOWN;
Ur.90'ASTRAGAL CT �� USE 2 SCREWSikrAr etCarei
RECEIVER
w/HpNpLE FOR 2-TRACK
INS 90'CORNE el FRAMES&
_. ._ LOCKsnLE RT - .Cl- - - 4 SCREWS FOR -
Wi HANDLE 4-TRACK FRAMES
OUT.90'CORNER ^T Q^ 50 LAG X 2"
LocKsnLE !`1G/ J LAGBOLT
WIIANDLE
OUTSIDE135' - VF PANEL CORNER DETAIL FRAME CORNER DETAIL
._ ASTRAGAL
RECEIVER SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN
INSIDE
ASTRAGGALAL WF
•
RECEIVER
OUTSIDE 135'AST. - I� ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
RECEIVER
VT
V
R -
W/ ND� PANEL TYPES J ROSOWSKI �• g 6
INSIDE 135'AST. t t
RECEIVER W/HANDLE ••'/AV•M,
Ws CERT.OF AUTH.#29296
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)-480-1600 SGD-780 NTS 16 OF 18 M D-780.0 A A.III MILLER,P.E. I
P.E.#58705
t
I.
r- 4.741 ��- 9.000 �I 1.18-4 1.084 239 306
1.0 506
0455.186 100 1.0
2.000 .074 1.938 1.938 :r Lf
.074 .040 � -717
�=�f .090 .090 3o INTERLOCK TRIM COVER 31 FRAME SCREW COVER
21 PANEL STILE ZZ TOPB 23OTTOM RAIL-41/2" TALL BOTTOM RAIL-9" .090
6.085
8.615 7 17,
.443 1.793 ,138 r' .293
2.380 I�- 2.380 �^- 1.938 r 140 11.144 �
1.9I47r-
1.081 i R 241 .125 STRIP
L 2.3+24 101 2.702 1.172
1- L 101 •075 O2-TRACK JAMB 3T CORNER BACKER PLATE zo SILL MOUNTING STRIP
.076
STILE INTERLOCK DOUBLE INTERLOCK SNAP RAIL O2-TRACK JAMB W/SCREEN i�- 1.045t 1.019,24 ADAPTER 25 ADAPTER 26 ADAPTER 27 ADAPTER O3 3-TRACK JAMB 1.9931:1 1.872 .050 -30r1342
1 } 2.781 •062 �+- .062
L L.I 1.300
125 420
O4 4-TRACK JAMB 1.616
125 1.801 •090 1.845 06 SCREEN SCREEN SCREEN
583 374 090 2.723 1D1 SCREEN
102 STILE 103 ASTRAGAL
1.793 3.063 �� � 2.442 � 2836 094� EXT SILL COVER
425
28 ASTRAGAL 29 INTERLOCK REINFORCEMENT 36 P-HOOK es "O"PANEL BRACKET rO94
5 77 W/SCREEN 2.026 1.4231.872
OBACKER PLATEOO2.424
A40 7.205 ►{ y L 1.521 .125 •062 -
90°CORNER 90°CORNER .696 4.966
1455 1.000 33 LOCKASTRAGAL ORECEIVERASTRAGAL 045� .307 .125 too SCREEN INTERLOCK
=,1 3s P-HOOK MOUNT •307 1.665 Imo- tg INT-EXT SILL COVER
11.144 O � I O ►RODUc f[tEvtgEp
1t 4-TRACK SINGLE HEAD .1.10 5.500 L3359 2471 .125 O ASTRAGAL '�'�`fl01�
Y3.34E9 Ampf.a N. /6-D U
.090 .090 .045 I { 6�93 1.618
1.405 1.49 2.099 062 •901 �1 D�6 CeueM��
926 135°CORNER 135 CORNER
8616 �- 6794 _ 35 LOCKASTRAGAL @RECEIVER ASTRAGAL is MID SILL COVER SCREEN
to
__ __ 40 3-TRACK SINGLE HEAD - 5 2-TRACK SILL TRACK ADDON
.090 L 090 r- .857 •782 •125 782 .290 - 1
.850 8. 50 .050 1.850 �.850 .040 -► .912
1.405 1.495 926 .045 .045 F .050 �"�� .050 -�
/16 - -1116"
7.443 EE-BED- 9 - -sf . 3_ OG7/16' A6EE 6 1O7/16" H 9/16"
SQUARE.BEAD- -
O9 2-TRACK SINGLE HEAD W/SCREEN O 3-TRACK SILL
090 090
�. 442 � ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 � �•'' -��
1.405 1.495 .926 .9165LI EXTRUSIONS J ROSOWSKI f, /I''
045 < _•: Ib
6.085 �! �1- 11.853 _I� pi
CERT.OF AUTH.#28296
O2-TRACK SINGLE HEAD 04-TRACK SILL ASSEMBLY 1070 TECHNOLOGY DRIVE
60 INTERIOR BEAD N.VENICE,FL 34275
NOTES.1)SEE SHEET 4 FOR SILL RISERS.ALL DIMENSIONS IN INCHES. (941)-480-1600 SGD-780jj� .25jj� 17 OF 18 c MD-780.0 �' A A.LYNN p.E.#MILLER,P.E.
56705
TABLE D: TABLE D,CONTINUED: TABLE D,CONTINUED:
# Part# Description Material Bill of Material Bill of Material
8134 2-Track Jamb 6053T57 r45
part# Description Material # Part# Description Material
2 8135 2-Track Jamb with Screen Rail 6063 T6 At 6TP2 Vinyl Bulb Weatherstrip @ Interlock Flex PVC 92 Varies a e d Cas Zinc
3 8133 3-Track Jamb 6063 T6 At 6TP247 Vinyl Bulb Weatherstrip @ P-hook Flex PVC 93 8185X Gemini Mortice Lock w/Long Trim Plate SS
4 8132 4-Track Jamb 6063 T6 At 16" .187"X.270"Weatherstrip 94 8184X Gemini Mortice Lock w/Pocket Trim Plate SS
5 8118 2-Track Sill 6063 T6 At 1673 .500"Door Seal 95 #1032 X 1"Ph.FH.MS Steel
6 8116 3-Track Sill 6063 TB Al 5/16"X2"Lagboit SS 96 #1032 U-Nut Steel
7 812E 2-Track SIII 6063 TS AI 8197 Lagbolt Washer SS 97 1"Mortice.Keeper,.135"Comer&.Straight SS
8 8128A 2-Track Head 6063 T6 AI 52 8153 Tandem Roller Assembly SS 98 8187X 3/4'Mortice Keeper,90^Comer SS
9 8128A 2 Track Head with Screen Rail 6063 T6 At' 53 6153 Tandem Roller Assembly@ Keeper SS
10 8124 3-Track Head 6063 T5 At Nylon 99 #10 X 1-1/2'Ph.PH.SMS
11 8121 4-Track Head 6063 T6 At #10'X 1-1/2"Ph.PH.SMS @ Roller SS 100 1032X1FPFX 1032 X 1"Ph.FH.MS SS
12 8140 Sill Riser-1-6/8" 6063 76 At 8052 Roller Ad).Hole Plug PVC 110 4317 Screen Top Rail 6063 T6 AI
9 Sill Riser-23/4' 6063 T6 At 8022 Interior Bead 6063 T5 At 111 4318 Screen Bottom Rag 6063 T6 At
13 613
14 8138SIII Riser-3-1/2" 6083 76 At 61 8150 7/16"OG Bead 6063 75 AI 112 4319 Screen Side RatULockstile 6063 T6 All
15 8137 Sill Riser-4-1/2" 6063 T6 At 62 8145 9/16'OG Bead 6063 T5 AI 113 8152 Screen Interlock Adapter 6D63 76 At
16 8182 Sill Riser-5.1/4" 6063 T6 AI 63 8146 1-1/16"OG Bead 6063 T5 AI 114 43" Screen Astragal 6D83 T6 At
17 8119A Ext.Sill Cover with Screen Rail 6063 T6 At 64 8150 7/16'Square Bead 6063 T5 AI 115 7SRAZ Roller Nylon
Ext. 65 8148 9/16"Square Bead R-53 75 Al 116 7SRAX Roller SS
18 8117 Int-Ext.Sill Cover 6063 T6 At Cover 6063 T6 AI 66 8149 1-1116"Square Bead 6063 T5 AI 117 1/4"X 1"MS @ T Rail SS
19 8115 Mid-Sill Sill Mounting Strip/Anchor Plate 6063 T6 At 67 6TP247 Vinyl Glazing Bulb 118 1/4"X 1-1/2'MS @ Bottom Rail SS
20 8115 83 Panel Stile 6063 T6 At 68 1643 Foam-filled Glazing Bulb(7/16'glazing only) 119 Screen Lockset Steel
21 8
22 801 2 TopBottom Rail 6063 T6 At 69 Dow 899,995 or Instantglaze Glazing Silicone Silicone 120 653 Screen Lock Keeper Steel
23 8013C 9"Tall Bottom Rail 6063 T6 At 70 1725 - Setting Block,1/2'X4'X 1/16°,85+/-5 duro. EPDM 121 1179 010 X3/4"Ph.PH.SMS @Keeper SS
24 8104 Stile Adaptor 6063 T6 At 71 1726 Setting Block,1"X4'X 1/16"(IG),85+/-5 Toro. EPDM 122 1793 .270"X.150'Weatherstrip
25 8104 Interlock Adaptor(Single) 6063 T6 At 80 710X34PPSDAX1#6
#10 X314"Ph.PH.SMS @ P-hook SS 123 1692 Screen Spline-.165" Vinyl
25 8101 Interlock Adaptor(Double) 6063 T6 At 82 710X58PPTX #8 X 5/8°Ph.PH.SMS @ Interlock SS 124 Screen Cloth Fiberglass
27 8101 Top Snap Rail Adaptor 6063 T6 At 63 71OX115PPX #10 X 1-11T Ph.PH.SMS @ Astragal SS
28 8105 Astragal Backup Plate 6D63 T6 At 84 1087 #8 X 1"PH-Quad.SMS @Main frame SS
85 72087K Jamb Bumper PROObtr REVISM
29 8192 Interlock Reinforcement 6105 T5 At 88 78X38PPAX X.375"Ph.PH.SMS SS
30 820E Interlock Screw Cover with Tslot 6063 TB At 87 4385 4 Hole Bumper Stop b3wt�ieRlwtlb 16r ibrld�
31 8136 Frame Screw Cover 6083 T8 At 88 78X38PP7X #8 X 3/8°Ph.PH.SMS Steel A-qp"a N.
32 6107C Astragal 6063 76 At E.pinrrr.e Air v Z
69 8193 'O"Panel Bracket-12"long
33 8110 90°Comer Lock Astragal 6063 TS At 1
#10 X
34 8111 90"Corner Astragal Receiver 6063 T6 At
3/4"Ph.PH.SMS @ Fixed"O'Bracket to Stile SS
35 8204 135'Comer Astragal 6063 T6 At 91 #8 X 3/4"Ph.FH.SMS @Fixed"O"Bracket to Frame SS r A n �C�r
36 8205 1351 Passive Comer Mount 6063 T6 At
37 8112 90"Comer Astragal Backup Plate 6063 T6 At
- -- - 36 8108 Packet Door P-Hook - 6063 T6 AI ------- ---- ---—...- -- -------- ----- - -- -- -
39 8109 Pocket Door P-Hook Mount. 6063 T6 At
40 8141 Screen Frame Add-on(Sill) 6063 T6 At
41 8142A Screen Frame Add-on(Head) 6063 T6 At
42 8143A Screen Track Addon 6063 T6 At
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
PARTS LIST11
S J ROSOWSKI
41 111
NOTES: CERT.OF AUTH.#29296 m m •-'
1)ITEMS#43,48.49,56-59,76.79,61&101-109 ARE NOT 107E TECHNOLOGY DRIVE $ ,
USED AND ARE NOT PART OF THIS APPROVAL N.VE 480-4ICE FL 34275 A.LYNN MILLER,P.E.
(941)480-1600 SGD-780 NTS 18 OF 18 MD-780.0 �i Al REA58705