HomeMy WebLinkAboutProduct Approval (2) M IAM!•�Ai�E R E C E I V E giIAbII-DARE COUNTY
`� �`'' Q .f � pRODUCT CONTROL SECTION
{' 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEP'T'ANCE (NOA) www.miaTnidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,TL 34275p �. �,"�n W
SCOPE: I L E 3,1c ..
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(AM.
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/900& 1351 corner(Reinf/Non-Reinf)—L.M.I.
APPROVAL DOCUMENT: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., 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.l: thru 3,not to exceed 462.11 ft'.The inside/outside 900& 1350
corner units are limited to straight panel each comer 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 comers. 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 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.
CMIAMRADE COWM=1 NOA No. 16-0629.10
Expiration Date: August 02,2017
Approval Date:August 11,2016
�[�lb Page
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. 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 203-94
6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
Along with marked—up drawings and installation diagram of Aluminum SGD w/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 and sealed by Idalmis
Ortega,P.E. (Addendum letter dated Jan 18,2016,issued by Fenestration Testing Lab)
Along with marked—up drawings and installation diagram of Aluminum SGD,prepared by
Architectural Testing,Inc.,Test Report No.ATI-8124.01-401-18 R, dated 11/13/2008, signed and
sealed by Joseph A.Reed, P.E. (submitted under files#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)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 (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/ASTM1r1300-02,04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources R).
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.10
Expiration Date: August 02,2017
Approval Date: August 11,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.1.1 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. 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.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5'edition)and 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)
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.
G. OTHER
1. This NOA revises NOA 915-0903.09, 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 SGD &Bi-fold doors referenced to FBC 2014(5`"edition).
Is aq I.Chanda,P.E.
Product Control Examiner
NOA No. 16-0629.10
Expiration Date: August 02,2017
Approval Date: August 11,2016
E-2
BLE A:
SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR TA 'MIN.OF3
Group Anchor Substrate Frame Member Min.Edge Mtn. THREADS BEYOND
INCLUDING POCKETS & 900/1350 CORNERS Distance Embedment THE METAL
Concrete(min.2.85 ksl) Head/SiIVJamb/P-hook 2-1/2" 1-318" SUBSTRATE.METAL
GENERAL NOTES A 114°Elco Ultracon Ungrouted CMU,(ASTM G90) Jamb/P-hook 2-112" 1.1/4" SUBSTRATE TO
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEET 11. Concrete(min.3.35 ksl) Head/Sill/Jamb/P-hook 1" 1-/4" MEET MIN.
2)DESIGN PRESSURES: 1/4'Elco 410 S.S. STRENGTH AND
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. a CreteFlex P.T.Southam Pine TM C-55) Head amb/a hook ook 1° 1-318" THICKNESS
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. Ungrouted CMU,(ASTM G90) Jamb/P-hook 1�/4" 1-1/4" REQUIREMENTS
3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 ksl) Head/SIIVJamb/P-hook 1" 1-3/8" PER CURRENT
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 114"Elco Ultracon Jamb 1' 1-1/4" 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" 1-1/4" REVIEWED BY THE
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. C P.T.Southern Pine(SG=0.55) Head/SIIVJambiP-hook 9116" 1-318" AUTHORITY HAVING
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH #12,steel SMS(G5) AluminumHead/SIIVJamb 3/8" 0.0713" JURISDICTION.
NARROW JOINT SEALANT. or 410 S.S.SMS, ,6083-T5' P-hook 3/8° 0.125'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSIiAF&PA NDS FOR (min.11 threads/in) Steel,A36' Head/Slli/Jamb/P-hook 318" 0.060" FOR STEEL STUDS,
MIN.FU=45 KSI&
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL.
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE Steel Stud,A653 Gr.33' Head/SIIVJamb/P-hook 318" 0.056" MIN.FY=33 KSI.
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Concrete(min.2.22 ksl) Head/Sill/Jamb/P-hook 1-1/2" 1-3/8"
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE 1/4"Elco 18.8 S.S. Ungrouted CMU,(ASTM C-90) Jamb/P-hook 2" 1-1/4" "UNGROUTED CMU"
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. D A re-Gator VALUES MAY BE
9)APPLICABLE TEST REPORTS:FTL-5254,5273,5618,5619,8322,8374&ATI-81241.01-401-18. 99 Grouted CMU(ASTM G90,min.2 ksl grout) Jamb/P-hook 2" 2" USED FOR
P.T.Southam Pine(SG 0.55) Head/Sill/Jamb/P-hook 1° 1.3/8" GROUTED CMU
TABLE B:SEE DETAILS ON SHEET 11 APPLICATIONS.
GlassType Description(Listed from Exterior to Interior) Toble Sheat
Type # #
1 7/16'Laminated:(1)Lite of 3/16'ANN Glass and(1)Lite of 3/16"HS Glass with.090"PVB Interlayer 2 7 IMPACT RATING
2 9/16"Laminated:(1)Lite of 1/4"ANN Glass and(1)Lite of 1/4"HS Glass with.090"PVB Interlayer 2 7 RATED FOR LARGE&SMALL
3 1-1/16"Laminated I.G.:3/16"T Exterior Cap+7/18"Air Space+7116'Laminated consisting of(1)Lite of 3116'ANN Glass and(1)Ute of 3/16'HS Glass with.090"PVB Interlayer .2 7.. MISSILE IMPACT RESISTANCE
4 1-1116'Laminated I.O.:1/4"T Exterior Cap+318'Alr Space+7/18"Laminated consisting of(1)Ute of 3/18"ANN Glass and(1)Ute of 3/16"HS Glass with.090"PVB Intedayer 2 7
ED
6 7/16'Laminated:(1)Lite of 3/16"ANN Glass and 1 Lite of 3116"HS Glass with.090°SG Intedayer DESIGN PRESSURE RATING MtObuC C8 Wjtb(ke
() Y 1 7 wPM.e wkk,ke Florida
8 9/16'Laminated:(1)Lite of 1/4°ANN Glass and(1)Lite of 114"HS Glass with.090"SG Intedayer 1 7 SEE TABLES 1-3&C1-C2 6 sate N
7 7/16'Laminated:(2)Liles of 3/16"HS Glass with.090"SG Interlayer ON SHEETS 7$8 Aoepptwre N.Ib-D629.!O
3 B Eagkmlc.D.rc/1 U4 oz,ZO17
8 9116'Laminated:(2)Lites of 114"HS Glass with.090'SG Intedayer 3 8
9 1-1/16"Laminated I.O.:3116"T Exterior Cap+7/10°Air Space+7/16"Laminated consisting of(1)Lite of 3/10'ANN Glass and(1)Lite of 3/16"HS Glass with.090"SG Intedayer 1 7 > 7Mf Anit1�1'nO.dCerrhW
10 1-1/16'Laminated I.G.:1/4'T Exterior Cap+3/8" r Space+7/16'Laminated consisting of(1)Liteof 3/16"ANN Glass and(1)Lite of 3/18"HS Glass with.090°SG Interlayer 1 7 GENERAL NOTES.............1
Al
11 1.1/18'Laminated I.G.:3/16'T Exterior Cap+7/16'Air Space+7/16"laminated consisting of(2)Lites of 3116"HS Glass with.090"SG Intedayer 3 8 EXAMPLE CONFIGS..........2
INSTALL DETAILS..............3.6
12 1-1/16"Laminated I.G.:114"T Exterior Cap+3/8"Atr Space+7/16'Laminated consisting of(2)Lites of 3/16"HS Glass with.090"SG Intedayer 3 8 DP/ANCHOR TABLES........7-8
EXAMPLES.........................9-10
ANCHOR NOTES STANDARDS USED: GLAZING DETAILS............11
FLORIDA BUILDING CODE(FBC),6TH EDITION[2014 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ASTM E1300-09 ANCHOR LOCATIONS.......12-15
ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION PANELTYPES...................16
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ALUMINUM DESIGN MANUAL,ADM•2010 EXTRUSIONS.....................173)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF AISI-St00-07152-2010 PARTS LIST........................18 ` V L'(Niv M
UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR
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,56705 r
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 •0', ( LX
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES & J ROSOWSKI I L11
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, < < = O,'•,
ST TE Of- .4.1
® ADDED SPACERS TO SHEET 11.-JR05/15/16 '••FLORIOn, '�
NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE CERT.OF RUTH.#29296 it���' G
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. 1070 TECHNOLOGY DRIVE
IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD N.VENICE,FL 34275
SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-780 NTS 1 OF 18 MD-780.0 J A A.LYNN MILLER,P.E.
P.E.#59705
MAX.UNIT WIDTH MAX.UNIT WIDTH MAX,UNIT WIDTH
MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH a NOM.PANEL WIDTH
PER TABLES J PER TABLES 1-3 ° sY__" PER TABLES 1-3 _J PER TABLES 13
I
12
I IT I� MAX.UNIT I MAX.UNIT
MAX..UNs
MAX.UNIT i� HEIGHT i HEIGHT
HEIGHT I' HEIGHTPER
PER TABLES 1-3 /' i PER TABLES 1-3 i0 PER TABLES 1.3poc�r i TABLE513 I
Porp*T
sY J
-PANEL 2-PANEL Y 3-PANEL CONFIGURATIONS — r 4-PANEL CONFIGURATIONS r
1
CONFIGURATIONS CONFIGURATIONS °
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1-3
PER TABLES 1-3 ` 1PER TABLES 1-3F_
sr--�
MAX.UNIT
jo s I HEIGHT 8 NOTE
MAX.UNIT I� MAX.UNIT I� PER S40.
HEIGHT 3 I' HEIGHT 3 I^ sHEEr.
I�' TABLES 1-3
PER TABLES 1-3 / / / / / i z PER TABLES 1-3 / / / /
POCKET
sr--' r--
5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER,TYP.
4 CORNER SHOWN,INSIDE CORNER
ER COSW.MR
MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUi rRFVisen
As n N.e Web ue R d&
NOM.PANEL WIDTH NOM.PANEL WIDTH Lvoffi-g Cd,
AA-Wo NN. 6i d6�.lo
PER TABLES 1-3 1r__� PER TABLES I-3 1E�rtrWanot--c"fe�17
0
I �—
3 13it
MAX.UNIT 3 3 D �� MAX.UNIT 7 IN P��e�dPUI
HEIGHT a ' HEIGHT 3 3 s I'
PER TABLES 1-3 / Pover i PER S 1 3 / z
POCKET I
7-PANEL CONFIGURATIONS J 8-PANEL CONFIGURATIONS �r J
CONFIGURATIONS NOTES: ")C'=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-7.875"
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0"=INOPERABLE PANEL DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47"
„
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN P„ DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29"
=POCKET
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25"
POCKET CONFIGURATION CAN BE OXXXp.
2)90"8135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA(LM) A 10/05/15
3 POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND CONFIGURATIONS m` J ROSOWSKI
6 (b
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® a a
,—DETAIL LETTER CERT.OF ALITH.#292 96
4)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
x® 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 A.LYNN MILLER,P.E.
5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=462.11 FT' �—SHEET NUMBER (941)-480-1600 SGD-780 NTS 2 OF 18 MD-780.0 e A P,E.#58705
OPT.1X OR 2X WOOD BUCKSTRIP, METAL TYP.,SEE ANCHOR
SEE ANCHOR NOTE 3,SHEET 1 DETAIL A1., DETAIL B1 DETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3
CONCRETE/CMU PER THRU 1X WOOD asmacaL INTERLOCK INTO METAL THREADS BEYOND THE
ANCHOR REQUIREMENT INTO MASONRY FACING Exr. METAL SUBSTRATE
FRAME WIDTH
NOM.PANEL WIDTH
TYP.ANCHOR TYPE, 1 91
"PANEL BRACKET
EMBEDMENTAND a :'.' z1 12"FIXED@TOP AND BOTTOMss I EDGE
EDGE DISTANCE PER DISTANCE
SUBSTRATE,SEE ,•. '.. 31 28 ;
TABLE A,SHEET 1& ;: --_
NOTE 3,BELOW DAYLIGHT
OPENING I 6- L_1-1/2"FROM
48 I
WIDTH i s3 Bo so \ EACH END
EMBEDMENTI
e I b2 30 EXTERIOR
V
31
EDGE DISTANCE z6
. ., EDGE
EXTERIOR i z6 I 21 SEE TABLE 3 FOR 1/4"MAX --A-4DISTANCE
1-1/4"MAX. --� Imo-- I 3z zs REINFORCEMENT
I EXTERIOR i REQUIREMENTS EMBEDMENT
TYP.ANCHOR TYPE,
DEoTAIL A2 HORIZONTAL SECTION(XXO SHO WN)�'���2X WOOD ` ` EMBEDMENT
INTSTANCE PER
DETAIL B2 SUBSTRATE,SEE TABLE A,
2X WOOD EMBEDMENT DETAIL C2 DETAIL D2
ASTRAGAL SHEET 1&NOTE 3,BELOW
BUCKSTRIP OR 1/4"MAX INTERLOCK INTO MASONRY FACING INT.
-----
FRAMING,SEE DAYLIGHT ----- ------T
ANCHOR NOTE 3, OPENING 21 —� -� 4 i q+ouucr sevIsep
SHEETI I WIDTH 44 Y8 IFOR
i INTERIOR i 6rRP�R w7th tke Floridt
SEE TABEDGE DISTANCE I I AcaYneacc ho Cbz
TYP.ANCHOR TYPE, 29 REINFOi CA bot
EMBEDMENT AND REQUIRI 1 4 �SC1 U
tf ✓On�r /ed�rtc�
EDGE DISTANCE PER 3 f. TYP.ANCHOR TYPE, I `'
SUBSTRATE,SEE EMBEDMENT AND i I
TABLE A,SHEET 1& w EDGE DISTANCE
NOTE 3,BELOW 63 30 PER SUBSTRATE, I I
62 SEE TABLE A,SHEET I
31 67 1&NOTE 3,BELOWEDGE 61 OR ez EMBEDMENT L________________
ASTRAGAL MAY BE
DISTANCE EXTERIOR
2 ,a CONCRETE/CMU INSTALLED IN EITHER
12a 123 113 � PER ANCHOR INTERIOR OR EXTERIOR
112 REQUIREMENT DIRECTION.ALL PARTS
121 122 119 1/4" IDENTICAL.
120 HORIZONTAL SECTION(XO SHOWN)
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
NOTES INSTALLATION,HORIZONTAL X-SECT.jm J ROSOWSKI 6 (b
1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. < a
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.#2szs6
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 i MD-780.0 $ A A.LYNN MILLER,P.E.
(DLO) P.E.#58705
DETAIL E1
INTO MASONRY DETAIL E2 DETAIL E3 DETAIL E4 DADE APPROVED MULLION,FBC
CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANT ALUMINUM/STEEL FRAMING
1x eucicsrwP INrowooD OR FRAMING,SEE INTO MASONRY gNCHOR REQUIREMENT INTO METAL
ANCHOR REQUIREMENT OR STEEL STUD.SEE SUBSTRATE
ANCHOR NOTE 3, a.,., PROPERTIES,TABLE A,SHEET 1
EDGE SHEET EDGE
DISTANCE P' DISTANCE
4. EDGE DISTANCE
EMBEDMENT +'
r EMBEDMENT EMBEDMENT
1
EMBEDMENT
LF
1/4"1/4"MAX. MAX. 1/4"MAX.
AX. 1!4"MAX.
TYP.ANCHOR 1X OR 2X 1r7r
10 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 EDGE27 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 L—ACONFIGURATIONS.
.078 2)REFER TO ANCHOR NOTES,SHEET 1.
DAYLIGHT .062 —113 3)SEE SHEETS 12-13 FOR ANCHOR
81OOR 62 OPENING HEIGHT PANEL --j '713 SILL RISER LOCATION&SPACING,FOR ANCHOR
QUANTITIES,
HEIGHT VARIES WITH FOR
4DAYLIGHT OPENING(DLO)
FRAME
REQUIRED FORMULAS,SEE SHEET 2.
70 HEIGHT 3.630 I4.409 POSITIVE
DESIGN
PRESSURE,
SEE SHEETS
EXTERIOR 7-8. a aPAODUCf REVISED
(� 60 nplyisil wlah Ibc Florida
v— SILL RISER SILL RISER
Acrep�ae No 1 L—OL29./Q
15 (4-1/2"TOTAL IS(5-1/4"TOTAL of az -1
OPT.TALL
23SILL HEIGHT) SILL HEIGHT)
eoT.RAIL 22 062
Tt a{a*Pro can
12a
62 OR 53 .062 •713
GROUT AS 13 .713 —r•1 r— .713
NEEDED, 062 —�
SEE 19
ANCHOR 27 123 12 #12 SHOWN 1.878 2.828
NOTE 5, 115 0 116 #13 18 ALSO APPLY 780 i
SHEET 1 18 a6 111 �
o SILL RISER' SILL RISER SILL RISER
1 S!8"=TOTAL I
5 17 SILL HEIGHT 12 (1-5/8"TOTAL 13 (2-3/4"TOTAL 14 (3-1/2'TOTAL
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
1l4"MAX. EDGE
_ STANCE —1/4"
DIMAX'
EDGEALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
DISTANCE YP,ANCHOR TYPE, EMBEDMENT TYP.ANCHOR TYPE,
EMBEDMENT EMBEDMENT AND 2X WOOD EMBEDMENT AND INSTALLATION,VERTICAL XSECT. m` J ROSOWSKI
EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER ® a < t
CONCRETE/CMU SUBSTRATE,SEE FRAMING,SEE SUBSTRATE,SEE
PER ANCHOR DETAIL F1 TABLE A,SHEET 1& ANCHOR NOTE 3, DETAIL F21 TABLE A,SHEET 1& CERT.OFAUTH.#28298 m m
REQUIREMENT I INTO MASONRY I NOTE 3,BELOW SHEET 1 IINTO WOOD INUIE3,13ELOW 1070 TECHNOLOGY DRIVE
VERTICAL SECTION VERTICAL SECTION (N.
9 VENICE,FL 34275
(941)480-1600 SGD-780 NTS 4 OF 18 $ MD-780.0 A A LYPN.N MILLER E.#68705 P E
DETAIL G1 INTERIOR 47 34 48
INSIDE CORNER 5
48 DETAIL H2
36 17-1/2" INTERIOR 90•
5 21 46 INTERIOR 83 MAX.O.C. OUTSIDE CORNER
97
EXTERIOR
190 19"MAX.O.C. ' a
35 21 90" Q
92 INTERIOR
21
EXTEnR�IOR
V 90" 37
DETAIL H1 1
90°
EXTERIOR INSIDE CORNER
v 135" EXTERIOR INTERIOR 46
a a �
EXTERIOR 94
98
8317-1/2" PRODUCTRF.VISED
MAX.O.C. m conplTi.8 wilt)Ike norida
boding("oda
Aeaplaoce No 6Z •/Q
EarkalW Dole 2 7
1
. lsc, X14
135° Q
INTERIOR
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
N-R 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,
DEPENDING ON CONFIGURATION.
21 -
DETAIL G2 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05115
135• CORNER ASTRAGAL HORIZ.XSECT. m J ROSOWSKI
OUTSIDE CORNER 36
19"MAX.O.C.100 EXTERIOR 03 CERT.OF AUTH.#29296 m�
5 1070 TECHNOLOGY DRIVE
92 N.VENICE,FL 34275
(941)-480-1600 Jill SGD-780 $ NTS 111 5 OF 18 MD-780.0 z A A.LYNN MILLER,P.E.
P.E.q 58705
OPTIONAL NON-
STRUCTURAL
ANCHORS FOR .6 DETAIL 11 EDGE CONCRETE/CMU
INTERIOR Q INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT PER ANCHOR
POCKET JAMB INTERIOR AND EDGE DISTANCE PER DISTANCE REQUIREMENT
12
7.
EXTERIOR SUBSTRATE,SEE TABLE A,
a SHEET 1&NOTE 3,BELOW EMBEDMENT
e2 "
INTERIOR POCKETS MUST 3o st
INCLUDE A NON-STRUCTURAL, L' ae .e. i; , .
IE
FRAME JAMB TO PREVENT r 1/4"MAX. ao SEE NOTE 4,BELOW !. EDGE DISTANCE
WATER INFILTRATION. 1L EXTERIOR EMBEDMENT ; ' :t
POCKET BY OTHERS,SEE ENIB�DMENT:.! .,:', EDGE
DISTANCE 114"MAX. so SEE NOTE 4,BELOW
NOTE 6 BELOW. 39
TYP.ANCHOR TYPE, l ExTERIOR
EMBEDMENT AND EDGE EMBEDMENT DETAIL 12
DISTANCE PER SUBSTRATE,
INTO MASONRY
SEE TABLE A,SHEET 1& EXTERIOR
NOTE 3,BELOW � PER ANCHOR EXTERIOR EXTERIOR POCKET
EDGE PER ANCHOR
DISTANCE —~ REQUIREMENT
METAL TVP.,SEE ANCHOR NOTE INTERIOR POCKET 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 SHEET 1&NOTE 3,BELOW PRODUGf REVISED
Q fd OmPlYing wilh the nG"
DETAIL 13 EMBEDMENT EEMBEDMENT bwwipt.mee°
yen L L24/o
n•
E,pkvdit am j
INTO METAL --o✓3.�Q3v.�.1
EMBEDMENT EDGE DISTANCE
EDGE DISTANCE EDGE
DISTANCE 1/4" eo EE NOTE 4,BELOW
MAX.
EMBEDMENT DETAIL 14 3a
MAX. so SEE NOTE 4,BELOW EXTERIOR
1/4"
. INTO 2X WOOD (45
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE EXTERIOR
DISTANCE PER SUBSTRATE, EXTERIOR POCKET
SEE TABLE A,SHEET 1&
NOTE 3,BELOW EXTERIOR POCKET
9, 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. < <
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 RUTH.N28296
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
SGD-780 NTS 6 OF 18 MD-780.0 i A A.LYNN MILLER,P.E.
OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)480-1600 P.E.058705
TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations an shoot2) REQUIRED TO ACHIEVE THE DESIGN
For comer astragal anchorage an 901&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 5,6,9&10 containing 80" 84• 96• 108" 120"
ANN-HS SG Laminated Glazing. 77-314"Panel Height•• 81314"Panel Height•• 933/4"Panel Height" 105-314"Panel Height' 117-314•Panel Height•• ANCHOR LIMITATIONS. TABLE 1 OR 2 AND TABLE C1
Reinforcement(part#29)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. A e C D A e C D A B C D A B C D A 13 C D QUANTITIES.ADDITIONALLY,THE LIMITED(+)DP.
Design Pressure +80/-80 psf +801-8o psf +80/-sopsf +60/-70psf +60/-70psr MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-5l8"SILL RISER,#12,MAY
28.1/8° Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C6+1 C4+1 C4+1 HEIGHT MUST ALSO BE CONSIDERED,
36• DLO ONLY BE USED WHERE WATER
Width Jamb 6 8 6 6 8 8 8 8 e 8 8 e B a 8 8 70 10 10 10 SEE TABLE C1,THIS SHEET. INFILTRATION RESISTANCE IS
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+a 4+4 4+4 4+4 4+4 q+4 5+6 5+5 5+5 6+5 5}5 5+5 5*6 5+5 TOTAL#OF ANCHORS CLUSTERED NOT REQUIRED OR OVERHANG IS
Design Pressure +601-80 psf +60/-80psf +80/-80 psf +60/-70 psf +60/-70psf THROUGH THE HEAD&SILL AT EACH PER FIG 1.IF SO,+DP'S SHOWN IN
34.1/8" Head/sill C4+t C4+2 C4+2 C4+1 CA+t C4+2 C4+2 C4+1 C4+1 C4+2 C8+2 C4+1 C4+1 CB+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 lamb 6 6 6 8 8 e e 8 B 8 6 10 e 8 8 10 70 10 10 10 4 ANCHORS REQUIRED AT PANEL
Width MEETING POINT AND 1 ANCHOR 3)SEE SILL RISER TYPES ON
v P-hook 4+4 4+q q+4 4+4 4+4 4+4 q+a 4+4 q+4 4+4 a+4 4+q 6+5 5+5 5+6 5+5_-51+5 6*6 5+5 5+6
� Design Pressure +60/-8o psf +80/-Bo psi +801-Wpsf +601-70psf +60/-7o psi REQUIRED AT MIDSPAN OF PANEL). SHEET 4.
m 40.1/8° Head/Sill C4+1 C4+2 C4+2 C4+2 C4+1 C4+2 C4+2 C4+2 C4+1 C6+2 CS+2 C4+2 C4+1 C6+2 Ca+2 C4+2 C4+1 C6+2 C6+2 C6+2 TOTAL#OF ANCHORS
0 48° DLO Jamb e e e e 8 8 8 8 8 a 8 10 e e 8 10 to 10 10 12 THROUGH THE JAMB. 4)DETAILS APPLY TO 2,3 AND 4
Width TRACK CONFIGURATIONS.
>9 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4*4 4+4 4+q 4+4 5+b 6+6 5+5 6+5 6+5 1 5+6 1 6+5 5+6 THE#OF ANCHORS THROUGH THE
Z DeslgnPreasure +60/-80psf +80/-80 psf +80/-sopsf P-HOOK INSTALLED FROM THE 6)REFER TO ANCHOR NOTES,
46.118• Head/SIII C4+2 C4+2 C4+2 G1+2 C4+2 C4+2 ce+2 C4+2 C4+2 ce+2 C8+2 C4+2 INTERIOR+THE#OF ANCHORS SHEET 1.
64• DLO e 8 6 e e 8 8 a 8 e e 10 INSTALLED FROM THE EXTERIOR.
Width Jamb
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 A SEE SHEETS 12-15 FOR
Design Pressure +60/-8o psf +801-80psf +75.21.76.2psf• Not available in these sizes USED IN EXAMPLE 2,SHEET 10 ANCHOR LOCATION&SPACING
Head/5111 C4+2
52-1/8° C4+3 C4+3 C4+2 C4+2 C6+3 Ca+3 C4+2 C4+2 Ca+3 C8+3 Ca+2
0
60" DLO
Width Jamb 8 6 1 8 1 8 I B 11 B I a 10 6 8 8 12
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
•+/-80.0 PSF FOR GLASS TYPES 6,9&10. "SEE FORMULAS BELOW
TABLE 2: TABLE Cl: FIG 1: Psouut r REVISED
Design Pressure(DP)and Anchor Quantities Required, Water-LimitedmeoloplYins whb the Florida
(for all approved configurations on sheet 2) (+)Design Pressure OH LENGTH b.rding Cede
For comer astragal anchorage on 90°&135°comer units,see sheets 14&15 Amybsce No 16_oL z�,•10
Door DUnit Height SIII Total SIII Max.(+)DP Eapirstle.as te t-T
Table applies to Glass Types 1-4, 96• Riser Height Allowed U,
containg ANN-HS PVB 6fiAif DtcM "Cee>$oF
Laminated Glazing. 77,14"Panel Height•• 93314"Panel Haight• 12 15/8" See Note 2 =
Reinforcement(part#29)is not Anchor Group Anchor Group 13 2.3/4" +50.0 psf =
required In the Extedor Intedock. A g C 1 D A B I C D 14 3-1/2" +73.3 ps( O
DeslgnPmssure +651-65psf +65/-65psf 15 4-1/2" +80.0 psf
Head/Sill =776
C4+1 C4+1 C4+1 04+1 C4+1
36" DLo Jamb e e 6 8 6 16 5-114" +80.0 psf DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG
t Width (OH)LENGTH IS EQUAL TO OR GREATER THAN THE
a P-hook 4+4 4+4 4+4 4+4 4+4
3 Design Pressure +65/65 psf +65/-85 psf OVERHANG HEIGHT IS EXEMPTED FROM WATER
34-1/a° Head/SIII C4+1 C4+1 CA+1 Ca+1 CA+1 C4+1 C4+1 C4+1 INFILTRATION RESISTANCE.
m 42• DLO
o. Width Jamb 8 8 a 6 8 8 8 8
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 .-.:r
E Design Pressure +65/-65psr +65/-65psf
z 40.1/6" Head/SIII C4+1 C4+2 C4+2 C4+2 04+1 C4+2 C4+2 C4+2
48• DLo e 6 s e 8 6 e s ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05!15
Width Jamb
P-hook 4+a a+a 4+4 a+a 4+4 a+a q+a a+a DP&ANCHOR QUANTITY TABLE J ROSOWSKI & (6
"SEE FORMULAS BELOW, c <
DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OP AUTH.#z92e6
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 It
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" (941)-480-1600 SGD-780 NTS j 7 OF 18 0 MD-780.0 k A A.LVP E irL�L705'P.E.
TABLE 3: ANCHORAGE TYPE PER SUBSTRATE
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN
For comer astragal anchorage on 90"&135°comer units,see shoats 14&15 PRESSURE,USING THE ANCHOR
Door unit Height QUANTIES LISTED BELOW.SEE
Table applies to TABLE A,SHEET 1 FOR COMPLETE
Glass Types 7,8,11&12 containing 80" 84" 96" 108" 120" 132" 144" ANCHOR LIMITATIONS.
HS-HS SG laminated glazing. 77314"Panel Height" 81.314"Panel Helg " 93-314"Panel He ht'• 105314"Panel Height'- 117-314"Penal Height'- 129314'Pane elgt•• 141-314"PanelHeight-
Reinforcement(ped#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 1 B 1 C D A 1 e 1 C 1 D A B C1 D _A_T e 1 C I D A I B I C I D A I B I C I D A I B 1 C 1D QUANTITIES.ADDITIONALLY,THE
Design Pressure +105/-115 psf +105/-115psf +105/-115 psf +105/-115psf +105/•115 psf +104/-104 psf +82.7/•94 psi MAXIMUM POSITIVE DP DUE TO THE SILL
22-118" HeadISlll C4+1 C4+1 1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 04+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 06+1 C6+1 06+1 HEIGHT MUST ALSO BE CONSIDERED,
30" DLO Jamb 6 6 6 8 e 8 8 8 B e a 10 6 8 8 12 10 10 10 12 10 10 10 12 12 12 12 12 SEE TABLE C2,THIS SHEET.
wlatn
P•hook 4+4 4+4 4+4 4+4 4+4 1 4+4 4+4 4+4 4+4 4+4 4+4 4+4 6+5 5+5 5+5 6+5 5+6 1 5+5 6+6 5+6 6+6 6+6 6+6 6+6 6+6 1 6+6 1 6+6 6+6 TOTAL#OF ANCHORS CLUSTERED
Design Pressure +105/-116ps1 +105/-115ps/ +105/-115ps1 +105/-115 psf +105/-116ps/ +101.6/-fil.2ps/ +77,9/85.3ps/ THROUGH THE HEAD&SILL AT EACH
28-116" Head/Sill C4+1 C6+2 C6+2 C4+1 C4+1 C6+2 C6+2 C4+1 C4+1 C6+2 CS+2 C6+1 C4=C8+2 C6+1 CB+2 Ce+2 06+1 C6+1 C8+2 C8+2 C8+1 C6+1 GB+1 C8+1 C6+1 PANEL MEETING POINT.(EX;FOR C6+1,
36" DLC Jemb 6 6 8 10 8 8 B 10 8 8 t0 12 8 10 10 12 14 to to 12 16 12 12 12 14 6 ANCHORS REQUIRED AT PANEL
Wldlh MEETING POINT AND 1 ANCHOR
P-hook 4+4 4+4 4+q 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+ 6+6 6+5 6+6 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 REQUIRED AT MIDSPAN OF PANEL).
Design Pressure +105/-115ps! +105/-115psf +105/-115Psf +105/-115psf +105/-115ps/ +88/-96.4ps/ +67.3/-73.8psf TOTAL#OF ANCHORS
34.118" HeedISl1 C4+2 C6+2 C6+2 04+2 C4+2 C6+2 C6+2 C6+2 C4+2 C6+2 C6+2 06+2 C6+2108+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C6+1 C8+2 CB+2 CB+2 C6+1 C6+2 C8+2 C6+1
THROUGH THE JAMB.
42' DLC
Width Jemb 6 1 6 1 8 1 10 8 I B 1 8 10 8 e 10 12 8 8 12 14 10 10 12 16 10 10 12 16 12 12 12 14 THE#OF ANCHORS THROUGH THE
P-hook 4+4 1 4+4 1 4+4 1 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+6 5+6 6+5 5+5 1 5+5 5+6 1 6+5 6+6 6+6 6+6 6+6 6+6 6+6 1 6+6 6+6 P-HOOK INSTALLED FROM THE
Design Pmssurs +105/-115psf +106/-115 sf +105/-115psf +105/-115psf +105/-115psf +78/-85.4 psf +59.6/-65.2psf INTERIOR+THE#OF ANCHORS
40-118" Head/Sill 04+2 C6+3 C6+3 C6+2 C4+2 C6+3 C6+ C6+2 C6+2 C8+3 C8+3 C6+2 C6+2 C8+3 C8+3 08+2 C6+2 C10+3010+ C8+2 C6+2 C8+2 C8+2 C6+2 C6+1 C6+2 C8+2 C6+2 INSTALLED FROM THE EXTERIOR.
46" DLO Jamb 6 6 6 12 8 B 10 12 8 8 10 14 B 8 12 16 10 10 14
Width 18 10 10 12 16 12 12 12 14
P-hook 4+4 4+4 4+4 4+q 4+4 4+4 4+ 4+4 4+4 4+4 4+4 6+5 6+6 6+6 5+6 6+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 USED IN EXAMPLE 1,SHEET 9
Design Pressure +105/-115 psf +105/-115ps1 +105/-115ps1 +105/-115psf +94.81-103.8 IF
4Head/Sill 04+2 C6+3 C6+3 C6+3 C4+2 C6+3 C6+3 C6+3 C6+2 C8+3 C8+3 C6+3 C6+2 C8+3 C10+ C8+3 C6+2 010+ C10+ C8+3
0
54° DDLO LO Jamb 6 6 10
Width 12 8 8 10 12 B B 12 14 8 8 14 10 10 10 14 18
P hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+q 4+4 4+4 4+4 6+6 1 6+5 5+5 6+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 psf +103.4/-113.2 psf +86.71.96 psi
52-1/8" Head/Sill C4+3 C6+4 C6+4 5+3 C4+3 I C6+4 I C0+4 C6+3 C6+3 C8+4 CB+4 C8+3 C6+3 C10+ C10+ C8+3 C6+2 C10+ C10+ C8+3 PRODUCMEVI6ED
6(Y" DLO u mtnl4ying ith the flm"
Jamb 6 6 10 12 B 8 10 14 8 8 12 16 8 8 14 18 10 10 14 to
w
Width 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+6 5+6 6+6 6+6 5+5 5+6 5+5 6+6 Amfga("nde
Acnypece N,JL-0 RZS.lO
Etpim""Date e
**SEE FORMULAS BELOW TABLE NOTES: ��
TABLE C2:
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUE OF TABLE 3 AND TABLE C2 DETERMINES THE WATER °Oe
Water Ltmlted FIG 1: LIMITED(+)DP.
(+)Design Pressure
Sill Total SIII Max.(+)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 15/8' See Note 2 3)SEE SILL RISER TYPES ON SHEET 4.
13 23/4" +50.0 psf w
14 3.112" +73.3 psf = 4)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
x ,.
15 4-112" +100.0 psf 0 1"
18 51/4" +105.0 psf 5)REFER TO ANCHOR NOTES,SHEET 1.
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 118-1 J ROSOWSKI -
j45
!;45
DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF RUTH.#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 A.LYNN
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" (941)-480-1600 SGD-780 NTS � 80F18 �$ MD-780.0 A
PN
MILLER,P.E.
58705
EXAMPLE 1: HEAD/SILL MAY 1�
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 HEAD/SILL,EXTRA ANCHORS NEEDED. �OF INTERLOCK �OF INTERLOCK ANCHOR INFORMATION.
48"X 84"NOM.PANELS,LAMINATED,IG GLAZING, MAY BE ADDED IN THE POCKET 6. CENTERLINE CENTERLINE CENTERLINE
ANCHOR GROUP 3 IN WOOD SUBSTRATE, MAX. OF PANEL i OF PANEL k OFPANEL3
PROJECT DESIGN PRESSURE REQUIRED:+98.2/-108.6 PSF o 0 0 • • • • • •
11"MAX. o 0 o • • • • •
•+3' "+3•ANCHORAGE, 24•MAX. 6•
ANCHORAGE, SHEET 12 '+3'ANCHORAGE, MAX.
SHEET 12 ,,CLUSTER, EXTERIOR "CB'CLUSTER, SHEET I2
1 SHEETI3rl (MIN.1 ANCHOR)SHEETI3 END ANCHORAGE
�J
FRAME JAMB SEE POCKET JAMB
REQUIRED Q INSTALLATION ON
INTERIOR POCKETS SHEETS HEAD/SILL ANCHORAGE DETAILS
ANCHOR PXXX,3-TRACK END PANEL ANCHOR EXCEPTION:
/—PAIR' POCKET BY OTHERS,SEE
NOTE 6,SHEET 8 DISTANCE TO NEXT CLUSTER
TO BE 24"O.C.OR LESS
4ANCHORS
PERPENDICULAR—\.
ERPENDICULAR
roTHEGLAss 4ANCHORS ( USER INSTRUCTIONS:
PARALLEL TO
THE GLASS E—� 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOXTERIOR RA
DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF+98.2/-108.6 CENTERLINE OF END PANEL
AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 3,SHEET 8,THE DESIGN PRESSURE
IS+1051-115 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 REQUIRED AS PER THE FIGURE ABOVE:
2a-112^ B MIN. C(SEE TABLE A),TABLE 3 SHOWS Jamb 10
MAX. P-hook 4+4
24-112 ANCHOR REQUIREMENTS OF: PRODUCr REVISED
MAX. as awplylny wily if.FlorW
2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON: e•,� caa•
HEAD/SILL:SHEET 13 FOR THE"C6"CLUSTER ANCHORS AT INTERLOCK,SHEET 12 FOR THE INTERMEDIATE"+3 ANCHORS Acceptuce No �t 24•
JG /G
EsPir-VA Dace z
LOCATED AT THE CENTERLINE OF ALL 3 PANELS. — -✓l�
JAMB:5 PAIRS OF ANCHORS=10 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT. S4�
P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET 15 FOR GENERAL sa i)4ab-1 meaetcalivill
LAYOUT.
6.44•
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:
O.C. A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS.
JN [R 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.14-5111 MAx. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
7-11116°MAX.
STRAIGHT DOOR EXAMPLES J ROSOWSKI G•67tS (�
P-HOOK JAMB ® a$�
ANCHORAGE ANCHORAGE CERT.OFAUTH.l129296
DETAILS DETAILS 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 S A.LYNN MILLER,P.E.
(941)-480-1600 SGD-780 NTS J 9OF 18 i MD-780.0 A p,E."58705
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, \T 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:+68.41-77.1 PSF FOR CONCRETE INSTALLATION Head/Sill C4+2
USING ANY ANCHOR IN GROUP Jamb 8
A(SEE TABLE A),TABLE 1 SHOWS JaMb4+4
ANCHOR REQUIREMENTS OF:
4 ANCHORS
FOR o o NO FRAME JAMB PERPENDICULAR °ANCHOR 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON:
STABILITY "': REQUIRED @ 7p THE GLASS PAIR' HEAD/SILL:SHEET 13 FOR THE"C4"CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS,
EXTRA EXTERIOR q ANCHORS SHEET 12 FOR THE INTERMEDIATE"+2 ANCHORS.
ANCHORS I- POCKETS PARALLELTO
THE GLASS HEAD/SILL P CORNER:SHEET 14 FOR THE"C4"CLUSTER ANCHORS @ THE 90°CORNER.
MAY BE ', 5.44' i JAMB:4 PAIRS OF ANCHORS=B TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT.
ADDEDIN • SEE POCKET JAMB MIN.
THE POCKET `" INSTALLATION ON s"MIN, P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET
15 FOR GENERAL LAYOUT.
POCKETBY SHEET6
OTHERS,SEE l 241rz" 3)INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
NOTE 6,SHEET 6 1 MAX HEAD/SILL&JAMB:SHEETS 3&4
6"MAX.TO OPENING
EDGE OF POCKET 241/2" P-HOOK:SHEET 6 PRODUC E REVISED
FOR PRODUCT REFERENCES,ALSO SEE: $"mP41°ewu6 the F70"
E•�ee sea.
24*MAX.O.C. ENDANCHORAGE A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS Ac-prince N.) -662 ./V
(MIN.1 ANCHOR) OF CROSS-SECTION DRAWINGS. EVA•D•I`--c!5;y/o7 j I7
"+2•ANCHORAGE,SHEET 12 B)SHEET 11 FOR SPECIFIC GLAZING TYPE. ki
• C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. lhsfr cxtCeuanl
r—ERLE)
INE OF PANEL 1 D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
SHEET 18 FOR A BILL OF MATERIALS.
24.1/2•MAX.
G.C. END PANEL ANCHOR EXCEPTION:
24•MAX.O.C. EXTERIOR INTERIOR DISTANCE TO NEXT CLUSTER
r-G4'CLUSTER,SHEET 13 j TO BE 24"D.C.OR LESS
ERLINE OF INTERLOCK
• 14.5/16'MAX. 11°MAX. EXTERIOR • • ,..i; -t"
7.11/16•MAX.
CENTERLINE OF END PANEL
"+2*ANCHORAGE.SHEET 12 P-HOOK JAMB
so^ • j ANCHORAGE ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
NOM. CENTERLINE OF PANEL 2 REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
PANEL • DETAILS DETAILS CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT
WIDTH SEE FIGURE ABOVE FOR REQUIRED AS PER THE FIGURE ABOVE:
'C4"CORNER CLUSTER,SHEET 14 ADDITIONAL ANCHOR
�CENTERLINE CENTERLINE INFORMATION.
OF INTERLOCK �OF ASTRAGAL
CENTERLINE CENTERLINE CENTERLINE
OF PANEL 3 I OF PANEL 4 I OF PANEL 5 FOR FIXED PANEL,REFER TO"0"
• PANEL BRACKET DETAILS,SHEET 3 A.LYNN MILLER,P.E.
• • • • • • • I P.E.#66705
a � ALUMINUM SLIDING GLASS DOOR NOA(LM) m 10/05/15
EXTERIOR -+2'ANCHORAGE, Ef
'+2"ANCHORAGE, 24•MAX• 6• CORNER DOOR EXAMPLE 14- J ROSOWSKI
SHEET I2 7SHEET I2 '+2"ANCHORAGE, MAX.
"C4"CLUSTER,. "C4"CLUSTER, SHEET I2
SHEET 13 SHEET 13 END ANCHORAGE CERT.OF AUTH.429286
(MIN.1 ANCHOR) N N
HEAD/SILL ANCHORAGE DETAILS 1070 TECHNOLOGY DRIVE
90°OUTSIDE CORNER,PXX/XXO,2-TRACK N.VENICE,FL 34275
(941)-480-1600 SGD-780 NTS 100F18 MD-780.0 A
SILICONE HOT-MELT BUM
7116'NOM.9\ 9116'NOM. 1.1116'NOM. STRUCTURAL
3116' SS GLASS 1N'NSGLASS I 3/16'HSGVSS SILICONE
.OSP PVB OR 6G .096-PVB OR SG I .696-PVB OR SG STRUCTURAL 3118"NOM.
3lio•ANN GLAss POLYISOBUMEN 1/4'NOM. FOAM
3116-ANN GLASS 1/4-ANNGLASS WITH DESICCANT WITH
7176'AIR SPACE DESICCANT
69 3H 6'TGLASS 69
67 EXT.GLASS EXT.GLASS
6,
Q(DOR a .66'NOM. az oR 66 .65'NOM.
GLASS Q GLASS O� .85"NOM.
SITE BITE GLASS
6� BRE
�EPgR (`� INT.GLASS INT.GLASS
a a n
ro ,6 KODISPACE SUPER
GLASS TYPE 1(WITH PVB) GLASS TYPE 2(WITH PVB) GLASS TYPE 3(WITH PVB) 72 48G TPS 73 SPACER'vNXTTM
GLASS TYPE 5(WITH SG) GLASS TYPE 6(WITH SG) GLASS TYPE 9(WITH SG)
ALUMINUM
REINFORCEMENT
5116"NOM.
BUM&
A�G
DESICCANT "ANN"=ANNEALED
3176-H7/18'NOM. �--• 9116'NOM. FOAM.690'PVBWIVIsGLAss I 114-IjIGLSSS EXT.GLASS "HS"=HEATSTRENGTHENED
3116'ANN "T"=TEMPERED
316'AIR3116-ILS GLAss 114•ILSGLASS "PVB"_.090"BUTACITE®PVB
114-I66 m INTERLAYER BY KURARAY
AMERICA,INC.
u�6 QeR 6] INT.GLASS "SG"_.090"SENTRYGLAS®
OoRs•NGM. Q .es•NGM. ss•NGM. INTERLAYER BY KURARAY
BITES BITES SlitsDURASEALO AMERICA,INC.
7a SPACER PRODUCT REVISED
a aw m ralepljtog witr Ire PIo+WA WvWng Code
POLYISO- DESICCANT FILL AREA Aceepeam Nu IL-OLZS•/p
GLASS TYPE 4(WITH PVB) GLASS TYPE 7 GLASS TYPE 8 BUMENE E�pn4iee Dole na
GLASS TYPE 10(WITH SG) SEAL 5CO NOM. \ ��-
SILICONE SEAL QuF 1ed�efCeoW!
ROLL-FORMED
STAINLESS STEEL
1.1116'NOM. 1-7116-NOM. Part# Description Material
3/18'HS GLASS 3/19•HS GLASS � P EXT•GLASS
.69PSG •090.5° 72 Kommeding 4SG TPS Spacer System
3116-HS GLASS 316'M GLASS
716-AIRSPACE 3B•AIRSPACE 7.3 Quanex Super Spacer nXr with Hot Melt Butyl See this
3116-TGLASS 6, 114!GLASS 69 74 Quanex Duraseal Spacer Sheet for INT.GLASS
4r 6,
Materials
75 Cardinal�Edge Spacer O XL EDGE ..•..
Q REFERENCE TEST REPORTS:FTL-8717,8968&8970 75 SPACER
OoR M •8GLASS 6a oR m .GLASS.
GLASS GLA83 ,..
EMER— BRE EMERro0. BRE
,,.,, 66 1''6 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
GLAZING&SPACER DETAILS J ROSOWSKI
GLASS TYPE 11 GLASS TYPE 12
® ADDED SPACERS-JRa 1 05/15/16
CERT.OF AUTH.#29288 "
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)-480-1600 SGD-780 NTS 11 OF 18 MD-780.0 $ A A.LYNNMILLER,P.E.
P.E.tt 58705
JAMB ANCHOR LAYOUT FOR ALL DOORS: HEAD/SILL'W' INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS:
PANEL
PANEL CENTERLINE 5.06"
C-] 11 11 PANEL_ CENTERLINE
CENTERLINE
2.53" 6"DIAG. 2.53" 6"DIAG. e
EXTERIOR EXTERIOR EXTERIOR
EXTERIOR
24-1/2" 24-1/2" 2-TRACK INTERMEDIATE R EXTERIOR
+1'ANCHOR LOCATION v 3-TRACK INTERMEDIATE
MAX 'ANCHOR MAX. '+1'ANCHOR LOCATION �2'ANCCHOR LOCATION
K INTERMEDIATE
O.C. PAIR" O.C.
(ALSO USE WHERE'+1°ANCHOR IS REQUIRED)
PANEL
5.44" 5.44" PANEL_ PANEL CENTERLINE 4 17" 2.53-
7-11/16"
CENTERLINE
7-11/16" 7-11/16" 4.17" 4= 3.31
17"
MAX. MAX.
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB
ANCHOR PAIR ANCHOR PAIR
EXTERIOR 2.53" 3.31"
n 1.66"—�I �+— EXTERIO .
2-TRACKINTERMEDIATE n_ EXTERIOR 1.66"
ID 3.31"
'+2'ANCHOR LOCATION 3-TRACK INTERMEDIATE 15 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 417„
3.31 2.53"
EXTERIOR EXTERIOR
241/2" 24-1/2" T1-k1 PRODUCCATR hktht
na alaplyi3y whY tYe Florida
MAX. MAX. �' � `
EXTERIOR 2.53" 4.17" Amylaece NG 2o p
O.C. O.C. n EXTEERIR 3.31" 'p"s UenE&A"1l7
v 2-TRACK INTERMEDIATE 15 3-TRACKINTERMEDIATE
5.44 5.44"
ANCHOR LOCATION '+4"ANCHOR LOCATION dlletCaatM
FIGURES PERTAIN TO THE FOLLOWING INTERMEDIATE
7-11116" 7-11/16" PANEL ANCHOR LOCATIONS:
MAX. MAX. CENTERLINE 4.17"
3-TRACK FRAME JAMB 2.53"
ANCHOR PAIR 4-TRACK FRAME JAMB
.3
(ALTERNATE ANCHOR LOCATION ANCHOR PAIR
Head/Sill C4 1
EXTERIOR 4" Jamb 6
FIGURES PERTAINS TO THE FOLLOWING JAMB NOTES: ID2-TRACKINTERMEDIATE
+4'ANCHOR LOCATION
P hook 4+4
ANCHOR LOCATIONS. 1)ALL DIMENSIONS SHOWN ARE
BASED ON.MINIMUM ALLOWED, ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
UNLESS OTHERWISE NOTED.
NOTES: ANCHOR LAYOUT 1t J ROSOWSKI
2)FOR 3-TRACK JAMBS,ANCHORS 1)ALL DIMENSIONS
MAY BE INSTALLED EITHER IN THE SHOWN ARE BASED ON ®
EXT.OR INT.TRACK. MINIMUM ALLOWED. CERT.of AUTH.p2e2ss
Head/Sill C4+1 1070 TECHNOLOGY DRIVE
Jamb B 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-760 NTS 12 OF 18 MD-780.0 jz A A.
NN MILLER PE
FIGURES PERTAIN TO THE
HEAD/SILL CLUSTER ANCHORS LAYOUT FOR STRAIGHT DOORS: FOLLG ANCHOTEOGATIO6TMGAL
ANcxoa Lounoxs:
ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGALOR
INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION
CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE7-IF NEEDED CENTERLINE I NEEDED
4" 2„ 4' 1.66" 3.31" 2„ W2.5 4.1 T'
2"
0 0 0 0 0 0 Haad/Sill C4 1
2.53" 2.53" 0 2.53" 0 0 3" Jamb 8
4.17" P-hook 4+4
RIOR 4.17" EXTERIOR 4.17' EXTERIOR EXTERIOR
2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME 2-T11ACK FRAME
ID (USE WHERE 4 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"06') ANCHORS ARE REQUIRED,-CO-) ANCHORS ARE REQUIRED,'Cl 0')
(FOR SPLICE (FOR SPLICE
CONDITION,DO NOT CONDITION,DO NOTOR
ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAOALCK ASTRAGAL CK
USE THIS DETAIL, USE THIS DETAIL,
IMERIOCK INTERLOCK--
NTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK INTERLOCK---.-I,SPLICE LOCATION
SEE NOTE 9) SEE NOTE 9)
CENTERLINE CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE CENTERLINE IF NEEDED
3.31" I 4„ 4" 3.31„ 2.53" 3.31 2.53"
0 0 0 0 0
3" 0 2.53" 0 0 2.53" 0 0 0
0 0 0 0 0 0
EXTERIOR
EP4.17F' EXTERIOR 4'17" EXTERIOR 4'17 EXTERIOR 4'17 EXTERIOR 4'17"
3-TRACKFRAME 3-TRACK FRAME ID 3-TRACKFRAME 15 3-TRACK FRAME ID 3-TRACKFRAME
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER
ANCHORS ARE REQUIRED.'C4') ANCHORS ARE REQUIRED,'CW) ANCHORS ARE REQUIRED,'Ca) ANCHORS ARE REQUIRED.'Cl(") ANCHORS ARE REQUIRED,'C12')
PRDDUCf REVISED
as 00APMq with the Rodd&
FOR SPLICE bei+1eh Pnde
(FOR SPLICE ( AC.W&ue No 6—O(2 . 0
ASTRAGAL CK ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR 2;Wrafts Dete c a 7
INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL INTERLOCK SPLICE LOCATION
CENTERLINE SPLICE
NEEDED CENTERLINE SEE NOTE 3) CENTERLINE NEEDED CENTERLINE SEE NOTE 3) CENTERLINE�IF NEEDED `���
1.68" 4.1T 2" I�3.31" I 3.31"
3.31" 3.31" 4"
1WR
0 00 0
2.63" 0 2.53" 3" 0 0 2.53" 2.53"
0 RIOR 4.17" EXTERIOR EXTERI . EXTERIOR 4.1� EXTERIOR 4.17" ..
4-TRACK FRAME 4-TRACK FRAME 4-TRACK FRAME 4-TRACK FRAME 4-TRACK FRAME
I/ (USE WHERE 4 CLUSTER 1/ (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ID (USE WHERE 10 OR 12 CLUSTER
ANCHORS ARE REQUIRED,-r4') ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED,'C10') ANCHORS ARE REQUIRED,-C12') .
ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/15
NOTES: ANCHOR LAYOUT & J ROSOWSKI �~
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ••..6T1�� ;`
2)SILL SHOWN,HEAD SIMILAR. CERT.OFAUTrI.>)2s2e6
3)IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, N.V TECHNOLOGY DRIVE
USE THE NEXT HIGHER CLUSTER QUANTITY. VENICE,FL 34275
(941)-480-1600 SGD-780 � NTS � 13 OF 18 �� MD-780.0 �� A A.LYNN MILLER,P.E.
(9 V
P.E.p 58705
HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FOLLOWNGDO-CORTHE
FOLLOWING IG TACORNER
ANCHOR LOCATIONS:
2.53"
2.53" L31r—ERIOR
2IER,
2.53" 17"
5.11"
4"
Head/SIII C 1
Jamb B
4.17" P hook 4+4
4" 3,31" EXTERIOR . EXTERIOR 3.31" EXTFRIyIOR
90°CORNER,2-TRACK 90'CORNER,2-TRACK 2-TRACK V 90°CORNER,2-TRACK v
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARtEyREQUIRED,'C4" ANCHORS
ARE REQUIRED,-C8') ANCHORS ARE
REQUIRED,-C8') ANCHORS ARE a REQUIRED,-C10')
61' � i ♦ v i ♦ i V a + +v + a a v
2.53" 2.53" 4.17" vaooucrtsEvlsEA
2.53" 4.1 T' ORP with/ha Fjud&
2.53" &31EXTERIOR
0. A«�Wi�ceNu C-OL /Q
E��hsyM 4�1e e e 1
elsl,�
pr r�o.nc�elm
4.17"
4" 3.31"
'4" 3.31" EXTERIOR EXTERIOR 4" 3.31" EXTERIOR
90°CORNER,3-TRACK 90°CORNER,3-TRACK 90°CORNER,3-TRACK 90°CORNER,8-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,-g(3� ANCHORS ARE REQUIRED,'CB' ANCHORS ARE REQUIRED,'C70'
2.53„ NOTES: 7�[
2.53" 4'17" 2.53" 3 1)ALL DIMENSIONS SHOWN ARE BASED ON w.
5.08" MINIMUM ALLOWED.
3.31" 2)DETAILS DEPICT ANCHOR QUANTITY AND
3.31" SPACING,AND WOULD BE SIMILAR FOR INSIDE
AND OUTSIDE CORNER CONFIGURATIONS.
3)SILL SHOWN,HEAD SIMILAR. A.LYNN MILLER,P.E.
P.E.#
$8705
4 3.31"EXrEE�RIIOR 4" EXTERIOR 4 4.1T' EXTRERIOR ALUMINUM SLIDING GLASS DOOR NOA(LM) 8 10/05/15
80°CORNER,4-TRACK 90°CORNER,4-TRACK 90'CORNER,4-TRACK V ANCHOR LAYOUT i a- J ROSOWSKI
(USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,-CO-) ANCHORS ARE REQUIRED,-C8') ANCHORS ARE REQUIRED,'CIO-)
CERT.OF RUTH.#29298
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)-480-1600 ill SGD-780 111 NTS 111 14 OF 18 MD-780.0 A
P-HOOK ANCHORS LAYOUT HEAD/SILL 135° CORNER CLUSTER ANCHORS LAYOUT;
FOR ALL DOORS:
4.1T
4.17" ° e °
11" 2.53" 4° 4.17" 4" o
MAX.
4.17"
EXTERIOR
EXTERIOR 2.53" 4" EXTERIOR EXTERIOR
14-5/16"',MAX. 2.53" �j �1
3.31" 4" 3.31" 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 a CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,°P4D ANCHORS ARE REQUIRED, C6') ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,`C70"1
4"
c� 2.53" 2.53 e
4.17"
411 e e 4.17" • e
e 4.17" • PRODUCf REVISED
° EXTERIOR 10 .1GoBwhor F1orIGa1
b•�lln�6.d•
EXTERIOR EXTERIOR ° - ° Aeedpn•ee N• -0L2 .&
nnnn E.rinMn One a '7
2.53" V 3.31" 4° V 3.31" 6
24-1/2" 3.31" hti'adAb nd�rCmaiN,—
MAX.
135'CORNER,3-TRACK 135°CORNER,3-TRACK 135°CORNER,3-TRACK
24-112" (USE WHERE 4 OR 8 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
MAX ANCHORS ARE REQUIRED,°C� ANCHORS ARE REQUIRED,"CB") ANCHORS ARE REQUIRED,°C70,
llo__
A4.1r� 4 2.53" 4"
4.13" ° 4.1 T'14-5116"MAX. EXT7EXTERIOR
EXT�OR
MAX.
5.08" 2.53" 3.31" 3.31"
135°CORNER,4-TRACK 135'CORNER,4-TRACK 135°CORNER,4-TRACK P
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 10 CLUSTER .
NOTES: ANCHORS ARE REQUIRED,'C4°) ANCHORS ARE REQUIRED,'CB• 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 PERTNNS TO THE FOING POCKET JAMB NOTES: P.E.0 58705
(P.HOOKIANCHORLocLLOWATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED
--- ON MINIMUM ALLOWED. ALUMINUM SLIDING GLASS DOOR NOA(LM) 1 10/05/15
Y 2)DETAILS DEPICT ANCHOR QUANTITY ANCHOR LAYOUT 4' J ROSOWSKI
IO I AND SPACING,AND WOULD BE SIMILAR
la I n in.�___ FOR INSIDE AND OUTSIDE CORNERd @
`� Head/Sill C �1 CONFIGURATIONS. cERT.oPAUTH.H2ez85
Head/Slll C4+1 1070 TECHNOLOGY DRIVE
Jamb 8 Jamb 8 3)SILL SHOWN,HEAD SIMILAR. N.VENICE,FL 34275
P hook 5 P4100k 4+4 (941)480-1600 f SGD-780 NTS 115 OF 18 j MD-780.0 9 A
INSIDE 90• OUTSIDE 90• INSIDE 90• OUTSIDE 90• OUTSIDE 135• INSIDE 135•
ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE90• ASTRAGAL CORNER CORNER OUTSIDE135• INSIDE135• ASTRAGAL ASTRAGAL
PANEL INTERLOCK
SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL BOX IN ASTRAGAL BOX OUT RECEIVER ASTRAGAL RECEIVER LOCKSTILE LOCKSTILE ASTRAGAL ASTRAGAL RECEIVER RECEIVER
INTERLOCK INTERLOCK STILE WI HANDLE BOX IN W/HANDLE BOX OUT WI HANDLE WI HANDLE RECEIVER W/HANDLE W/HANDLE W/HANDLE RECEIVER RECEIVER 1'V/HANDLE WI HANDLE
TYPES
our IN
Bout E F PP K �L BL�, TA TC TR TQ TV TW
INTERLOCK
SINGLE
8 P A �C C SA SC IC SQ SV SW
INTERLOCK
DOUBLE1 YR GR
INTERLOCK
FIXED
STILE RR R Y �S S FD FC FV FW
LOCKSTILE
WI HANDLE D M GJ W(BOXIM ,�,� , W
ASTRAGAL PANEL NOTES:
BOX IN /� (60lttN
LEFT Q INTERIOR RIGHT 1.SEE DP/ANCHOR TABLES 1-3,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE.
ASTRAGAL PANEL PANEL
BOX IN
W/HANDLE a STILE EXTERIOR STILE 2.PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND
ARE NOT AVAILABLE.
ASTRAGAL
BOX our T PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
ASTRAGAL APPLICABLE STILE/ASTRAGAL REQUIREMENTS. 3.MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60".
L R WR
Box our
W/HANDLE (8yKoUT) C Ienroup
INS.go*AS AT AS DF BY OTHERS sen SILICONE
RECEIVER PRo°uc r Revt
Wl HANDLE w .ptylag with the FWd&
OUTSIDE 90• 51 WASHER Aecdpte cue N°-�LziLo
ASTRAGAL CF E�pirilYe 0.t._SpjV I�-y
RECEIVER as #8 X 1"PH SMS, �+"�/
UT.BO-ASTRAGAL CT ^� 3-TRACK SHOWN;
RECEIVER ` USE 2 SCREWS
RAr..
W/HANDLE FOR 2-TRACK
uvs.99 coRNE RT Cl FRAMES&
LocKsnLE 4 SCREWS FOR
Wi HANDLE 4-TRACK FRAMES
OUT.90•CORNER ^T Q^ 50 X 2" j
LocKsnLE !`%/ J LAG
LAGBOLT
W/HANDLE
OUTSIDE 135• PANEL CORNER DETAIL FRAME CORNER DETAIL
ASTRAGAL SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN
RECEIVER F
INSIDE
ASTRAGAALL �/V�q/F _ I
'
RECEIVER
OUTSIDE 135•AST. �� ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
RECEIVER
WIHANDLE PANEL TYPES a' J ROSOWSKI - �•6 g b
INSIDE"5*AST
RECEIVER S
W T
WI HANDLE WCERT.OF AUTH.#29298
1070 TECHNOLOGY DRIVE 8 �
N.VENICE,FL 34275
(941)-480-1600 SGD-780 NTS 16 OF 18 z MD-780.0 e A A.LYNN MILLER,P.E.
P.E.#58705
84
r- 4.741 -�I I F- 5.186 -�I r-- 9.000 1 1j r- 1.084 1.084 1.084 508 ►I '239 r .308 045
100 1�LI
2.000 .074 1.938 :1
.074 E1.938 .040 -{ •717
� .090 .090
21 PANEL STILE 22 TOP/BOTTOM RAIL-41/2" 23 TALL BOTTOM RAIL-9" .090 3o INTERLOCK TRIM COVER 31 FRAME SCREW COVER
6.085
8.615 7.443 1.793 r- ,13 •293
-� 2.380 r- 2.380 r'- 1.938 •140 -� 11.144 •'i_,=:
1 1.947 r- 241 .125 t� r�i .847
1.081 � I f 2.324 2.702 1.172
E + 101 101 .075 O2-TRACK JAMB 3� CORNER BACKER PLATE zo SILL MOUNTING STRIP
LL 075 L
STILE INTERLOCK DOUBLE INTERLOCK SNAP RAIL 02-TRACK JAMB W/SCREEN �i r+ 1.045 1.019 305
24 ADAPTER 2s ADAPTER za ADAPTER 27 ADAPTER O3-TRACKJAMB
2.781 1.993 1.872 ;.06 1.342
1.300
082 082
125 r 420 090 O4-TRACK JAMB 1.616 101 F 1oz� 103
-M.125 1.801 .090 1.845 062 SCREEN SCREEN SCREEN
583 374 2.723 OTOP/BOTTOM O STILE O ASTRAGAL
1'793 3.063 -� 2.442 �j 2.836 084 EXT SILL COVER .425
ASTRAGAL I 2.835 77 W/SCREEN 2.026 1.423 -►i 1.872
za BACKER PLATE za INTERLOCK REINFORCEMENT O P-HOOK eo "O"PANEL BRACKET 094 2.424
140 7.205 ►1 1.521 .125 062 - T
90°CORNER 90°CORNER .696 4.966
1.455 1.000 33 LOCK ASTRAGAL 8RECEIVERASTRAGAL I 045 ,307 .125 1oa SCREENINTERLOCK
_I 39 P-HOOK MOUNT 307 1.685 to INT-EXT SILL COVER
11.144 O O PRODUC E REV18Ep
5.500 w aongyh'wki the Flottl�
11 4-TRACK SINGLE HEAD .110 L3.359 2 471 .125 O ASTRAGAL b&Wngu� /6ro 6
3.349 �c
090 .090 .045 }693 1.518 EaPtra�a`r`=�L' /
1.405 062 6
1.495 926 135*CORNER 135 CORNER �1X rc0a�
�I+ 8.615 --_ 6.794 _ 35 LOCK ASTRAGAL O RECEIVER ASTRAGAL 19 MID SILL COVER SCREEN
to 3-TRACK SINGLE HEAD �^ O5 2-TRACK SILL 912 40 TRACK ADDON
090 090 r 857 .782 .125 -L ,782 -� � 290 y
850 850 .050 -4- ,850 n.850 .040 x .912
1.405 I 1.495 826 045 .045 050 :1 050 -�*�-�
�! 7.443 ---�I �I I� 61 OGEE BEAD 82 OGEE BEAD a3 OGEE BEAD a4 SQUARE BEAD 85 SQUARE BEAD ee SQUARE BEAD }
9.323 -
O9 2-TRACK SINGLE HEAD W/SCREEN O 3-TRACK SILL
fi
090 1 090 442 ALUMINUM SLIDING GLASS DOOR NOA(LM) A 10/05/15 " y
1.405 rrFl1.495 EXTRUSIONS j� J ROSOWSKI �•�
.928 .965 ,045
6.085 - 11.853 -I� CERT.OFAUTH.it292a8 ��
O2-TRACK SINGLE HEAD 04-TRACK SILL ASSEMBLY 1070 TECHNOLOGY DRIVE
8o INTERIOR BEAD N.VENICE,FL 34275
NOTES:1)SEE SHEET 4 FOR SILL RISERS.ALL DIMENSIONS IN INCHES. (941)480-1600 SGD-780jj� .25 17 OF 18 MD-780.0 A A.LYNN MILLER,P.E.
P.E.#58705
TABLE D: TABLE D,CONTINUED: TABLE D,CONTINUED:
# Part# Description Material Bill of Material Bill of Material
1 81 2-Track MIS 6063=6 1 r44 Part# Description Material # Part# Description Material
2 8135 2-Track Jamb with Screen Reil 6083 T6 At TP245 Vinyl Buib Wea herstri3 8133 3-Track Jamb 6063 T6 AI p(�J Inte ock Flex PVC 92 Vanes ane It Cast nc
4 8132 4-Track Jamb 6063 T6 AI STP247 Vinyl Bulb Weatherstrip @ P-hook Flex PVC 93 8185X Gemini Mortice Lock w/Long Trim Plate Ss
5 8118 2-Track Slll 6063 Tfi AI 1644 .187"X.270"Weatherstri 94 8184X Gemini Mortice Lock w/Pocket Trim Plate SS
6 8116 3Treck SIII 60133 T6 AI 1673 .500"Door Seal 95 #10 32 X 1"Ph.FH.MS Steel
7 8120 4Treck Sill 6063 T6 Al 5/18 X 2"Lagboit SS 96 #10.32 U Nut Steel
8 812 0 2-Track Head 6063 T6 AI 8197 Lagbolt Washer SS 07 1"Mortice.Keeper,135"Corner&Straight SS
9 8128A 2-Track Head with Screen Rall 6063 T6 At 52 8153 Tandem Roller Assembly SS 98 8187X 314"Mortice Keeper,90"Comer SS
4 3 Track Head 6063 T6 At `53 8153 Tandem Roller Assembly Nylon 99 #10 X 1-112"Ph.PH.SMS @ Keeper SS
10 812 54 #10"X 1-1/2"Ph.PH.SMS @ Roller SS 100 1032X1FPFX 1032 X 1"Ph.FH.MS SS
11 812 4 4-Track Head 6063 T6 At
12 8140 Sill Riser-1-518" 6063 76 At `55 8052 Roller Adj.Hole Plug PVC 110 4317 Screen Top Rail 6063 T6 At
13 8139 SIII Riser-23/4" 6063 T6 At 60 8022 Interior Bead 6063 T5 AI 111 4318 Screen Bottom Rail 6063 T6 At
II Riser-3-1/2" 6063 T6 At 61 8150 7/16"OG Bead 6063 T5 AI 112 4319 Screen Side RaiULockstlle 6063 T6 At
ll
14 8138 SI
15 8137 Sill Riser-4-1/2" 6063 T6 At 62 8145 9/16"OG Bead 6063 T5 AI 113 8152 Screen Interlock Adapter 6063 T6 At
16 8182 Sill Riser-5-1/4" 6063 T6 AI 63 8146 1-1/16"OG Bead 6063 T5 At 114 4344 Screen Astragal 6063 T8 At
17 8119A Ext.Sill Cover with Screen Rall 6063 T6 At 64 8150 7/16"Square Bead 6063 T6 At 115 7SRAZ Roller Nylon
18 8117 Int-Ext.SIII Cover 6063 T6 At 65 8148 9/16"Square Bead 6063 T5 At 116 7SRAX Roller SS
19 :8115 Mid-Sill Cover 6063 T6 At 66 8149 1-1/16"Square Bead 6063 T5 At 117 1/4"X 1"MS @ Top Rall SS
20 8183 Bill Mounting Strip/Anchor Plate 6063 T6 At 67 6TP247 Vinyl Glazing Bulb 118 1/4"X 1-1/2"MS @ Bottom Rail SS
1 8012 Panel Stile 6063 T6 At 68 1643 Foam-filled Glazing Bulb(7/16"glazing only) 119 Screen Lockset Steel
2 69 Dow 899,995 or Instantglaze Glazing Silicone Silicone 120 653 Screen Lock Keeper Steel
2 1 8014C PanelTop/Bottom Reil 5 063 T6 At
23 8013C 9"Tall Bottom Rail 6063 T6 At 70 1725 Setting Block,1/2"X4"X 1/16",65+/-5 duro. EPDM 121 1179 #10 X 3/4"Ph.PH.SMS @ Keeper SS
71 1726 Setting Block,1"X4"71/16,(IG),85+J-5 dura. EPDM 122 1793 .270"X.150"Weatherstrip
24 8104 Stile Adaptor 6063 T6 At 80 710X34PPSDAX#10 X3/4"Ph.PH.SMS @ P-hook SS 123 1692 Screen Spline-.165" Vinyl
25 8102 Interlock Adaptor(Single) 6063 T6 At 82 710X58PPTX #8 X 5/8"Ph.PH.SMS @ Interlock SS 124 Screen Cloth Fiberglass
26 8101 Interlock Adaptor(Double) 6063 T6 At 83 71OX115PPX #10 X 1-1/2"Ph.PH.SMS @ Astragal SS
27 1 8103 Tap Snap Rail Adaptor 6063 T6 At 84 1155 #8 X 1"PH.Quad.SMS @ Main frame SS
28 8105 Astragal Backup Plate 6083 T6 AI 85 72087K Jamb Bumper
29 8192 Interlock Reinforcement 6105 T5 At 86 76X38PPAX #6 X.375"Ph.PH.SMS SS PR000cr REVISED
30 8200 Interlock Screw Cover with T-slot 6063 T6 At °1 emplllq will r4 Flodu
31 8136 Frame Screw Cover 6063T6 At 87 4385 4 Hole Bumper Stop LwW-X(nde
BB 7WBPPTX #8 X 3/8"Ph.PH.SMS Steel Aceepq�ce No 2 O
32 8107C Astragal 6063 T6 At E�Nrsabe ogre u
33 8110 90"Comer Lock Astragal 6063 T6 At 89 8193 "O"Panel Bracket-12"long /I I
90 #10 X34'Ph.PH.SMS @ Fixed"O"Bracket to Stile SS 6 lS
34 B111 90"Comer Astragal Receiver 6063 T6 AI 91 #8 X 3/4"Ph.FH.SMS @ Fixed"O"Bracket to Frame SSrtC
35 8204 135°Comer Astragal 6063 T6 At
36 8205 135"Passive Comer Mount 6063 T6 At
37 8112 90"Comer Astragal Backup Plate 6063 T6 AI
38 1 8108 Pocket Door P-Hook 6063 T6 At
39 1 8109 Pocket Door P-Hook Mount 6063 T6 At
P40 8141 Screen Frame Add-on(Sill) 6063 T6 At
41 8142A Screen Frame Add-on(Head) 6063 T6 At
42 8143AI Screen Track Addon 6063 T6 AI
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
j
PARTS LIST J ROSOWSKI
CERT.OF AUTH.#29296
NOTES: m m
11071 TECHNOLOGY DRIVE
1)ITEMS#43,48A9.56-59.76-79.81 a 101-109 ARE NOT N.VENICE,FL 34275
) SGD-780 NTS 18 OF 18 g MD-780.0 A A.LYNN MILLER,P.E.
USED AND ARE NOT PART OF THIS APPROVAL. (
941 -480-1600 0 P.E.#58705