HomeMy WebLinkAboutNotice of AcceptanceDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION RECEIVED
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
FEB 2 6 2020
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
MarnL Florida 33175-2474
6)315-2590 F (786) 315-2599
w .miamidade.gov/economy
ST. Lucie County, Permitting
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHD 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/90e & 1351 corner (Reinf/Non-Reinf)- L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-780.0 Rev B titled "Aluminum Sliding Glass Door (I,M)", sheets 1
through 18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by POT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami -Dade County Product Control Section.
)MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max Panels configuration is allowed per tables 1 thru 3, not to exceed 462.11 It. The inside/outside 900 & 135'
comer units are limited to straight panel each corner side per tables 1 thm 3.
2. See sheets 7 & 8 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement
and anchorage quantity requirements. See sheet 11 for glass options. See sheets 12 thm 15 for anchors lay out at
tracks and corners. See Pocket anchor details in sheet 6.
3. Pockets wall, cavity are not part of this approval. Exterior/Interior Pocket wall & applicable Egress requirement
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA #16-0629.10 and consists of this 'bid a 11
as approval document mentioned above. pa
g p
The submitted documentation was reviewed by Ishaq I. Chanda, P.E. e/ 77
M�AMFDAOECOUNTY REVIEWED FOR NOA No. 17-0420.04
ton Date: August 02, 2022
CODE COIVIPLIAItpprovalDate:July27,2017
ST. LUCIE COUNTY Pagel
BOCC
PGT Industries, Inc.
A.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files # listed below)
2. Drawing No. MD-780.0 Rev B titled "Aluminum Sliding Glass Door (LM)", sheets 1 through
18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and
sealed by Anthony Lynn Miller, P.E.
TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked —up drawings and installation diagram of Aluminum SGD (w TPS, Super,
Cardinal & Duraseal spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)
FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed and sealed
by Idahnis Ortega, P. E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with marked —up drawings and installation diagram of Aluminum SGD w/135e
interior/Exterior comer & 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 ReportNo. ATI-8124.01-401-18 R, dated 11/13/2008, signed and
sealed by Joseph A. Reed, P.E. (submitted under files # 12-0516.04)
Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTL-5619,
dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all
signed and sealed by Carlos S. Rionda, P. E.(Submitted under file #11-1018.12).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/08/17 and last revised on
07/17/17, complying with FBC-2017 (61h Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC-
2014 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. (submitted under
file 415-0903.09)
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
\sue \ ,L 4 %X-
haq 1. Chanda, P.E:
Product Control Examiner
NOA No.17-0420.04
Expiration Date: August 02, 2022
Approval Date: July 27,2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.T. DuPont
DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers",
expiring on 07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc.) for the " Frofosil Ultra clear & color PVB Interlayers (former
Butacitc)", expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6a' Edition) and FBC 2014(5w edition), prepared
by PGT, dated July 17, 2017, signed and sealed by Lynn Miller, P.E.
2. Statement letter of conformance to FBC 2014(5t1i edition) and letter of no financial interest,
prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller, F6 (submitted under file
#15-0903.09)
3. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller, P.E.
4. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises & renews NOA #16-0629.10, expiring 08/02/22.
2. Test proposal # 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER.
tie--
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.17-0420.04
Expiration Date: August 02, 2022
Approval Date: July 27, 2017
E-2
INCLUDING INT./EXT. POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEET 11.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. "
3) ANCHORAGE: THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING
BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA•S, ANSI/AFSPA NDS FOR WOOD CONSTRUCTION AND
ADM, ALUMINUM DESIGN MANUAL-
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING
CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE,
AS APPLICABLE.
9) APPLICABLE TEST REPORTS: FTL-5264, 5273, 6618, 5619, 8322, 8374 & ATI.81241.01401-18.
TABLE A
Anehor
Group
Archor Type
Freels
Member
Substrate
Min Edge
Min.
Min. O.C.Mln'
Gdanea
Embedmenta
Metal Thl kness
#12410 SS EMS
(Mn tl3 tlneads beymltl
metal substrate)
All
SouUam iro(50= )
911C
W
1 B'
6083-15AJimJnwn
SIB'
aria.
0.063'
A36 Steel
31W
R116'
0.050'
Gr. 33 Steel Sttxt
318'
9116'
0.I144 (18 Go)
A
IIT Sm Aggre(3000
F,-57 ksi, FeDO kai
All
Concwta(non. Z22 W)
1-1/2'
3'
138'
Jamb/P41ocit
Feted Block TMcso
2
T
T
Jamb / P4cdc
Hdlow Block (ASTM C80)
T
3'
1-Ile
A0
Southern Piro (SG. 0.55)
1'
1'
I-W
B
012 Steel SMS(Gc 5)
(elfin a/3ttreads bqW
metal auFebefe)
AA
o In Piro(SG•066)
WlW
7/
13R'
W0 TS AIInniNm
9B'
B'1B'
0.OB3'
AM Steel18'
6116'
0.050'
Gr. M Sled Stud
&8'
B•18'
0.0v (is Ga)
C
1/4' BCD RUCm19
F,- 155 kai. F•=117 kai
All
Cenerete min. 285 ke0
1'
4'
1318'
Jamb I P4cok
Hollow Block(ASTMC90)
1'
W
IAA
1/4'BCD UltreCclla
F -155 ksi, F,p177 Joel
Corcreie
n. 285 ke1)
2-1/C
4'
t.118'
Jamb/ P4cdc
Filled Block
NEW C90
2.12
4'
1-&4'
Jamb/ P41ock
Hdlpe Block (ASTM C90)
zIJ7
6'
1-1/4'
0
1/4- 410 SS a.
CmteFlex®
F=1Z/.4ksi, F, 189J ksi
Head I Sill
Concrete (Mn 3.35 ks0
1'
4'
I've
•afflo c
Cocrete(min. 3.35 ken
1'
67
1314-
Jamb/P4mk
MIMBlock ASTM C90
1-3/4'
6'
1-1/4-
All
Sadhem Piro(SG= 0.55)
1
1'
1318'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORETHAN ONE OFTHEANGHOR GROUPS ABOVE.
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORALLTABLES IN THISAPPROVAL
2) ALL ANCHO R H EAD TYPEa PAE APPLICABLE
GENERAL NOTES
1
3) FOR STEEL STUDS, MIN. FU =45 M. MIN FY=33K51.
4) FILLED SLOCKVALUES MAYALSO BE USED IN HOLLOWBLOCKAPPUCATIONS.
.............
EXAMPLE CONFIGS..........2
INSTALL DETAILS ..............
36
CODESISTANDARDS USE¢
IMPACT RATING
DPIANCHORTA13LES........
7-8
•2017 FLORIDA BUILDING CODE (FBC). 6TH EDRION
RATED FOR LARGE & SMALL
EXAMPLES .........................
9-10
•2014 FLORIDA BUILDING CODE (FBC). BIN EDITON
MISSILE IMPACT RESISTANCE
GLAZING DETAILS ............
11
-ASTM E1301n,09
ANCHOR LOCATIONS......
12-11
•ANSUAFSPA NOS-2w5 FOR WOOD CONSTRUCT]
DESIGN PRESSURE RATING
PANELTYPES
18
-ALUMINUM DESIGN MANUAL.ADM-2015
•AISI S10O12
SEE TABLES 139 C1 C2
...................
EXTRUSIONS .....................77
•AISC 3 10
ON SHEETS 7 & 8
PARTS LIST.........................18
TABLE B: SEE DETAILS ON SHEET 11
Gl..
Type
Descwl(Uged Rum Bonner M into der)
Taw.
Sheet
1
7/16' Lemirattl: O) Ute o13/16' ANN Glass eed 11) lire tlY18• HS Gass wIth.090' PVB Intetlayer
2
7
2
9/16- Laminated: (1) Lite of Ile ANN Glass aM (1) Ute of 114- HS Glee w Ih.090' PVB InteAeyc
2
7
3
1-111V laminated l.G.: WIV T&Ndur Up+ 7/16-Air SPscs+7/16' Laminated consisting of (1) Ute
o19i16' ANN Glass aM (1l lire o13116' HS Gma with.090' PVB gltedeyer
2
7
4
1-1/16- Lannneled LG.: 114-T Eatedor Up+W1 Air Space+ 711W Lamnated condsBip a(1) Ute of
Via' ANN Glass and (1) Lite of&IV HS Base with .off" PVB Inledeyer
2
7
5
7/16- Laminstol: (1) Ute of XIW ANN Gass Doff (1) Ute of VW HIS Gass with Ago' SG haedayer
1
7
6
911W LI niratect: (1) Ute of 1/4' ANN Glass mN (1) Ute of 1/4- HS Gass Wth.08m SG Intedayer
1
7
7
711V Leniratad: (2) Utes of We HS Glass WM.080' SG Ntafter
3
B
8
WIV Larrinated:(2)Utes of l/4' HIS Gass with.090P SG InUdWer
3
B
9
1-I/1m LenInsteff LG,: WIW T Ecterlor Cap+711V Air Space Lemineted consisting of (1)Ule
of WIV ANN Gass Doc! (1) Ufa of WlV HS Glass with.W SG Inledayar
1
10
1-vIW Laminsfed l.G.:V4'TBawer Col, -Wr Air Sm.+ MV ladnateff consisting of(1)Lite of
Wl1 ANN Glans sod(1) Uts cfTlV HS Glass With.090' SG IntedWer
1
11
1411Wnetedl.G.:&16'TExledor Cap+7il WrSpace+7/IVUHnet c=isWgof(2)Utm
of Y16' HS Glass wdh .060' SG NartWar
3
8
12
1-1/18'lorioducl l.G.: Ile T Exteda UP- WW Nr Speoc,+ 6'Larmnatetl crosis5ng of l2)Utea of
VIM HS Gass WAN .I SG Intadayer
3
tl
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE
ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET
FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2- THICK. PROPERLY
SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2-THICK OR
PRODOCfRLy@yy
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
g•dwWlae Ffyky
TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
Aury:t+•s N•17-oY2p.04
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE
explwl•vom�
REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS
PER CURRENT FLORIDA BUILDING CODE AND TO BE WAEWED BY THE AUTHORITY
HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
_ * No. sum
REQUIRED. IF USED, NONSHRINK,NON-METALLIC GROUT, MAX. Ile THICK &3400
;
= %�
PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OFTHE
='$O!/�
-7
SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO
Mt
' '�'•
SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED
'��51'":`:omOa.
BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE
�",k,70NAL
AUTHORITY HAVING JURISDICTION.
E,
1070 TECHNOLOGY OR I 1..E
d SLIDING GLASS DOOR NOR (LM) $ 70/05/15 A1.YBNPM
.Ep59i05
N. VENICE, FL 34275
NOTES 11LJJROSOWSKI (941)-480-1600
TO FBC2017, REV. TABLES 1-3kI04/05/17 CERT.GFAUTH202ga
COPY0.IGHT02017
,� NTS 1 OF 18 § MD-780.0 [[ FUI NGUSTJU S INC.
g� B ALL RIGHTS RESERVED
MAX. UNIT WIDTH MAX. UNIT WIDTH MAX UNIT WIDTH MAX UNIT WIDTH —^y
NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PAN NOM. PAN
PER TABLES I3 �- _ PER TABLES I3 J, PERT PERT
MAX.. UN / ® i� MAX.. UNI� / / v �; MAX MAX
HEIGHT 1^k HEIGHT / / HEI HEIGHT
PER TABLES I-3 / iY PER TABLES I3 / / PERT P 8
TABLES
1-PANEL �Y 2-PANEL �Y &PANEL CONFIGURATIONS r 4-PANEL CONFIGURATIONS r
CONFIGURATIONS CONFIGURATIONS
MAX. UNIT WIDTH ICJ
MAX. UNIT WIDTH MAX UNIT WIDTH , PANEL WIDTH
NOM. PAN a NOM. PAN PER TABLES L3
PERT PER T �—
MAX. UNIT
HEIGHT eFe
MAX M in
HE ,a
pp HEI TABLES 13 ern.
PER TA Y PER TA
—us:
w L a
5-PANEL CONFIGURATIONS rills
G-PANEL CONFIGURATIONS CORNER, TYP.
amueww nsra:.+�u�sioewwca¢iwn
NOM. PAN NOM. PAN raOpyCTKE�
PER PER �iNqu�awH�rLRad4
I>_ova..eK
MAX x E+F4.sL�0.tea-
HEI HEI
PERT g PER
-
7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS �;
* : Nm 58705
CONFIGURATIONS NOTES: 'X'=OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH-7.875'
'O°= INOPERABLE PANEL DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT-13.47' =9 C
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB POCKET DLO HEIGHT (TALL BOT. RAI L, #23) = DOOR UNIT HEIGHT-17.29' %p0 sT r���?'•((,��
LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pX100(p, pXXXX ORXXXXp. OXXX IN °P'= PANEL HEIGHT =DOOR UNIT HEIGHT -2.25° "" •'•,!`YOReoP:' \�`
POCKET CONFIGURATION CAN BE OXXXp.
2) 9D- 8135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
ALMNMJME&P.E
3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ALUMINUM SLIDING GLASS DOOR NOA(LM) 101051151070 TECHNOLOGY DR REX zeros
N. VENICE, FL 34275
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CONFIGURATIONS m^JROSOWSKI (941}480.1800
rDETAIL LETTER CERT. OFAUDI. ki8298
4) FOR NOM. PANEL WIDTH, SEE TABLES 13. 1,3�, NO CHANGES THIS SHEET. 4804105H7 COPYRIG .Z9 11
S MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 462.11 FP L i Y I PDTINDUSTRIES,WC
SHEET NUMBER SGD-780 �3 NTS R 20F 18 8f MD-780.0 �$ B Au alONis aESEayso
e jlj�m�ll
TABLES
TABLES
TABLES
TABLES
EL WIDTH
13
_ r I
I
I
. UNIT I
GHT �
13
EL W IDTH
EL W IDTH
NOM
��
���tvatvavv
EL WIDTH
1-3
Y I
I
UNIT
GHT I
I
1-3
IL�
OPT. 1X OR 2X WOOD BUCKSTRIP,
SEE ANCHOR NOTE 3, SHEET 1 DETAIL Al
DETAIL 61
DETAIL C1 ETAIL D1
METAL TYP., SEE ANCHOR
NOTE 4, SHEET 1; MIN. OF 3
CONCRETE/CMU PER
THRu IX D
XBT L
] reRWCK IMO META
THREADS BEYOND THE
ANCHOR REQUIREMENT
1N AVSDNRY
FACING EXT.
METAL SUBSTRATE
FRAME WIDTH
NOM. PANEL WIDTH
TVP.ANCHORTYPE,
EMBEDMENT AND
21 12'FIXED'O' PANEL BRACKET B°
EDGE DISTANCE PER
TOP AND BOTTOM
i
EDGE
SUBSTRATE, SEE
��
p2 v
DISTANCE
TABLE A. SHEET 1& ;:-.,.�
'�
` ��
NOTE 3, BELOW '.
DAYLIGHT----------------�
u
OPENING m
WIDTH e° u I �\J
-
�i_ 1-1@' FROM
{
°0
EACH END
EMBEDMENT.
I
m
I
EXTIMM
�
i111
EDGE DISTANCE ;.',:••
y° 31
EDGE
y .
E Rio° i M
2+ SEE TABLES 1-3 FOR
DISTANCE
1/4' MAX.
—�
I+—
i sz
29 REINFORCEMENT
E%TENDX
i
REQUIREMENTS
���
TYP. ANCHOR TYPE,
L________________J ���
EMBEDMENT AND EDGE
EMBEDMENT
DETAIL AZ
HORIZONTAL SECTION(XXOSHOW Nj "-,,
DISTANCE PER
INro2x wood
SUBSTRATE, SEE TABLE A,
SHEET 1 S NOTE 3, BELOW
DETAIL B2
2X WOOD EMBEDMENT
DETAIL C2
DETAIL D2
BUCKSTRIP OR
FRAMING, SEE
1/4'MAX. DAYLIGHT
evre MK
Iwow owy
``��----------------�
ANCHOR NOTE 3,
SHEET 7
--y OPENING I� SEE TABLES
WIDTH a Y1
FOR 91
i mTmioX
p5
'• EDGE DISTANCE
•'�
RE
REINFORCEMENT
I
TYP. ANCHOR TYPE,
2° REQUIREMENTS
m®pryb2 wuYsi' Nw(y
EMBEDMENT AND
EDGE DISTANCE PER
-
B1P
TYP. ANCHORTYPE.
ate« 7 ?n.oy
SUBSTRATE, SEE
w m
EMBEDMENT AND
Ev>F
IU.
TABLET, SHEET 1 8
w
- EDGE DISTANCE
NOTE 3, BELOW
v
v
PERSUBSTRATE,
��' w
n
m
SEE TABLET SHEET i
f. 13 NOTE 3. BELOW i
°X°`"14`(LYryy"�.
n`.ti�..•. ....Ar .
EDGE
DISTANCE
EXTEw°R
1/4' MAX.
NJ IWVNL.T 6C
CONCRETE/CMU INSTALLED IN EITHER
PER ANCHOff INTERIOR OR EXTERIOR
--- REQUIREMENT DIRECTION. ALL PARTS
/ IDENTICAL.
*: No.58705 -
A-
I
NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SEE SHEET 12 FOR ANCHOR
LOCAT10>6 SPACING
ALUMINUM SLIDING GLASS DOOR bA (LM)
10/05/15
1070 TECHNOLOGY DR
ALYNN MILIFA, P.E.
P.E.rSEros
FOR EACH TRACK CONFIGURATION.
RNOTES, SHEETTAB
3) FORA TO ANCHOR
3) REFER FORAN ANCHOR NTITIES, SEETABLES I3.
gINSTALLATION,HORIZONTA
.3 CT. &JROSOWSKI
N. VENICE, FL 34275
(041j AUTI. W
cER941)-4 0-16 0
4) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE FMRUSIO
EFER TEST
ENO CHANGES THIS SHEET.
�104/05/17
REPORTS FOR EXACT DIMENSIONS,
5) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2.
SGD-780
i
M NTS
.3 OF 18
11 MD-780.0
�4
I B
COPYRIONTo2017
Por INDusTRIEs, wc.
ALL RIGHTS RESERVED
s
INro rnrsoNrsr DETAIL E2
1K &1DKSIRIp ANCHORCONCREREQUIREMENT
PER iMO W000
ANCHOR REOUIREMENi
EDGE
DISTANCE
I/4• MAX. ,
SHIM
TYP. ANCHOR
AND EDGE
DISTANCE PER
SUBSTRATE,
SEE TABLE A.
SHEET I&
NOTE 3. BELOW
FXlER10R
a
NEEDED,
SEE
ANCHOR
NOTE 6,
SHEET 1
y1/4' MAX.
SHIM
IX OR 2X
WOOD
SHEET
— DAYLIGHT
OPENING HEIGHT
DETAIL E3
2X WOOD BUCKSTRIP
CONCRETEIGMU PER
OR FRAMING, SEE
Iwo NAsoNm ANCHOR REQUIREMENT
ANCHOR NOTE 3,'_�.,:.
SHEET 1
EMBEDMENT
EMBEDMENT
1/4' MAX SHIM
TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE, SEE
TABLE A, SHEET I
& NOTE 3, BELOW
PANEL
HEIGHT
�1 FRAME
HEIGHT
1S/8' = TOTAL
SILL HEIGHT
DETAIL E4 DADE APPROVED MULLION, FBC
INro NETAL COMPLIANT ALUMINUM/STEELFRAMING
OR STEEL STUD. SEE SUBSTRATE
EDGE PROPERTIES, TABLE A, SHEET
DISTANCE
L
EDGE DISTANCE
EMBEDMENT
l II ,{j II II II N/4•MAX. SHIM II ,II- II II II II
TYP. IIANCHOR OTYPUE, EMJBJEDMENT 6LTYP.OANCHORUTIPII E, EMBEDMENT AND
AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE
SUBSTRATE, SEE TABLE A SHEET 1 TABLE A. SHEET I & NOTE 3, BELOW
&NOTE 3, BELOW NOTES
OPT. SCREEN TRACK 1) DETAILS APPLY TO 2,3AND 4TRACK CONFIGURATIO:.:..-
ADDON; SIMILAR FOR HEAD SEE SHEETS 12-16 FOR ANCHOR LOCATIONS & SPACING FO
AND JAMB, 2-4 TRACKS EACH TRACK CONFIGURATION.
2) REFER TO ANCHOR NOTES, SHEET 1.
3) FOR ANCHOR QUANTITIES, SEE TABLES 13.
078 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2.
V062 �"'— .713
713 SILL RISER
VARIES WITH
REQUIRED
30 4.409 POSITIVE
DESIGN
PRESSURE,
SEE SHEETS
73.
SILL RISER
15 (4-1/2'TOTAL
SILL HEIGHT)
713
062
V
PLY 780
SILL RISER
12 (IS/8-TOTAL
SILL HEIGHT)
SILL RISER
1G (S-1/4-TOTAL
SILL HEIGHT)
062
�y.713
1.878
SILL RISER
13 (23/4-TOTAL
SILL HEIGHT)
.062
r .713
2.628
i
SILL RISER
(3(3-1/2-TOTAL
SILL HEIGHT)
*. No. NM
�T
114' MA%.:.: -:: _...
SHIM T.'
-
'-'
'�
s'.+. '',p
�EOGE' ��—
DISTANCE
L7/4' MAX SHIM
'�cSs .........: ...NO,.\`.
�O77jONAL E���
'''
EDGE
DISTANCE
•
TYP. ANCHOR TYPE,
EMBEDMENT TYP. ANCHOR TYPE,
EMBEDMENTAND
AANWLL PF.
p,Ey�ps
ALUMINUM SLIDING GLASS DOOR NOA(LM) $
10/05/151070
TECHNOLOGY DR
EMBEDMENT
CONCRETE/CMU
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
2XWOOD
BUCKSTRIP OR EDGE DISTANCE PER
FRAMING, SEE SUBSTRATE, SEE
N. VENICE, FL 34275
(941)-48D-1600
INSTALLATION, VERTICAL XSECT.
pJROSOWSKI
PERANCHOR
DETAIL Fi TABLE A. SHEET I& ANCHOR NOTE 3, DETAIL F2 TABLE A, SHEET I&
NOTE 3, BELOW
NO CHANGES THIS SHEET.
k204105/17
CB .OFA01H.Yt8
REQUIREMENT
w NASDNW NOTE 3, BELOW
SHEETI iNrow000
WG RIGHTQ"17
VERTICAL SECTION
VERTICAL SECTION
SGD-780
NTs
4OF18
i4
MD-780.0
4€B
A RIGHTSBESE D
a
X.
IMERIM
PRODUCE REVIEBB
DETAIL H2 ®�PIwY.+lmm:mm�1
A¢aypk.4mEpee
ate Na 1 -0YZD.O�
OIrtFIDE LOPNER Cuf4v!ba PNe�{ 2,jpti
DEIi\ Cmtnl
3 NV1
Lf
...... 0, .
Nit. 687M
�RIM
W i
as 10
�--
�nDu. u.u.
•n ruim•'
NOTES
7) DETAILS CK
ANDANCHOR
A LYNN NW, RE
p.ES aY1py
@ ALUMINUM SLIDING GLASS DOOR NOA (LM)
10105A5
1070ll.a N- LOGY DR
N. VENICE, FL 34275
(891}480-1500
CORNER ASTRAGAL HORIL XSECT.
m` J
ROSOWSKI
G.g
LOCATION &SPACING.
2) SEE SHEETS 74-75 FOR ANCHOR LOCATION &SPACING. FOR
SHEETS 14 15 FOR
QUANTITIES, SEE TABLES IJ.
3) CORNER ASTRAGAL MAYBE EITHER TO THE INTERIOR OR
EXTERIOR, DEPENDING ON CONFIGURATION.
GERT.oFwm.YzezeeANCHOR
COPYRIGHTON1T
pGT INDUGTRIES INC.
AURIGHTSRESERVED
RnT
NO CHANGES THIS SHEET.
rq�0'N05117
SGD-780
NTS
5OF18
19
MD-780.0
#8
B
OPTIONAL NOW ^
STRUCTURAL ILI
ANCHORSFOR
INTERIOR
POCKETJAMB _
RxrRuofl '
a'
INTERIOR POCKETS MUST
INCLUDE A NONSTRUCTURAL, •`
FRAME JAMB TO PREVENT
WATER INFILTRATION.
POCKET BY OTHERS, SEE
NOTE 6 BELOW.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, -
SEE TABLE A. SHEET 1 8
NOTE 3, BELOW
DETAIL 11
4
INIERIW
IINTO MASONRY
ax
xo
114• MAX.
i EMB�pMEN'T
EDGE
DISTANCE
EA MIN, OF 3 THREADS BEYOND
THE METAL SUBSTRATE
DETAIL 13
EMBEDMENT
INTO METAL
A
EDGE DISTANCE
EDGE
I In
DISTANCE
TYP. ANCHORTYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLEA
SHEET 1 8 NOTE 3, BELOW
USEE NOTE 4, BELOW
IXIEflpR
b
EDGE
DISTANCE
EMBEDMENT
CONCRETE/CMU
-PERANCHOR
REQUIREMENT
EMBEDMENT /
1/4•MAX "-SEE NOTE 4, BELOW
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE E RIM
DISTANCE PER SUBSTRATE, ID
SEE TABLE A, SHEET 1 8
NOTE 3, BELOW CVTDDInD DnnVCY
2X WOOD BUCKSTRIP OR
FRAMING, SEE ANCHOR
NOTE 3, SHEET 1
EMBEDMENT
1/4• _j
MAX.
DETAIL 14
INT07X W
1/4° MAX
EDGE CONCRETE/CMU
-- DISTANCE PER ANCHOR
REQUIREMENT
EMBEDMENT
EDGE DISTANCE
EXTERIOR
DETAIL 12 b
IMO MASONRY
EXTERIOR POCKET
EDGE TYP. ANCHOR TYPE,
DISTANCE EMBEDMENT AND EDGE
r
DISTANCE PER
SUBSTRATE, SEE TABLE A,
SHEET 1 S NOTE 3, BELOW
EDMENT
STANCE
EXTERIOR POCKET
4, BELOW
E%1ET�RI
V
BELOW
* ; NO. m705
NOTES
1)OETAILS APPLY T02,3AND 4TRACK CONFIGURATIONS.
¢ ALUMINUM SLIDING GLASS DOOR NOA(LM)
110/051151070
TECHNOLOGY DR
•gnDI11^- .
0. LYNN MILLER PE
p,E,asa7os
2) REFER TO ANCHOR NOTES, SHEET 1.
3) SEE ANCHOR S SPACING.
g
d P-HOOK EXAMPLES, HORIZ. XSECT.
& J ROSOWSKI
N. VENICE. FL 34275
(941 }480-7600
MAX.&TIT FROM N
4) #10 X 3/4' SMS (� . 5-7 /2° FROM ENDS $12' MAX. O.C.
314' SMS
5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FORALL INSTALLATION METHODS.
NO CHANGES THIS SHEET.
9104/05/17
CERT.OFAIBH. a2B78a
6) POCKET WALL OR CAVITY IS NOT PARrr OF THIS
Y THE AUTHORITY HAVING JURISDIROVALC IONS TO BE DESIGNED BY
SGD-780
NTS
I 6OF18
X
MD-780.0
B
COP IGWGM17
aiRIGHTS
OTHERS AND REVIEWED
,1f
ReseM
:Y
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2)
For..or whorl amlmrege on So' & IN' comeradts, see shaeta 14 & 15
Table applies to Glass Types S. 6. 9
& to containing ANNJIS SG
LamkatedGlades. RaaJorcemonl
Open M3) is rot lagwred in do
Estate, Wencck
oaor tort lbighl
00'
04'
85'
108'
120-
7d/4'Parel ReIgat•'
013f4' ena
0 4 ena gl^
105&�4• vs.. HiPW
...3.- Ponal He,mt-
c rGmep
Are rGmup
AnclmrGmuD
Ana rG
Ancino,Gmop
p a C D
A B C D
A B C D
A B C 0
A B C D
Deign P1936sm
.80/40psf
.80/40pef
+BO/4opd
+ent-70pat
+fin/-70paf
2bV0'
Haposal
GH
G11
GH
G+1
G+1
G+1 GH
G*1
Gat
Get
GH
G+1
GH
GH
CN1
GN
C8N
M61 CA I
C4+1
38'
OLO
Jamb
8
9
B
6
8
8 B
8
10
0
0
8
to
o
8
8
10
10I I'll10
P4 sak
4N
4H
4+0
Mot
dH
4H 1 4+4
4+4
4+4
dH
4H
1 4+4
5+5
1 5+5
5+5
5+5
A5
5+5 5+5
1 5+5
casign P&..
a80/-a'lloaf
+60/AOpaf
+80/40p4
ZO 70Paf
+fin/-mps/
34-118'
HeatIsIll
G.2
G+2
G+2
G+2
G12
G.2 G+2
G24�4+4
+2
C4+2
04+2
G.2
C8+2
C6+1
C0.1
Cfi+2
C0+2
CBN
Cto1
DLO
ymo
a
e
8
B
8
8 8
10
0
8
10
10
e
a
12
10
10
10
5
P4knk
4+4
4+4
4H
4H
4H
4H 4.4
44+4
4+4
4.4
5+5
5+5
5+5
5+5
5+5
5+5
5+5Daoaw
Pressue
.80/4.0Paf
+BO/4Dpsl00/40psf
+fie/-10psf
+fin/-70pf
4 1/8'
He.wSB1
C4+2
G+2
G.2
C4+2
Cfi.2
C&12
G+2
G6+2
C6+2
C6+2
C8+2
C6+2
C8+2
CB.2
C6+2
LB+2
CII
Ca+2
DLO
JaM
0
8
6
6
10
0810
B
B
12
10
e
8
12
12
fo m k
4+4
4.4
d+4
4+4
4+4
4+4
4+0
44+4
4+4
4+4
5+5
5Deiyl
Preaue
.00/40psf
+80/40 ofw/,low46-1fS
Notalrailable In these Sloes
HoedrS01
C4+3
C413
G+2
C4+2
C8+3
Cfi+3
G+
G+3
Ca+2 G+20.0
Jamb
10
8
e
6
10
&
8
10 0 8P4pok
4.4
4.4
4+4
4+d
4H
dN
N4
44H
4.4 4+9
62-tla'
DLO
Desire Pass.
.80/-eons(
+eD/46paf
+78.2/-7&2paf•
HoaNSYI
C8+3
C8+3
G+3
G+3
Co+3
G+3
C8.3
C6+3
Cb+3
1 C6+3
G+3 C8+S
Jamb
1 10
1 8
I e
1 e
1 10
1 t0
1 B
1 B
12
12
0 B
P4 k
1 4"
1 4+4
1 4+4
1 4"
1 4H
1 4H
1 4+4
1 4+0
1 5+5
1 6+5
1 4N 1 444
-X. - -.^ A �
+/-6a.UY4at YV1(VWJJ IiYCJ O,tlSIV. -"JCC YVIV/,VLHJ 6ClVW
Design ure P3ftffAn.h0e '
(1a ell spoxi nonsmalfals on Sheet 2)
For carer eabagal molallege on IXI• & 135+comer u ibe, see closets 14 & 15
Door Unit Height
Table applies to Glass 7ypas 1 -4
�•
68'
containing ANNHS PVS Glazing.
n 4 agN"
0 anal Hai
ReinfomameM (pan M9) is rM
An cna Group
AnalprGmW
required in the Exterior lrdel.k.
A B C D
A B C D
Osage Pressure
+65/45paf
.55/45paf
28-1lB•
Heatl15i0
C4+1
G+1
Ct+1
G+1
C4+1
C4+1
G+1
Cl-I
�.
DLO
Jamb
6
6
B
6
8
8
B
B
tg
P4xxlk
4+4
4+4
4+4
4+4
4+4
4+4
4+4
4+4
tklsigrt Presswa
+65/45 Ps1
s1
34-1/8'
Meadsi0W�l
+1
G+1
+1
G+1
a
42
DLO
Jamb5-
8
8
B
P41odc4
4.4
1
414
Damon Pressat
at
g14+4
40.1/B'
HeadSie+2
G+2
2
G+2
48'
DLO
Jamb8
e
B
B
io1ook4
444
4
4+4
"SEE FORMULAS BELOW
DLO WIDTH = NOM. PANEL WIDTH-7,875"
DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT -13.4T
DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT - 17.29-
PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25"
Top. P11
Water-Limlfed
(+j Design Pressure
SIII
weer
Total S81
Ndpll
Max. (+) DP
NIowM
12
1-5f8'
See Note 2
13
2-3/4-
+50.0 Pat
14
3.112•
+73.3lost
15
4-112'
+80.0 psf
16
5.1/4-
+80.0 PSf
ANCHORAGE TYPE PER SUBSTRATE
TABLE NOTES:
REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR
1) IF WATER INFILTRATION RESISTANCE
QUANTIES LISTED BELOW. SEE
IS REQUIREO,THE LESSER VALUES OF
TABLEA,SHEETI FORCOMPLETE
EITHER TABLE 1 OR 2 AND TABLE CI
ANCHOR LIMITATIONS.
DETERMINES THE WATER LIMITED I-)
THE MAXIMUM OP AT THESE ANCHOR
DP.
QUANTITIES. ADDITIONALLY, THE
2) THE 1-518" SILL RISER #12. MAY ONLY
MAXIMUM POSITIVE DP DUE TO THE SILL
BE USED WHERE WATER INFILTRATION
HEIGHT MUST BE CONSIDERED,
RESISTANCE IS NOT REQUIRED OR
SEE TABLLEE CI, 7, THIS SHEET.
OVERHANG IS PER FIG 1. IF SO, +DP'S
TOTAL # OF ANCHORS CLUSTERED
SHOWN IN TABLES I OR 2 MAY BE USED.
MEP.D 8 SILL AT EACH
ELMEETING POINT. (EX: FOR C4+1,
3) SEE SILL RISER TYPES ON SHEET 4.
NCHORS REQUIRED AT PANELETING
FOUTHE
POINT AND I ANCHOR
4) DETAILS APPLY TO 2, 3 AND 4 Tt'
T MIDSPAN OF PANEL).
CONFIGURATIONS.
TOTAL # OF ANCHORS
THROUGH THE JAMB.
5) REFER TO ANCHOR NOTES, SHEET 1.
THE# OF ANCHORS THROUGH THE
6)SEE SHEETS I2-15 FOR ANCHOR
P-HOOK INSTALLED FROM THE
LOCATIONS & SPACING.
INTERIOR +THE # OF ANCHORS
INSTALLED FROM THE EXTERIOR
0 USED IN EXAMPLE 2, SHEET 10
FIG 1:
r
DOOR ASSEMBLIES INSTALLED
lu
WHERE THE OVERHANG (OH)
s
LENGTH IS EQUAL TO OR
p
GREATER THAN THE OVERHANG
HEIGHT IS EXEMPTED FROM
WATER INFILTRATION
RESISTANCE.
JMINUM SLIDING GLASS DOOR NOA (LM) a 10l05/1:
B ANCHOR QUANTITY TABLE�JROSOWSKI
JPDATED TABLES 1 & 2. In
SGD-780 III NTS 111 7OF 18 hl MD-780.0
N. VENICE, FL 34275
(941}4 1600
C6R71*. OF ADM. Qww
COPYRIGHTOM17
PGT INDDSTRIES, INC.
ALL RIGHTS RESERVED
* No. 58705
�'SS�ONALIENG�`�.
A. LYNN LVLLEn P.E
P.E. Sams
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on shoot 2)
For comer astragal anchorage an 90- 3 139 comer units, sad sheets 14 815
Tshe applies to
Dow Unit Height
Glass Types 7, 8, 11812
W'
04'
w
108
120
132'
144'
T F34- Pend H Ohl^
813�6' Pere sight^
4' Ford Heght^
1053'P Pe— g
11 d' Pen Height"
128.3'4' Panel H VMF
141d14' Perel Heip ^
Rdnbrtement (pan #29) is re red
Ans 3Graup
Antler Group
AnchorGraup
Anchor Gnoup
M.F. r Group
AnclnrGrtap
Amhw Group
in the EslMar lnle4ack
A B C O
A B I C I D
A B C D
—A-T B 1 C 1 D
A Ie C D
A B C D
A B C 0
Design Pressure
+fo5/-115psr
+105/-115psf
•IDS/-115,f
+105/415psf
H05/•1W P41
+8B/-98 ps1
+89/d9 psi
22-118'
Haed/5i0
CCN
d+1
C4*1 C4+1
6+1
C8+1
C4+1 C4+1
L6+1
6+1
6+1 C6+1
CB•1
C8+1
6+1 C8+1
Ca•1
L8+1
L8+1 CBN
C8+1
CB•1
CN1
6+1
C6N
C6+1
6+1
6N
�,
DLO
Jemb
10
8
6 8
10
8
8 8
10
10
8 B
12
12
8 8
14
12
10 16
19
12
10
10
14
12
12
12
P41mk
4+0
4+6
4+4 N4
4+4
4ad
4+4 9+4
4+4
d+4
4+4 dN
5+5
5+5
5+5 5+5
5+5
5+5
Sty 5+5
6+8
1 6+6
1 6+8
1 6+6
8+B
6+6
6+6
B+S
Design Pressure
+105/-115Wf
+101.115psf
+105/-115Psf
+105/-115,f
+105/-115psf
+101.6/-11f.2pa1
+77.9/-853psf
28-118'
HeadISllI
Ca+2
M2
21 CB+2
CB•2
Ca+2
C8+2 06+2
Ca+2
Ca+2
C8+2 C8+2
08+2
C8+2
6.2 06+2
C8+2
C8+2
C8+2 C8+2
CB+2
CB+2 CB+2 C8+2
C8+1
C8+1
C8+1
C8+1
w
DLO
Jana,
10
10
8 8
10
10
8 e
12
12
1D 8
14
12
10 8
16
14
12 10
10
18 12 10
14
14
12
12
P4iaok
4N
4+4
4+4 4+41
4N
1 4N
4+4 44
5+5
5+5
5+5 4+4
5+5
95
5t5 1 5+5
H6
6+8
6+6 5-5
8+8
1 6+6 6+8 6+8
6+6
6+6
6+6
8+8
Design Fort. a
•f05/-115 For
+105/-115psf
a1051-115psf
+105/-115psf
♦105/-115psf
+88/-0.4Psf
+67.3/-738paf
341/8'
Headl6ill
Ca+2
Ca+2
C8+2 6+2
C8+2
Ca+2
Cat2 CG+2
6+2
6+2
6+2 C6+2
6+2
C8+2
6+2 6+2
C10+
CiD+
6+2 6+2
6+2
C8+2 C8+21 6+2
6+2
6+2
6+2
6+2
�•
DLO
Jamb
12
10
8 B
12
10
8 8
14
12
10 8
18
1 14
12 1 10
18
16
12 10
18
16 12 10
14
14
12
12
Pfiook
4N
4+4
4+4 4+4
4+4
4"
4.4 4N
5+5
5+5
5+5 1dN
8+6
B+e
8+6 5+5
7+7
7+7
6+8 5+5
6.6
1HB 1 6+6 I 6+8
8+8
B+8
I B+B
B+8
o.
Design Pressure
•105/-115pef
+105/415psf
+105/-115pof
s105/-115Paf
N05/-115xf
+78/-65.4psf
+5s6l/ Ypsf
E
40-1I8'
HsoNSie
Ca+3
+
C6e3 C8+9
C8+9
Ca+3
Ca+3 Cats
Ca+3
Ca+3
C8+3 Ca+3
C10+3 C1D+3
Ca+3 Cats
C10+3 C10+ C10+3
CiOt
Ca+2
C8+2
C8+2
CB+2
C8+2
CBt2
6a2
6+2
E
4B'
DLO
Jamb
12
10
8 e
12
12
10 a
16
14
10 a
18 18
12 10
20 18 16
12
18
18
12
10
14
12
12
12
P�hook
IN
dN
4N Nd
5+5
5+5
5+5 4+4
6+6
8+8
5+5 4N
8+8 B•8
8+8 5+5
7-7 1 7+7 1 7+7
1 5+5
611
1 6+8
1 8+5
1 8+8
1 8+8
18+8
8+8
6+1
w
48-1/('
DLO
Design Pressure
+105/-115psf
+106/415psf
-101-115,f
♦105/-115psf
+94.8/-1nopsf
Not available in those SISe6
Headisin
6+3 Ca+3
C8+3 06+3
Ca+3
011+3
Ca+3 6+3
Ca+3
Ca+3
08+3 Ca+3
C10+3
10+3
C8+3
0-3
C10+
C10+3C10+
C10+
Jamb
12 12
10 8
/4
12
10 8
18
14
12 10
19
16
14
10
20
18
14 12
P41ook
5+5 5+5
Sa5 4N
5+5
5+5
5+5 4N
8+8
B+B
6.8 4•d
7+7
7-7
7•7
5+5
7+7
1 7+7
1 7+7 1 5+5
60•
52-1/8'
OLD
os.'n proo.
+105/.115psf
+10/-115psf
+105/-115psf
NO3.4/-107psf
•867/-95psf
Fiead/SIO
CB+4
Ca+4
C8+4
CBN
Caa0
CB+d
CBN
Ca+4
CaN
6N
Ca+4
CaN
C10+4
C10N
C10+4
C1
C10t
C10t3
C10+
C10+
Jemb
14
12
10
8
14
12
10
6
18
1B
12
10
20
18
14
12
20
18
16
12
P-hwk
5+5
5+5
5t5
4+4
5+5
5+5
5+5
4N
Us
6+8
BtB
4+4
7e7
7+]
7+]
5+5
7+T
]+7
7+T
5+5
"SEE FORMULAS BELOW
TABLE NOTES
0 USED IN EXAMPLE 1, SHEET 9
1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3
AND TABLE C2 DETERMINES THE WATER LIMITED (+) DP.
2) THE 1-5/6" SILL RISER #12. MAY ONLY BE USED WHERE WATER INFILTRATION
RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DPS SHOWN IN
TABLE 3 MAY BE USED.
3) SEE SILL RISER TYPES ON SHEET 4.
4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEET 1.
6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS 8 SPACING.
DLO WIDTH = NOM. PANEL WIDTH-7.875-
DLO HEIGHT (STD. SOT. RAIL, #22) = DOOR UNIT HEIGHT - 13.47"
DLO HEIGHT (TALL BOT. RAIL, #23)=DOOR UNIT HEIGHT -1729'
PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25"
TABLE C2:
WatoWmited
(+) Design Pressure
Sill
Rise
TOlal Sill
He19N
Maz. (+) OP
AllaSed
12
15/8'
See Nole2
13
2J/4'
+50.0 ps1
14
&1/2'
+73.3 psf
15
41/2'
+100.0Isf
18
5714'
+105.0 psf
FIG 1:
ANCHORAGE TYPE PER SUBSTRATE
REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR
QUANTIES LISTED BELOW. SEE
TABLE A, SHEET 1 FOR COMPLETE
ANCHOR LIMITATIONS.
THE MAXIMUM DP AT THESE ANCHOR
QUANTITIES. ADDITIONALLY, THE
MAXIMUM POSITIVE DP DUE TO THE SILL
HEIGHT MUST ALSO BE CONSIDERED,
SEE TABLE C2, THIS SHEET.
\TOTAL#OF ANCHORS CLUSTERED
THROUGH THE HEAD 8 SILL AT EACH
PANEL MEETING POINT. (EX FOR Cl
6 ANCHORS REQUIRED AT PANEL
MEETING POINTAND 1 ANCHOR + -
REQUIRED AT MIDSPAN OF PANE`
TOTAL #OF ANCHORS
THROUGH THE JAMB.
THE # OF ANCHORS THROUGH THE
P-HOOK INSTALLED FROM THE
INTERIOR +THE # OF ANCHORS
INSTALLED FROM THE EXTERIOR
DOORASSEMBLIES INSTALLED
WHERE THE OVERHANG (OH)
LENGTH IS EQUAL TO OR
GREATER THAN THE OVERHANG
HEIGHT IS EXEMPTED FROM
WATER INFILTRATION
RESISTANCE.
JMINUM SLIDING GLASS DOOR NOA6(LM) & 10/05/15
$ ANCHOR QUANTITY TABLE p�JROSOWSKI
SGD-780 III NTS III 8 OF 18 INJI MD-780.0
N. VENICE, FL 34275
(941).480.1600
CERT.OF AUTH. #2NN
WIFYRIGKT02017
PGT INDUSTMES, INC.
ALL RIGHTS RESERVED
"OTIY LYNN,yj
:\A'1GENS �
No. 58705
TE ) 1 :' 0j-
EXAMPLE 1:
3-PANEL, 3 TRACK STRAIGHT CONFIGURATION - PXXX.
INTERIOR MOUNT POCKET,
48' X 80- NOM. PANELS, LAMINATED, IG GLAZING,
ANCHOR GROUP B IN WOOD SUBSTRATE,
PROJECT DESIGN PRESSURE REQUIRED:.98.2/-108.6 PSF
ANCHORAGE
DETAILS
HEADISLL MAY
FORSTASILRYORTOALIGNA
SPUCED HEADISILL, EXTRA ANCHORS
BE SPUCEO AS INTERIOR CENTERLINE
NEEDED,
I_ CENIERUME
MAY BE ADDED IN THE POCKET
OF INTERLOCK
6• CENhTllJNE CENTERLWE
If OF INTERLOCK
— j
MAIL OFPANaI OFPANEL 2
.I .I
•�]• Y3•PNCHORAGE,
24•MA%.
ANCHORAGE. SHEET 12
•�] µQ
SHEET 12 'C CLUII F E IOR -06•CLUSTER,
E
SHEET 13 fl SHEU13
ENOANWC
V
(MIN, 1AN(
FRAME JAMB
SEE POCKET JAMS
6EOutRED®
INSTALLATION ON HEAD/SILL ANCHORAGE DETAILS
INTERIORPOCKETS
SHEETS P,XXX, 3-TRACK
POCIG:T BY OTHERS SEE
NOTE 6. SHEETS
1'
t
7-H116-MAk
JAMB
ANCHORAGE
DETAILS
USER INSTRUCTIONS:
1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES " FORADESIGN PRESSURE THAT MEETS OR EXCEEDS
THE REQUIREMENT OF ♦98.2/-108.6 AT A NOM. PANEL SIZE OF 48° X 80'. FROM TABLE 3, SHEETS, THE DESIGN PRESSURE IS
i105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS.
FOR WOOD INSTALLATION Hea—CVS C643
USING ANY ANCHOR IN GROUP Jamb 10
B (SEE TABLE A), TABLE 3 SHOWS P41ook 4-4
ANCHOR REQUIREMENTS OR
2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON:
HEAD/SILL: SHEET 13 FOR THE'C6' CLUSTER ANCHORS AT INTERLOCK SHEET 12 FOR THE INTERMEDIATE"-3' ANCHORS
LOCATED AT THE CENTERLINE OF ALL 3 PANELS.
JAMB: 5 PAIRS OF ANCHORS = 10 TOTAL ANCHORS; REFER TO
SHEET 12 FOR GENERAL LAYOUT.
P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4
ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR
GENERAL LAYOUT.
3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON:
HEAD/SILL 8 JAMB: SHEETS 3 84
P-HOOK: SHEET 6
FOR PRODUCT REFERENCES, ALSO SEE:
A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT
LOCATIONS OF CROSS-SECTION DRAWINGS.
B) SHEET 11 FOR SPECIFIC GLAZING TYPES.
C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES.
D) SHEETS 4 817 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E) SHEET 18 FOR A BILL OF MATERIALS.
�. TO BE 24'I Z.OR LESS
CEN ERVNEOFENDPAN£L
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24'. OTHERWISE ANCHORS ARE NOT
REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE:
1MINUM SLIDING GLASS DOOR NOApp(LM) MI 10/05/1!
WGHT DOOR EXAMPLE eb'JROSOWSKI
VO CHANGES THIS SHEET. Iss
SGD-780 NTS 1 9OF 18 a$ MD-780.0
N. VENICE. FL 34275
(941)-480-1600
CERT.OF MATH. IRMN
COPYRIGHT02017
... INDUSm.ES, INC.
ALL RIGHTS RESERVED
MAK.
No. 58"5
9:
"7,, YONAL I00%' •
ALYNNWIJE pz
P.Er W706
EXAMPLE 2:
5-PANEL, 2 TRACK,
80' OUTSIDE CORNER- PXX/XXO,
EXTERIOR MOUNT POCKET,
54" X 84- NOW. PANELS, LAMINATED GLAZING
ANCHOR GROUP C IN CONCRETE SUBSTRATE
PROJECT DESIGN PRESSURE REQUIRED:-68.4/.77.1 PSI
POCKET BY
OTHERS, SEE
NOTE 0, SHEETS
USER INSTRUCTIONS:
1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 1-S FOR A DESIGN PRESSURE THAT
MEETS OR EXCEEDS THE REQUIREMENT OF+68AI-77.1 AT A NOM. PANEL SIZE OF 54" X 84". FROM TABLE 1,
SHEET 7, THE DESIGN PRESSURE IS+801.80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE
REQUIREMENTS.
FOR CONCRETE INSTALLATION HeeNSill C4+2
USING ANY ANCHOR IN GROUP JD 8
C (SEE TABLE A), TABLE I SHOWS am
P-am 4+4
ANCHOR REQUIREMENTS OF:
2)ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON:
HEAD/SILL: SHEET 13 FOR THE "C4" CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS,
SHEET 12 FOR THE INTERMEDIATE'+2 ANCHORS.
HEAD/SILL Tat CORNER: SHEET 14 FOR THE'C4' CLUSTER ANCHORS @THE 80' CORNER.
JAMB: 4 PAIRS OF ANCHORS - 8 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT.
P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO 4
3) INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
HEAD/SILL & JAMB: SHEETS 3 & 4
P-HOOK: SHEET 6
FOR PRODUCT REFERENCES, ALSO SEE:
A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS
OF CROSS-SECTION DRAWINGS.
B) SHEET 11 FOR SPECIFIC GLAZING TYPE.
C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES.
D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
El SHEET 18 FOR A BILL OF MATERIALS.
P. iL'..r k2ViiY+
8irz6:6M55 3ti:%:T:xieK
F9 L? 2z
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r CLUSTER—/ - CLUST
SHEET 12
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N. VENICE, FL 34275
—/
SHEETIS sHEETia
CORNER DOOR EXAMPLE
�JROSOWSKI
d'
(841)4U01.020
HEAD/S ILL ANCHORAGE DETAILS
ENO CHANGES THIS SHEET.
IM04/05/17
a20266
cECWYRI
90° OUTSIDE CORNER PXX/XXO. 2-TRACK
III SGD-780
III NTS
III 10.OF 18 i$
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COPYRIGHMMIN G.
' .",HuA.E..D
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Description
Material
72
Kornmeding 4SG TPS Spacer System
73
Duarlex Super Spacer nXr With Hot Meg Butyl
See this
Sheet for
74
Ouanez Du2seal Spacer
Materials
75
lCardiml )L Edge Spacer
rne•xou.
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GLASSTYPEi(WITH PVB) GLASS TYPE 2(WITH PVB) GLASS TYPE 3(WITH PVB) GLASS TYPE 4(WITH PVS)
GLASS TYPE 5(WITH SG) GLASS TYPE 6(WITH SG) GLASS TYPE 9(WITH SG) GLASS TYPE 10(WITH SG)'
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SHE NOM.
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cuss T=TEMPERED
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_
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AMEA,INC.
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INT. GLASS
INT. GLASS
XL EDGE-
ALUMINUM SLIDING GLASS DOOR
NOA (LM)
10/OS/151970
TECHNOLOGY DR
p LYNN MWER RE
R.EAW7Bs
7R DURASEAL(D
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SPACER
N. VENICE FL 34275
SPACER
GLAZING &SPACER DETAILS
�A'JROSOWSKI
t10-1600
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ADDED SPACERS-JR
4104/05/17
CERT.OFART.OFAUTH. tl28296
WPYRIGWO2017
SGD-780
A NTS
11 OF 18
B�
MD-780.0
��
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PGTINDUSTRIES.RIC.
ALL RIGHTS RESERVED
JAMB ANCHOR LAYOUT FOR ALL DOORS:
2.53' —ftI In-,W DIAG.
241'
rR
M2
AX
O.C.
5.44"
2-TRACK FRAME JAMB
ANCHOR PAIR
2.53"
2�/2 III �R
5.44'
t 3-TRACK FRAME JAMB
ANCHOR PAIR
(ALTERNATE ANCHOR LOCATION
UF—Head/Sill 1 04+1
2.53' 6"DIAG.
MERIOR
24-12°
MAX
O.C.
5.44°
7.11116'
MAX.
;TRACK FRAME JAMB
ANCHOR PAIR
2.53" 6" DIAG.
24-12'
MAX.
O.C.
5.44"
7-11116"
MAX In
AX
I 4-TRACK FRAME JAMB
ANCHORPAIR
NOTES:
1)ALL DIMENSIONS SHOWN ARE
BASED ON MINIMUM ALLOWED,
UNLESS OTHERWISE NOTED.
2) FOR 3-TRACK JAMBS, ANCHORS
MAY BE INSTALLED EITHER IN THE
EXT. OR INT, TRACK.
3) MIN. OF 8 ANCHORS IN JAMB (4
PAIRS).
PANEL
CEMERLINE
EM�1IOR
\J 2.TMCKINTERMEOIATE
1•ANCHORLOGAMN
Pa
CENTERLINE
4.17"
EMERIOR 2. 1. 3.31'
�7-2-ACK NM-I0RRMEDIATE
4TI0N
'•]'ANCHOR LOGTKIN
PANEL
CENTFALINE
3.31'
E �1R R 2.53" 4.ir
V z-TMIXINTERMEDIATE
••T ANCHOR LOCATION
PANEL
CENIEPLINE 4 lr
2.6r
EMEPIOR 4"
V 2"
vA•ANCHORLQGTON
NOTES:
1) ALL DIMENSIONS
SHOWN ARE BASED ON
MINIMUM ALLOWED.
2) SILL SHOWN, HEAD
SIMILAR
E ANCHORS LAYOUT FOR
PANE
CENTERLINE
1
EME�1RIOR
�J STMCKINMtMMIATE
I•ANCHORLOCATION
PANEL
CENTERLINE
4.1T
EMERIOR 2.53° —f~ 1 1— 3.31°
n
�7 }T ANCHO UDGk AN
(ALSO USE WXERE'•PANCNORIS REQNREO)
PANEL
CENTPALINE. 7 4 it
f
ERIOR
3 3- R KINTERMEDIATE
• A'ANC MWQATION
5.06"
4TRACK INTERMEDIATE
2ANCHORLOGTION
(ALSO USE WIV=RE'-I-MCHOR ES REQUIRED)
4TMCKIN UEDIAn
'M•ANCHORLOGTION
)ALSO USE V4HiutE vT
ANGIIM IS REQUIRED)
J(TEn0.10R
V
4LUMINUM SLIDING GLASS DOOR NOA(LM)
1101051151070
TECHNOLOGY DR
A LYNN MLLER, P.E
P.E.F 68]OS
N. VENICE, FL 34275
1NCHOR LAYOUT
C
J ROSOWSKI
(941)-080.1800
40 CHANGES THIS SHEET.
1911041105117
CECOPYRI
SGD-780
NTS
120E 18
g4
MD-780.0
�8
B
LQPYRIGMIESI 17
W 2017
ALLRIIGHTSRESMVVEG
HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS:
ASTRAGALOR
INTERLOCJ SPLICE LDCATKIN
CEMERLINE IFNEEDED
I*2.5Y
EXTERIOR 4.17'
2.1RACURAME
(USEWHERE4 CLWTER
ANCHORS ARE REQUIRED, SP)
ASTRAGAL OR
IMERLOCK�L..SPUCE LOCATION
CENTERLINE I IF SIDED
I 4'
y� 2°
}H 2.53"
EXTERIOR �i�LK ENE 4.17°
(USE WNERE G CLUSTER
ANCHORS ARE REQVIRED,'W)
ASmAGALOR
NTERLOCK—I_.SPUCELCCATION
CEMERLINE I IF NEEDED
3.31"
1.66-
P 2.53'
EXTERIOR 4.17"
I1 2-TRACK FRAME
(USE WHERE B CLUSTER
ANCHORS APE REQUIRED,•CGj
ASTRAGALOR
IMERLOCK SR CE LDCATION
CENTERLINE�IF NEEDED
I 4.17'
2" HDRNS11 1
2.53" Jamb 8
I o P4iOoK 4+4
EXTERIOR 3.31"
I=I 2-TRACKFRAME
I` IUSEWHEREIDCLUWER
ANCHORS ARE REQUIRED, •CIO-)
(FORSPUCE (FORSPUCE
ASTRAOAL OR CONERION, 00 NDT ASTRAGALOR ASIPAOALOR ASTRAGAL OR CONDOION,DO NOT ASTRAOALOR
WE TNIS DETAIL. USE THIS DETAIL
IN*4.1
INTfflLOCK IF WE LOCATNON INTERLOCK SPLICE LOGARON INTERLOCK IMEEKINE IF EEDEDGTION
—�1 SEE NOTE 3)
CELENTERLINEIF NEEDED CENTERLINE IF NEEDED CENTERLINE CENTERLINE IF NEEDED
4" 4' 3.31" I - 2.53' 3,31' - I 2.13"
3' 2.53' 2.53" e
o
4.1 A7' 4.174.17'
EXTETTRIEXTEnRIOR EXTET1RIOR E)TETTRIOR EXTET1RIOR
V 1TRACKFRAME V 1WACK FRAME V ?TRACK FRAME V }TRACK FRAME V STRACK FRAME
(USE WHERE 4 CLUSTER NSEWHEREGCLUSTER IUSEWNEREBCLUSTER (USEWHEREIOCLISTER (USEWMEREIGORI2CLU5TER
ANCHORSARE REpUIREO, SA') AMMRSAREMOUMED,'CG7 ANCHORS ARE PEOUIREO.'CB•) ANCHORS ARE REOUIRED,•Cl ANCHORS ARE REQUIRED, SIP)
ORSFUCE N20DUCfREV®
ASTRAOALOR ASTRAGAL OR CONDITION, 00 NOT ASMAUALOR ASMAGALOR COFORSPUCE MMON, DO NOT ASTRAGAL OR ®®DVif'MYNghdlilOTH[
INTERLOCK SPUCELOCARON NTERLOCK USERIIN.DONL, INTERLOCK SPLICE LOCARON N7ERLCCK USETHISDETAIL. INTERLOCK iFWESKICEUCCARON DP10NgCbBv
CENTERLINE �IF NEEDED CENTERLINE SEENOTE3) CEMERLNE �"IF NEEDED CENIETWNE� SEE NOTE 3) CEMERLINE�IF NEEDED Ew DNO i
i,fi5" 4.17 3.31" 24' 3.31' 3.31'
3.31'
nr uW c
a'Itll IIIIgl2
•``OHV LYo
NIy��A.
2.53" 2.53" 2.53' _ _ _ 2.53" 2.53' `'��:'LICENSF'•:lp+,
u A `*i No.5g7T15 -i
EXTERIOR 4.17" EXTERIOR EXTEROR 4 17' EXTEROR 4.17 EXTERIOR 4.1T 0 �1
�L, 4TMRE4CLUE n A-T EC FRAME 0.TRACK f1LVAE 4TRACNFRAME CLU 4TPACK FRAME K Q
�/ RISE WHERE4CLUSTER V (USE WHERE a CLUSTER (USE WHERE B CLUSTER (USE WHEfiE 10LLUSlER (USE WHERE 100R13 CLUSTER • I 17'�
ANCHORS An REQUIRED. 'NJ ANCHORS ARE REQUIRED,'LB') ANCHORS ARE REQUIRED. "I ANCHORSAREREQUIRED,•C1% ANCHORSAREREOUIRED,-C12-) i'O,L.'.-A}nemN:
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) SILL SHOWN, HEAD SIMILAR.
3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY.
USE THE NEXT HIGHER CLUSTER QUANTITY.
SLIDING GLASS DOOR NOA (LM)
ROSOWSKI
VO CHANGES THIS SHEET. k104/0
5H7 CERT. OFAUTH.nNW
COPYRGHT02017
SGD-780 111 NTS 111 130E 18 0 MD-780.0 �i B ALL RWDUSTRIM INC.
IG TSMSERVED
'ITIII
A LYNNI
HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT:
its.
2.5r 4.17'
2.53'11"
/t 4'
2.53'
4' /—.-I If 3.31"
4\BO'CORNER,?T M
(USE WHERE/CLUSTER
ANCHORSPRERED.ARED.'M
3.31" ---I Imo— EMERIO
9W CORNEA. 2-TRACK
(USE WHERE 5 CLUSTER
M HDRSAREREOUIRED,'OD
J.31- — — EMERIO
Sol CORNER.1TMCK
(USEWHERE6CLU3TER
AN WRSAREREOUIRED,-M
2.53"
2
w GORNER.2.1R x
(USEWHERESCLUSTEA
ANCHORS ARE REGUIRI!D •J
WOR
80'CORYER,}TRACK
(USENMERESMUSIFA
ANCf%]RSME REOIIIRED,'CW)
SS'CORNER, 2TMCK
(USENERE 1C CLUSTER
ANCHORS
7pAR�E0REQUIRED. ' CJg•J
2.53' 4 17•
fiERIDR
80' CORNER,}TRPG(
(USEWHEREfOCLUSIER
ANCHORS ARE REOUIREU,' C1D'
2.53'
NOTES:
Np u u 1 g y n
10,
2 53'
4.17
2 53'
1) ALL DIMENSIONS SHOWN ARE BASED ON
\` y LYNNM
`�
5,06, MINIMUM ALLOWED.
cEN �(�..
d �+.
•':.k
3.37'
2)DETAILS DEPICT ANCHOR QUANTITY AND•
_
No. 53705
- 3.31'
WOULD FOR INSIDE
BE IMILAR FORIN.
_ *
AND OUTSIDE COULD
AND OUTSIDE CONFIGURATIONS.
=9y �`
3) SILL SHOWN, HEAD SIMILAR,
�7 �.��`
per'.
�
"• PYO......
4
4
EMERIOR
�lC �G.�`C
SIONALLP�.
3.3Y EMEWOR
4' ' EMERIOR
4.17
I�-TI
w•CORNER, 4TMCK ST CORNER, 4TRACK V eo• cORNER.4TRLO(
ALUMINUM SLIDING GLASS DOOR NOA(LM)
101051151070
TECHNOLOGY DR
A LYNN MILLER, P.E
REA55TD5
NSEWHERE40RBaUSTER (USEWKEREBCLUSTER (USE WHERE 1a CLUS2ER
pNCHORSPRE REONRED,'J MCHORSAREREouIRED,•rJ p HORSARE aeoulREo,•cJ
ANCHOR LAYOUT jb JROSOWSKI
N. VENICE, FL 34276
(941)480-1600
MI NO CHANGES THIS SHEET.
��
04/05/17
CERT.OFAUTH.4.2E3
SGD-780
II NTS
111140E 18$
MD-780.0
I$
B
COPYRIGHT02012
AL RIIGHTERESERVED
P-HOOK ANCHORS LAYOUT
FOR ALL DOORS:
NOTES:
1) SEE TABLES 13 FOR EXACT QUANTITY
OF ANCHORS REQUIRED IN THE P-HOOK
FIdPEYcFFAW9 iOl1E FCLLOW WRfgOIhT 1LLIB
PIU9l1ANGItli LOW1R5:
I I
Hea(YSill C4+1
HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT:
4'
ER_ EWOR
10
E RERIOR
3.31'
3.31• - 1 --
13 CORNERS.T K
(USE WHERE A OR B CLUSTER
PNCHORS ME RECUIREO,'�
EXTERIOR
3.31' V
135' CORNER E-TMCK
IUSENMERE5CWSTER
ANCHORS ARE REQUIRED,' J
2.St
4'17•
EXTERIOR
4•
ti5•COIWE0. (USE WHERECLUSTERUSTER
CH ANORS ARE REOUIPED, •M
135' CORNER. 1-TULCI( 13YCORNER.4-TRACK
(USEWNEw:4MUSTl1 (USE WHERE D OR S CLUSTER
ANCHOR3ARE REOUIREO.'Cd• ANCHDPS APE REOUIPEC.'J
TOINE
WREN
NOTES:
DALE DIMENSIONS
OWED.SHOWN ARE BASED
ON MINIMUM ALLOWED.
2) DETAILS DEPICT ANCHOR QUANTITY
AND SPACING, AND WOULD BE SIMILAR
FOR INSIDE AND OUTSIDE CORNER
C 1 CONFIGURATIONS.
8 3) SILL SHOWN, HEAD SIMILAR
4+4
r
135' CORNER, E-TRACK
(USE WHERE D CLUSTER
ANCHORS ARE RECLAMD. • CS'(
15SCORNER.1T K
(USEWREREIDMUSTER
ANCHORS ARE REONPED.-C17)
7'
13P CORNER LTMCK
(USE WHERE 10 CLUSTER
ANCHORS ARE REDUI RED, • c 10')
13VOORNER,2-TRACK
(USE WHERE 10 MUSTER
ANCHORSARERECUIRED.-CIV)
PRODUCTRRVLSRO
—PM48n8D Ibdu
U�acAl pa No
84Jrotlw Wlcz.2.
h.
n'MG Pimtl
I11uiI ubTT
Y LYN '
ON .. N.
:'uGENSE'NO. 0705
•.
?:
v +� -717 i7..4W
IMINUM SLIDING GLASS DOOR NOA(LM)
110/051151070
TECHNOLOGY DR
A LYNN MILLER PE.
P.Ex5ETo5
N. VENICE, FL 34275
:HOR LAYOUT �G J ROSOWSKI
CHANGES THIS SHEET.
42
04105/17
RT.OFA80-1800
9296
cECOPYM
02017
cOPYwwrto2Dn
D-780
TS
I NTI
16 OF 18
18
MD-780.0
Mt
B
L R
AIGHTS RESERNVED
IMIDEW
OIII'WW
IN310E1N'
OI) *E9*
ONISIOElW
INSIOE1W
PANEL
SINGLE
NER OCN
GWGIP
ER OCK
DOBBLE
FIXED
LOCXSRLE
A GAL
ASTMGAL
BOX IN
ASTRAGAL
ASTRAGAL
SOXOUT
ASTRAGAL
RECEIYQI
OUTSIDEW
ASTRAGAL
ASI L
RECENER
CORNER
LOCKSTILE
CORNER
LOCI LE
OIfIG[Wl W'
ATRA A
INISIDE135'
ASTRAGAL
ASTRAGAL
RECE
ASTMGAL
RECENER
00
IH
IN
IN EdOCK
STILE
WI HANDLE
BOX IN
W/HANDLE
BOXOUT
WI IIA M
WW/WANGLE
RECENER
W/WWOE
W/HANDLE
W'N M
RECENER
RECENER
W/HANDLE
WI HANDLE
TYPES
wB =
E
F
PP
K
L
L
TA
TC
TR
TQ
TV
TW
OLR
IMTM
fMAOLO
I SNTEILLOOK
8
P
A
C
C
SA
SC
IC
SQ
SV
SW
IN
pxw
(N�ORI
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l
YR
GR
NTERLOCK
RR
Y
S
S
FD
FC
FV
FW
sn E
R
M1CYM
P'iYLWO
LOCNSTILE
W/IP
D
M
G
J
W
J
W
DLE
AS GAL
BOX IN
PANEL NOTES:
LEFT Q INTERIOR RIGHT 1. SEE DP/ANCHOR TABLES 13, SHEETS 7-8 FOR PANEL SIZES
PANEL ---" PANEL
8 DESIGN PRESSURE.
ASTRAcu
Box w
W/HRNN1
STILE EXTERIOR STILE A PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY
ARE NOT AVAILABLE.
CONFIGURATIONS AND
Boz ou�rL
T
U
PANEL'E'SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
APPLICABLE STILE/ASTRAGAL REQUIREMENTS. 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL
CONFIGURATIONS IS 80'.
LR
WR
wBOzou rwvroLE
�q„I
puur0
SILICONE
INS.9p ASTRAGAL
RECFJYER
AT
AS
DF
.ND E
BY OTHERS
5116'
51 WASHER
PROIRCrREVEW
Pbmf 03cW n1So
MWlbivf
OSG
^F
RELEI ER
(!
INN8X 1' PH SMS,
USE2TRACK
FRAMES
Gode
(w• �,L�„_
RECErvm
CT
L.i I
CS
V�7
wiHum\E
2-TRACK
FRAMESB
4SCREWS FOR
l
��'' Pf=�LLf'seSaf
INS. BO'CORNE
LOLIQMI
RT
Cl
AII++III III////
w wNm E
5D 5/16'X2' 4-TRACK FRAMES
LAGBOLT
aON „LNAfM��S
Wrt. rN•coRHER
LOG16nLE
QT
QS
PANEL CORNER DETAIL FRAME CORNER DETAIL
Nn 68705
OI1rsIce1%'
VF
E
SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN
IgyTM1GAj,
gp-�
RECENm
WF
•'• "LORION,::G`��:
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/1111111+1\\
ALYNNMWX P.E
OUiS10E135'AGT.
RELENER
VT
VS
WIHAIOLE
ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR
N. VENICE, FL 34275
PANEL TYPES & J ROSOWSKI (Bdi )-480-1600
P.Ey SB)05
INSIDE 135•AU.
RECENER
WT
WS
W NAIDE
NO CHANGES THIS SHEET. $1 04/05/17 CERT.OFAUTH.f33ESB
C UGHTOYOt]
M
SGD-780 NTS 1 16 OF 18 if MD-780.0 �1 B nLRIOiSREsERWD
L- 4.741 J�h� 5.186 zwl Lr 9.000 1.184 1.0844 1,0841 I I"`- 1.084 '606 � . 239 r .306045
.100 � � I� rLr
2.000 .074 - 1.B38 ,0 44 1.938 .040 1- .717
T .Beo .oaD�l O O
21 PANEL STILE OP/BOTTOM RAIL -41/2" 22 TALL BOTTOM RAIL -9' .090 30 INTERLOCK TRIM COVER 31 FRAME SCREW COVER
8.815 5 7.443 1,783 r .138 r .293
1.947 I+- r
r- 2.380 }+71.938 �..- '442 -y ,740 ji2-�F3�J�j.
5mm5�� I7r5�R LI 11.144 .241 126 i-�I Imo{- .847
1.0824
� 75 2.3L 2.7102 .101 1.172 .076 �5 .045
J_ II O1 2-TRACK JAMB 37 CORNER BACKER PLATE 20 SILL MOUNTING STRIP
O24 STILE 26 INTERLOCK se DOUBLE INTERLOCK 27 SNAP RAIL g0 INTERIOR BEAD O2-TRACK JAMB W/SCREEN � ram- 1045t ` 1.019 30! -
ADAPTER O ADAPTER O ADAPTER OADAPTER O
O3 3-TRACK JAMB , 1.993 1.872 050
1.300 L 2.781 ' .082 � .062
125 �� , 1.✓ O .062 � �REEN �CYYREEN SCREEN !
L Zp 125 1.801 ,090 420 4 4•TRACK JAMB 1.818
.583 .374 �' .090 +++III 888 III���---���{{{ 2.723 111 BOTTOM 112 STILE t14 ASTRAGAL
A 1.793 C REIN °-�� � 2.442 � 2j 83�J� EXTCOVER .425
OR CASTRAGAL KER PLATE 23 INTERLOCK REINFORCEMENT O P-HOOK E9 °O' PANEL BRACKET �jF�ry^��-y 1 094 2.835 17 W/SCREEN 2.028
OB4 2.424
1.521 .12
L40 7205 90° CORNER 90° CORNER .698
1.455 1.000 OLOCK ASTRAGAL ORECEIVER ASTRAGAL rl 307 966 125
mTiTrn�mFI1 11144 -.I OP -HOOK MOUNT .307 1,8651--- O
18 INT-IXT SILL COVER
S.600 I
11 4-TRACK SINGLE HEAD .110 3.359 2.471 .125 O ASTRAGAL P4100UCf RkVffi8D
.090 .080 -"'� 3•�9 -� 1
L .045 I}� �A 1.518 asma*bx8 tkeFbku
1.405 2.01�gg �3 .062 .901 t�Na 1 -0 ia.0y
7.495 928 135' CORNER 135° CORNER
�1 8.615 - ��_ 8794 OLOCKASTRAGAL 36 RECEIVER ASTRAGAL t9 MID -SILL COVER SCR ISG .LV+tea-.
3-TRACK SINGLE HEAD OS 2-TRACKSILL .912 OTRACK ADDON
1E`0 LY/r///
090 .090 857 r.762 .857 .782 • QO: ....•..•••.,�,
1�-�.T� .290 -�-I
L L also .850 .050 i:85 �.850 .040 No.5B705
1.405 I 1.495 ,926 .045 '�5 .060 �L 1�T .050 - QV16 : t4
Y N 7.44Y3 71 �7 rl 9.323 B1 OGEEBEAD O� OGEEBEAD fi3 OGEE BEAD OO SOUAREBIEAD 65 SOUAREBEAO 86SOUAREBEAD 0 /7-•��
O2-TRACKSINGLE HEAD W/SCREEN OS 3-TRACK SILL "" Fzalto?: •'�_��
1.423 II°- '.�Fss.......... NG�.
L oeo 090
i/ANAL
Ff- 1,048 1.872 /h rnnitH`
1.993 A LYNN MhLER P.E
1.405 1A95 .928 .062 ALUMINUM SLIDING GLASS DOOR NOA(LM) 101051151070 TECHNOLOGY DR P[nsams
@ N. VENICE, FL 34276
�I--- 0.085 ^4 f 1 11,853 -'� EXTRUSIONS 8� J ROSOWSKI T.0FAUTH.U941 0 J
-.-�-s- .045
'O2-TRACK SINGLE HEAD Oi 4-TRACK SILL ASSEMBLY SCREEN17
SCREEN ADDED#110. Ja04/05/17 cERT.OFAWO23293
7t0 TOP fl31NTERLOCK POTM U RESWL
NOTES:1) SEE SHEET 4 FOR SILL RISERS, ALL DIMENSIONS IN INCHES. SGD-780 .25 17OF18 E$ MD-78D.0 14 B ALL RIr SRE3 VED
TABLE D:
TABLE D. CONTINUED:
TABLE D. CONTINUED:
tl
Part Is
Description
rRowcraEVlseD
ne,cpDhtllHpYeifuW-
P..a01w iYoY2o.o S�
.
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S70NALIE
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ALUMINUM SLIDING GLASS DOOR NOA (LM) 70/OS/157070 TECHNOLOGY DR
aE nFx� a, P.E.
N. VENICE, FL 34275
PARTS LIST
8JROSOWSKI
80-1600
NO CHANGES THIS SHEET.
CERT OFAUIH. Y29296
Fn`-OF
J$ 04/05/17
IILJILI�\�..I\/=i�IYLL,,LJ�II
NOTES:
COPYUGH 02017
1)1111l O41,B659.75.79a02-109ME
NOTUSEDANO ARE NOT PART OF THISAPPROVAL
SGD-780 NITS 18OF1B Qi
IH 3
MD-780.0 C POT INOUSTRIES,INC.
y? B ALLRICHTSRESERVED
�J
Materiel
8134
2-Track Jam
6063 T6 AI
2
8135
2-Track Jamb wltn Screen Rail
6063 T6 Al
3
8133
bTmek Jamb
6063 TB At
4
8132
4Trzck Jamb
6063 76 At
5
0116
2-Track $ill
60W T6 Al
6
0116
bTrack Sill
6063 76 Al
7
8120
4Tack 531
6063 TB At
B
8127A
2-Track Head
808316 At
9
0728A
2-Track Head vrim Screen Rail
6063 T6 At
10
8124
3Tmck Head
6063 T6 At
11
8121
4Track Head
6083 76 Al
12
8140
Sill Riser- 7u`re'
6063 76 At
13
8139
Shc Riser-23I4'
6083 T6 At
74
8138
Bill Riser -3.1/Y
6063 76 At
15
0137
Sill Risen 41/7
6063 76 AI
16
8162
Sill Riser-5-1/4'
6063 T6 AI
17
8179A
FxI. BIII Cover wim Screen Rail
6063 T8 At
18
0117
mtExt. Sill Cover
6063 T6 At
19
0115
MIDSIII Cofer
fiW3TB At
20
8183
SIII Mounting Sbip/Arxtar Plate
BOBS TB At
21
8012
panel Stile
AI
22
8014C
Tap'Battom Rol
TO Al
23
8013C
9' Tell Bottom Rail
AI
24
8104
Stile Adaptor
At
25
8102
Interlock Adaptor (Single)
At
26
8101
Interlock Adaptor (DDuda
At
1�3M
27
8103
Top Snap Rail Adaptor
6AI28
8105
Astragal Backup PlateBAI29
8192
mtenock Relnbreement
5 AI30
820D
mtetlock Screw Covarwlm Talol
6Al31
8138
Frame Screw Coler
6AI32
8107C
Astragal
6 AI
33
8110
90•Camer Lock Astragal
60H3 T6 At
34
8111
90'Comer Astragal Re4elver
606376AI
35
9704
t35°Caner Astragal
6083 T6 AI
36
8205
135° Passise Comer Mount
6083 T6 AI
37
8112
90° Comer Astragal Backup Plate
6083 TB At
38
8108
Pocket Odor P-Hook
BOSS TB At
39
BIDS
Pocket Door PJbok Mount
fi0B3 TB Al
40
9141
Screen Frame Atltlan(BIIO
6063 T6 AI
41
8742A
Screen Frans Atltlan(Heatl)
fi063 Tfi AI
42
8143A
Screen Track Adtlon
BOBS TB Al
#
Part#
Description
Material
43
7fi85
1-12'X1"X3/4°Fin Seal Oust Plug
44
BTP2d8
Vinyl Bulb Weatherstrip � interlock
Flex PVC
45
BTP277
Vinyl Bulb Weatherstrip � P-hook
Flex PVC
46
1644
.107' X.270' Weatherstrip
48
8175
Comer Aslmgal Beal
49
1270
7l2° X 7.1I8' Open Cell Foam Pad, 3+Panels
50
5/18' X2' Lagbolt
SS
51
8797
Legtwtt Washer
Nylon
52
8153
Tandem St. Sit. Roller Assembly
SS
53
8753
Tandem Nylon R011erAssemDly
Steel
54
#10' X 1-1l2' Ph. PH. SMS (� Roller
SS
55
8052
Roller Adj. Hole Plug
PVC
80
8022
Interior Bead
6083 TS AI
B7
8150
7/16' 00 Bead
6063 T5 At
62
8145
9/18' OG Bead
8063 TB All
83
8146
1.7/16' OG BBBD
8083 T5 At
84
8150
7/18' Square Bead
8083 TS At
85
8148
9/16' Square Bead
BOSS TS At
88
8149
1-1/18' Square Bead
BOSS TS At
87
6TP217
Vinyl Glazing Bulb
68
1843
Foam -tiled Glazing Bulb p178' glazing only)
89
Dow 899, 995 or Instentgl
BIII Dt Material
tl
Pert#
DaseHpOon
Material
110
431
Bcleen op i
e
111
4318
Screen Bottom Roll
fir)63 TB Al
112
4319
Screen Side RaVLaekstile
6063 TO AI
113
8152
Screen lntenockA er
fi0fi3 TB At
iib
4344
Screen Astragal
6063 T6 Al
115
7SRA2
Rater
Nylon
116
7SRA%
Roller
SS
117
1/4'X1°MS ®Tap Ball
BS
11B
1/4' %1-1R' MS � Bottom Rail
SS
119
Screen Lockset
Steel
120
653
Screen Lack Keeper
Stee -
121
7179
r310 %3/4' Ph. PH. SMS ®Keeper
SS
122
1783
.27[Y' X.1H1' Weathemhip
123
1fi92
Screen8 line -.165'
Vim/t
124
Screen Cloth
Fibemlase