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Mir
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
1'.805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov%economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-780" Aluminum Sliding Glass Door w/90a & 135° corner (Reinf/Non-Reinf) - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-780.0 Rev B titled "Aluminum Sliding Glass Door (L,M)", sheets I
through 18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max Panels configuration is allowed per tables 1 thru 3, not to exceed 462.11 ft. The inside/outside 90' & 135'
corner units are limited to straight panel each comer 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 thru 15 for anchors lay out at
tracks and corners. See Pocket anchor details in sheet 6.
3. Pockets wall, cavity are not part of this approval. Exterior/Interior Pocket wall & applicable Egress requirement
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number -preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises and renews NOA 416-0629.10 and consists of this page 1 and evidence pages E-1 & E-2, as well
as approval document mentioned above. g,���
The submitted documentation was reviewed by Ishaq I. Chanda, P.E. JJLL`` Copy,
NOA No.17-0420.04
MIAMMADE COUNTY Expiration Date: August 02, 2022
Approval Date: July 27, 2017
Page I
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. M D-780.0 Rev B titled "Aluminum Sliding Glass Door (LM)", sheets 1 through
18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked —up drawings and installation diagram of Aluminum SGD (w TPS, Super,
Cardinal & Duraseal spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)
FTLr8717, FTL-8970 and F 17 8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed and sealed
by Idalmis Ortega, P. E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
Along with marked —up drawings and installation diagram of Aluminum SGD w/1350
interior/Exterior comer & interior pocket mount, prepared by Fenestration Testing Laboratory, Inc.,
Test Reports No(s) FIT —8322 and FTL-8374, dated 08/06/15, both signed and sealed by Idalmis
Ortega, P. E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab)
Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by
Architectural Testing, Inc., Test Report No. ATI-8124.01-401-18 R, dated 11/13/2008, signed and
sealed by Joseph A. Reed, P.E. (submitted under files # 12-0516.04)
Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTLr5619,
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 POT, signed and sealed by Lynn
Miller, P.E.
2. 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. (submitted under
file #15-0003.09)
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
'Ishaq L Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.04
Expiration Date: August 02, 2022
Approval Date: July 27, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14.0916.11 issued to Kuraray America, Inc. (Former E.T. DuPont
DeNemours & Co.,1nc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers",
expiring on 07/04/18.
2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc.) for the "Trofosil Ultra clear &'color PVB Interlayers (former
Butacite)", expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6' Edition) and FBC 2014(5' edition), prepared
by PGT, dated July 17, 2017, signed and sealed by Lynn Miller, PE.
2. Statement letter of conformance to FBC 2014(P edition) and letter of no financial interest,
prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller, P.E. (submitted under file
#15-0903.09)
3. Spacer reference e-mail by POT dated Jan 13, 2016, signed by Lynn Miller, P.E.
4. Lab compliance as part of the above referenced test report.
G. OTB ER
1. This NOA revises & renews NOA #16-0629.10, expiring 08/02/22.
2. Test proposal # 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.04
Expiration Date: August 02, 2022
_ Approval Date: July 27, 2017
l E-2
SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR
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 El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33.1/3% 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 NONS, ANS#AF&PA 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: FTLS254, 6273, 6618. 5619, 8322, 8374 & ATIS1241.01.401-18.
TABLE A
Anchor
Group
AnchorType
Frame
Member
Substrate
Ulm Edge
Distance
Nn
edment or
Thickness
AGr.
#1241OSSSMS
(mRof3throadsbeyand
substrate)
A8
5 m re(6O� )
1
803)-T5 Aluminum
WB'0.06T'metal
A30 Steal
WB'
0.G50-
33 Sled Stud
WB'
-(18Ga)All
txi�r
ml, F� 96 kei
Conorate (Mn. Z22 kel
1-1/2'13r8'110EJwA96raGORWO
JWF1 P4eok
HIM Black (ASTM M
7
7Jamb
I P4eok
Haffm Black(ASTM C90)
7
1-1/4•F-57
A6
Soutem Pre(SG-0.55)
1'14r#12
B
Steel SMS ((Tr. 5)
(men. ot3 tNeeds beyond
rteW substrate)A38
A9
old m re S
e
6062'75 AlUminm
&W
Site.
0.083•
Steel
WB'
W1W
O.OW-
Gr. 33 Steel Stud
318,
W76'
0.045 18 Ga
C
114'ElcoUlacCoadD
Fyo155 kal, F. 177 kal
At
COncmN n.235 W)
1'
4'
14W
Jamb I P-hock
LploN Block (ASTM C90)
1'
11'
1-1/4'
V4• Eleo U mCoUcS
F-1S5Iul,F�y1nksi
Ail
rate
n. 2. )
2-
Jornb/P-mok
Filled Black(ASTMC90)
2-Vl
4•
14r4'
Jamb/P4ed1
H011ov Black (ASTM C90)
2.17
e'
1-1/4-
D
1/4.41055 EI4a
OotaFlexe
F -127.4 ks4 Fu=189.7 MI
FIEW/SIII
CoMrete(min 3.35 keg
1'
4'
1-314'
Jamb/P400k
Concrete (min. 3.35 ke0
1'
6'
I've
Jamb/P4eolt I
HWMBIock(ASTMC90)
1-34' 1
S' 1
1-1/4•
All I
Sudham Pme (SG- 0.55)
1'
1'
14m•
1) WHERE 5Ua5TRATE OONOMONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OFTHELOWESTLE7TER FOR AU -TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPESARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU a 45 KSL MIN FY=33 KSL
4) FILLED BLOCK VALUES MAYALSO BE USED W
HOLLOW BLOOKAPPLICA71ON3
CODES/STANDARDS USED.
I IMPACT RATING
•2017 FLORIDA BUILDING CODE(FBC). 6TH EDITION
RATED FOR LARGE& SMALL
s2014 FLORIDA BUILDING CODE (MC), STH EDRION
MISSILE IMPACT RESISTANCE
aASTM E130BD9
eANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
IDESIGN PRESSURE RATING
-&UMWUM DESIGN MANUAL, MWM15
•AISI Si0P12
SEE TABLES 1-3 & C7472
•AISC 3 10
ON SHEETS 7 & 8
NOTES .............
7S
IG DETAILS ............
11
)R LOCATIONS. ......
12-15
TYPES ...................
16
S I O N S .....................17
LIST .....
Is
TABLE B: SEE DETAILS ON SHEET 11
Gw
Ti
Description from Exfador to Interior)
Table
Sheet
i
711WLamreted:(1) Ute ofYIV ANN Glass and (1) Us of WIV HS Uses wiN.O90' PVS Imadayer
2
7
2
WIW Laminated: (1) Ute of 1/4- ANN Glses end (1) Ute of 1/4' HS Glens vAh.W PVS humayer
2
7
3
1-1/1V Lamineted l.G.:316•TExterior Cap +711W Air Space +7/16- Landrod cmel¢Wp of (1) Ute
2
7
a W18• ANN Gass our (1) Ura of W15' HS Gore WM.M- PVB Ntelaym
4
14/18'Lamdnatad LG.:1/4-T Esterlar Cop +XW Air Space+ 711V Lammeted crosimmir or (1) Ute of
2
7
W18-ANN Glass and (1) Lite of3118' HIS Glass Wth .OBO' PVB Imedeyer
5
7110' Lemnmed: (1) Ute of W16' ANN Glass and! (1) Lite of W16• HIS Gies Wth.090' SG Intedayer
1
7
hWIT
terminated: (1) Life of IIV ANN Gloss and (1) Life of 1/4' HS Seca WM.080• SG mtedeyer
1
7
7
7116-Walseted:(2) Utes O1 W18' H9 Glees MM.09P SG mbdeye
3
8
ir
811V Lamisted: (2) U t. of 1/4- HS Gass Wth.09m SG Wormer
3
8
9
1-1/10-LaNneted l.G.:3H6"T Exterior Cap +711W Air Space+ 7/18• Lemineted Conels0ng of (1) Ute
1
7
of3118' ANN Uses and (1) Ulu of WIV HE Glass Wlh .09C' SG Infedeyer
10
1411S'Leadeacedl.G.:V4'TExmdor Cap +3FW Air Space+ 711T Lanmeted consisting Ed (1) Ute of
1
7
WIB' ANN Glass and (1) Ute of 3/1W tG Glass WIh.O SG Intedaytt
11
1.111W Lelrurefed 1.G.:&I W T Exterior Cap +711V Air Space+ V16' Laminated consisting a(2) Utes
3
B
of WlW HS Uwe with .OW SG interwar
12
1-1/18'Leminated LG.:1/4'T Exterior Cop+WW Air Space+MIT` Lerrinadmi conssting of (2) UTes of
WIV HS Glees Wm.090•SG [nMfttt
]
8
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 CIVIL. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR
GREATER IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE
REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS
PER CURRENT FLORIDA BUILDING CODE AND TO BE RE IEWED BY THE AUTHORITY
HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT _ * ; No. 58705
REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, MAX. 1/4' THICK & 3400 =_
PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE
SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO � j•'•.• y Ij 7
SUBSTRATE. IF SUBSTRATE IS WOOD,30# FELT PAPER OR MASTIC IS REQUIRED •'•.RORIDP,.
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE �'S -
AUTHORITY HAVING JURISDICTION. "61VAL E
1 SLIDING GLASS DOOR NOA (LM) fl 10/05/15
NOTESJROSOWSKI
JAJUPDATED TO FBC 2017, REV. TABLES 1-3 IIIIA104/05/171
NTS III 1OF18 1181 MD-780.0
D70 TECHNOLOGY DI
N. VENICE, FL 34275
(941)-480-1600
CERLOFAUTH.#28288
COPMGMT02017
PGT INDUSTRIES, INC.
ALL RIGHTS RESERVED
A. LYNN
MAX. UNIT WIDTH ^ MA%. UNIT WIDTH
NOM. PANEL WIDTH I f�7 NO PANEL WIDTH NOM. PAN
PFR TABLES 13 PER TABLES 13 PER L
PERM
TAABLESI / ri PERK ESI1/ /�I i PERT
1
-L WIDTH
,BLES 1-3
NWa.UNJI
WIUIM
1
i
I
'UNIT
j
GHT
BLES 13
MAX. UNIT WIDTH MAX. UNIT WIDTH
NOM. PAN NOM. PANEL WIDTH
PERT
M
HEI
PER TA
1v
7IImmo��
v
v
v
5-PANEL CONFIGURATIONS 6)
MAX. UNIT WIDTH
I NOM. PANEL WIDTH
PER TABLES 13
MAX.. UNIT
k HEIGHT
€ PER TABLES I3
IE 1
NOM. PP
PER
6-PANEL CONFIGURATIONS
W
vA
NOM. PAN]
PER Ti
MAX
HE
P
TABL
iLWIDTH
BL1-3 ES1-3
rvwa. unn Wium
UNIT
r i
i
j
GMT
ER
ES 7i 3
/
/
�
aakr
MAX. UNIT WIDTH
NOM. PANEL WIDTT
(� PER TABLE
j
MAX. UNIT
HEIGHT
PER
TABLES I3
li
I
I
L
4-PANEL CONFIGURATIONS e
MAX. T II. UNITq A�G HEIGHT
PER TABLE513 PERBLESI3 / 7-PANEL CONFIGURATIONS r 8-PANELCONFIGURATIONS
* .0.66705 * i
CONFIGURATIONS NOTES: ' OLD WIDTH= NOM. PANEL WIDTH -7.876' _
X"=OPERABLE PANEL DLO HEIGHT (STD. BOT. PAIL.#22)=DOOR UNIT HEIGHT -13.4T' 11
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB °O' =INOPERABLE PANEL 4
DLO HEIGHT(TALL BOT. RAIL,#23)=DOOR UNIT HEIGHT-77.29° sT I�•�4,
LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXX%(p, p%J00(OR XXXX OXXX IN "P°=POCT -
P• PANEL HEIGHT UNIT HEIGHT-225° �5•.,!i0m0P:'G�
POCKET CONFIGURATION CAN BE OXXXp.
'iisP"NAI 0.
2)W8135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. aLrnsMflm l0 PP
ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/15 1070 TECHNOLOGY . p,E.W 50)OS
3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND N. VENICE, FL 34275
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CONFIGURATIONS m^JROSOWSKI CERT.
A8 .1$2(0
DETAIL LETTER CEBT. of AVIH.P2B266
4) FOR NOM. PANEL WIDTH, SEE TABLES 13. ® NO CHANGES THIS SHEET. I& 04/05/17
COIWUS RB2617
5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 462.11 FT' poi ispuS RESE W
SHEET NUMBER SGD-780 '� NTS � 20F 18 �'£ MD-780.0 �4 B ALL RIGHi3 REseavBO
OPT. IX OR 2X WOOD BUCKSTRIP,
SEE ANCHOR NOTE 3, SHEET 1
CONCRETE/CMU PER
ANCHOR REQUIREMENT
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE A, SHEET 1 8
NOTE 3, BELOW '.
EMBEDMEM
EDGE DISTANCE
2X WOOD
BUCKSTRIP OR
FRAMING, SEE —
ANCHOR NOTE 3,
SHEET 1
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE A, SHEET 1 &
NOTE 3, BELOW
EDGE
DISTANCE
DETAIL Al
DETAIL B1
DETAIL C1
THRU IX WOOD
ASTRAGAL
INTERLOCK
INTO MASONRY
FACING IXT.
FRAME WIDTH
DETAIL A2
IWO 2X WOOD
EMBEDMENT
DAYLIGHT
OPENING
WIDTH
E%iEjjWOR
v
DETAIL C2
DAYLIGHT INTERLO
OPENING
WIDTH
METAL TYR, SEE ANCHOR
DETAIL D1 NOTE 4, SHEET 1; MIN. OF 3
IWO METAL THREADS BEYOND THE
— NOM. PANEL WIDTH
e1
12" FI%EO "O' PANEL BRACKET EDGE
89 Q TOP AND BOTTOM I DISTANCE
FROM
B0
EACH
EACH END
�. E%1FFIOR
31
y
EDGE
n SEE TABLES 1-3 FOR
DISTANCE
n REINFORCEMENT
REQUIREMENTS
TYP.ANCHOR TYPE, 1/4'MAX.
EMBEDMENTAND EDGE
EMBEDMENT
(XXO SHOWN' )��`�,,
DISTANCE PER
SUBSTRATE, SEE TABLE A.
SHEET 1 & NOTE 3, BELOW DETAIL B2
DETAIL D
wow
SEE TABLE S--f
`��� Q I
T
1J 31 FOR
REINFORCEMENT
ImTERmR
'EDGE DISTANCE
••-��
m0"crftE
REQUIREMENTS
�Iee�• yLpl�
e1
TYP. ANCHOR TYPE,
A.W.N. 2o.oy
ELp> Da
EMBEDMENTAND
EDGE DISTANCEbOei
1�jy
PERSUBSTRATE,
�.A`1NY LYN 1TT2�i
N'%1i�%
SEE TABLE A, SHEET i I
1&NOTE3, BELOW I.rt��.••••"
62 w.•.
EMBEDMENT _________________
'.,• ASTRAGAL MAY BE
SB705 /.
: *: 1
EXn:RIaR
CONCRETEICMU INSTALLED IN EITHER
_.O.
PERANCHOR INTERIOR OR EXTERIOR
p0 1 44.
F
1/4'MAX.
REQUIREMENT DIRECTION. ALL PARTS
IDENTICAL.
.. AIE� " .'
4�.t�'•.R..e,,.n .2�:
HORIZONTAL SECTION (XO SHOWN)
NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SEE SHEET 12 FOR ANCHOR LOCATIONS&SPACING
ALUMINUM SLIDING GLASS DOOR NOA (LM)
101051151070
TECHNOLOGY DR
ALYPNMUER P.E.
FOR EACH TRACK CONFIGURATION.
N. VENICE, FL 34275
2) REFER TO ANCHOR NOTES, SHEET I.
INSTALLATION, HORIZONTAL XSECT.]. J ROSOWSKI
(841)d80-1600
3)FOR SEE TABLES
cERi.of AurH. m020s
EINFOANCHOR EMENTSAR IMATE. THE FULL LENGTH OF THE EXTRUSION, REFER TO TEST
4)ALL REINFORXACT
NO CHANGES THIS SHEET.
,�104/05/17
IIjuII,
IL�J�,JII
DISAREAPPROXIMATELY
REPORTS FOR EXACT DIMENSIONS.
WPMIGK02017
I\�yl/\y —I
5)FOR DAYLIGHT OPENING (DLO)FORMULAS, SEE SHEET 2.
SGD-780
'� NTS
J 30F 18
19
MD-780.0
jf
B
PGT INODSTRIES, INC.
ALL RIGHTS REGERbEO
�J
1/4' MAX.
SHIM
TYP. ANCHOR
AND EDGE
DISTANCE PER
SUBSTRATE,
SEETABLEA,
SHEET 1 &
NOTE 3. BELOW
NEEDED,
SEE
ANCHOR
NOTE 5,
SHEET 1
tx6ucXsrRR CONCRETE/CMU PER
ANCHOR REQUIREMENT
b.
i/4' MAX.
SHIM
1X OR 2X
SEEANCHOR
NOTE 3,
SHEETI
DAYLIGHT
OPENING HEIGHT
DETAIL E2
2X WOOD BUCKSTRIP DETAIL E3 CONCRETE/CMU PER
DETAIL E4 DADE APPROVED MULLION, FBC
COMPLIANT
INrowno0
INTO MASONRY
OR FRAMING, SEE
ANCHOR REQUIREMENT
INTO METAL
SUBSTRATE
OR STEEL STUD. SEE SUBSTRATE
STUD.
ANCHOR NOTE 3,
OPERTIES, TABLE A. SHEET 1
EDGE
SHEET 1
}
EDGE4aTYP.
DISTANCE
DISTANCE DGE DISTANCE
EMBEDMENT
EMBEDMENT
EMBEDMENT
0.^/4"MAX.
�1/4"MAX.
J
SHIM
SHIM
41
TYP. ANCHOR TYPE, EMBEDMENTCHOR TYPE, EMBEDMENT AND
TYP. ANCHOR
AND EDGE DISTANCE PER STANCE PER SUBSTRATE, SEE
31
TYPE, EMBEDMENT
SUBSTRATE, SEE TABLE A. SHEET 1 TABLE A, SHEET 1 & NOTE 3, BELOW
AND EDGE
&NOTE 3, BELOW
NOTES
DISTANCE PER
SUBSTRATE, SEE
OPT. SCREEN TRACK
i) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
TABLEA, SHEETI
ADDON; SIMILAR FOR HEAD
SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING FOR
& NOTE 3, BELOW
AND JAMB, 24 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.
062
EL713
HEIGHT
FRAME
V]3'
HEIGHT
0
w
SILL RISER
16 (4-i/TTOTAL
_
SILL HEIGHT)
1S/8'=TOTAL
SILL HEIGHT
1/4"MAX \EDGE' —_ L
SHIM \DISTANCE 1/4- MAX. SHIM
EDGE - 'I
DISTANCE TYP. ANCHOR TYPE, EMBEDMENT TYP.ANCHORTYPE,
EMBEDMENT EMBEDMENT AND 2X WOOD EMBEDMENTAND
' EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER
CONCRETE/CMU SUBSTRATE, SEE FRAMING, SEE SUBSTRATE, SEE
PER ANCHOR DETAIL Fi TABLE A. SHEET 1 & ANCHOR NOTE 3, DETAIL FZ TABLE A, SHEET 1 &
REQUIREMENT INTO`MSONRY NOTE 3, BELOW SHEETI INTOMIGOD NOTE3,BELOW
VERTICAL SECTION VERTICAL SECTION
713
0
V_
RY .780
SILL RISZ�
12 (13/B' TOTAL
SILL HEIGHT)
.713
SILL RISER
VARIES WITH
REQUIRED
4.409 POSITIVE
DESIGN
PRESSURE,
SEE SHEETS
7-8.
SILL RISER W.ODUCf 86VMW
tG (5-1/4'TOTAL MM:s1a¢maewilY RIrF11tlT
SILL HEIGHT)
q�rsf:emtR.`NGmN ^utLe �
�MiY'P
'yV 062
062 2713
"IS
78 tNcNSti�J8 F'
a
SILL RISER SILL RISER ` * /y No. 68703
1a (23/4°TOTAL 14 (3-1/2'TOTAL ;•fl :,rl,� _
SILL HEIGHT) SILL HEIGHT) FAO'•, m7 7,'!'�
"7,,l/oNAL tEN
SLIDING GLASS DOOR NOA (LM) 11110/05115
111INSTALLATION,VERTIGALX-SECT. J&JJROSOWSKI(
NO CHANGES THIS SHEET. In
SGD-780 III NTS 111 4OF 18 MD-780.0
D70 TECHNOLOGY DI
N. VENICE, FL 34275
(941)-480-1600
CERT.OF AM. #MN
COPYRIGHT0201T
PGT INDUSTRIES, INC.
ALL RIGHTS RESERVED
�e
5
DETAIL G1
135•
VANEGORNER
135'
\W
DETAIL G2
1u•
O=fW CORNER
19' MAX.
OR
ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/151070 TECHNOLOGY DR "P20MM P.E
NOTES Pr: 6a7as
1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. N. VENI)48 -1 00
2)SEE SHEETS 14-15 FOR ANCHOR LOCATION B SPACING. FOR CORNER ASTRAGAL HORIZ.XSECT. BJROSOWSKI W.0FA80-1800
ANCHOR QUANTITIES, SEE TABLES 1J. cERT. oP au7H.R28288
3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR NO CHANGES THIS SHEET. �$04/05/17 COPYRIORT02017
EXTERIOR, DEPENDING ON CONFIGURATION. SGD-780 NTS 5OF18 1£ MD•780.0 6$ B uLR'�ORTS ESERNYED
OPTIONAL NON-
STRUCTURAL
ANCHORSFOR
INTERIOR Q
POCKET JAMB IMERIM
E RIDR
a
INTERIOR POCKETS MUST
INCLUDE A NONSTRUCTURAL,
FRAME JAMB TO PREVENT ..
114" M
WATER INFILTRATION.
1L
POCKET BY OTHERS SEE
NOTE BELOW.
TYP. ANCHOR TYPE
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET I B
EZRERIOR
NOTE 3, BELOW
i3
METAL TYP., SEE ANCHOR NOTE
4, SHEET 1; ANCHOR LENGTH TO
BE A MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
DETAIL 13
wo mM A
EDGE DISTANCE
EMBEDMENT
TYP. ANCHOR TYPE,
DETAIL 11
IN70 MASONRY
-EMB)=DMENT •'
EDGE
~- DISTANCE
INTERIOR POCKET
CONCRETE/CMU
TYP.
ANCHOR TYPE, EMBEDMENT
EDGE
DISTANCE
PER ANCHOR
AND EDGE DISTANCE PER
REQUIREMENT
SUBSTRATE, SEEBLE A-
T
SHEETI&NOTE3, BELOW
EMBEDMENT
al
OSEE NOTE 4, BELOW
_�
EDGE DISTANCE
EMBEDMENY,'
EZIERgIt
b
EDGE
DISTANCE
1/4' MAX. J
w SEE NOTE 4, BELOW
EMBEDMENT
CONCRETE/CMU
-PERANCHOR
REQUIREMENT
2X WOOD BUCKSTRIP OR
FRAMING, SEE ANCHOR
NOTE 3. SHEET 1
EMBEDMENT
EMBEDMENT
EDGE
DISTANCE
I/q�•
J
MAX.
SEE NOTE 4,
BELOW DETAIL 14
`�w+�..,.•..--,� ...INTO 4%WOOD
.I r•
EMBEDMENT AND EDGE y E R'W
DISTANCE PER SUBSTRATE, ♦/
SEE TABLE A, SHEET I B J
NOTE 3, BELOW EXTERIOR POCKET
NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEET I.
3) SEE SHEET 15 FOR ANCHOR LOCATION & SPACING.
4) #10 X 3/4' SMS @ MAX. 6-1/Y FROM ENDS & 12- MAX. O.C.
5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS.
6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY
OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
EI 910
DETAIL 12 15
MASONRY
EXTERIOR POCKET
EDGE TYP. ANCHOR TYPE,
DISTANCE EMBEDMENT AND EDGE
DISTANCE PER
SUBSTRATE, SEE TABLE A.
SHEET 1 & NOTE 3, BELOW
O
rEDGE
BEDMENT
i-� STANCE
NOTE 4, BELOW
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY Di
N. VENICE, FL 34275
'-HOOK EXAMPLES, HORIZ. XSECT. la JROSOWSKI (941)-480-1600
CEU..OFAM.nMW
40 CHANGES THIS SHEET. kM04/05/17 CAPYRmNT®ton
PGTINDUSTRIES.INC.
SGD-780111 NTSill 60F18 R41 MD-780.0 %4 B ALLKIGHTE RESERVED
* NN., 58705
ct
PQ ST 7177•[O�
Aiomo?:'G2:
'SS/ONAL E? �`�
"'.n U1110, .
A LYNN NR R. PE.
REV 587M
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2)
For water astragal ermhorage on 90• & 135• comer unite, see shoals 14 & 15
Table spPBe r to Glen Types 5, 6, 9
& 10 containing ANNNS SG
Lemhufed Glazing. Rehibrwmem
(Pen#29) a net epuindin But
Extdlor[morbck
Door Unit Height
80'SO
9w
109'
12V
lirafY Pare 0 t"
81.314' Pewl Me M
B 4 awl N ht^
10 4 Panel He t
4 Panelt
Aneror Oraup
orGmq
AnchorGmup
8 C
Aaeror OT22
p B C D
A B C D
A B C D
A B C D
Design Press.
-w/-80par
.80/d'sf
+80/4k)psf
.b0/-10 pzf
.60/-70 PSI
26-116'
Hoo6lSlll
G+1
NO
G+1
4>1+1
GH
0+1
Gr1
G+1
GN
GN
Grt
1
G+1
G+1
G+1 Get
1
GN
GH
GH
3T
DLO
Jamb
0
B
8
8
6
e
8
8
10
8
e
10
e
8 8
1
10
10
10
P4osk
N4
4+4
4N
N4
4N
4H
b4
4N
NI
4+4
N4
N
5.5
5+5
5+5 5+5
5+
5+5
Sr5
Sr5
Design Pmssae
.80/+0Pet
.60/-70psf
3 ifir
HeeNSlil
Gr2
G+2
G+2
G.2
N+2
G +2
Gr2
O1+2
C 2
G+2
G.2
G+2
G+2
G+2
G+1 08+1
C0+2
06+2
G+1
C8+1
42,
MO
Jamb
B
1 e
1 6
B
8
6
e
1 8
10
10
B
a
10
10
a a
12
10
10
10
P4wek
4#4
4+4
A"
4+4
4#4
4"
444
4+4
4+4
Nd
4N
NI
5+5
5.5
5+5 5.5
5+5
5+5
5+5
5+5
fission Press.
+60/4Aipsf
480/4ppsf
+80/-80Psf
+60/-70pef
.60/-70psf
401/0'
HeseuSBl
Gr2
G+2
G.2
G+2
G42
G+2 Gr2
G+2
CBr2
CB+Z G+2
CB+2
G+2
G+2
Gr2
G+2
Get
G+2
G+2
G +2
a.
DLO
Jamb
a
a
B
6
10
6 8
8
10
10 B
8
12
ID
a
1 8
12
12
10
10
P4mok
4-4
4+4
4+4
4N
444
4" 4+4
4+4
4+4
4+4 4+4
1.4
5+6
6+5
6+5
5+5
5+5
5+5
5+5
5.5
i
4 118
DLO
Design PRrzaae
.80/4 Psr
-w/4Nper
+W/40psi
Not available In ihe5e 511H5
HesdlSill
N+3
N+3
Gr2
01r2
G+3
G.3
G+
G1+2
G.3 G+3 (X+2 C642
Jamb
10
6
6
6
10
8
8
8
12 10 B a
P4kak
N4
d+4
IN
4N
4.4
4"
4"
4+4
4r4 4" 4N Nd
re,
5Z-118-
DLO
Desiae Pressus
.80/-90Psf
+80/-BOpsf
+7&2/a&2pa/•
HIeeausiil
G+3
C8+9
Gr3
G+3
C8+3
G+9
G+3
G+3
CN3
G+3
G+3 G+3
Jamb
10
9
B
6
10
10
8
8
12
12
6 6
Pioak
dN
4+4
0+4
4+4
4+4
1 4N
1 4+4
1 4+0
1 5.5
1 6.6
1 4" 1 N4
-H- BU.0 Vbr ruff GI b I TYeS b, 8 a w. -aCe ruRMULHO .CL..
Design Pressure (DP) and Anchor Quantities Required,
(br all sipped conlIgme8ono on SNd 2)
For comer astragal amhorage on 00• & 13V ..mar unite, as share 14 & 15
Table applies to Glass Types 1-4
containing ANN41S PVB Glaring.
ReieMme lment (pad 029) I. not4
required in ties listener lmadock.
Door List Height
80'
BB'
a p
g e eg
Area aGroup
ArclnrGmup
G
A B C O
A B C 0
Pressure
+65/415pst
.65/-65psr
dISM
C441
G+1
G+1
C6+1
04+1
G+1
G+1
G+1
36'
amb
6
8
8
6
8
8
8
8
4wok
4+4
4+4
4.4
4+4
4+4
4+4
4+4
4+4
Pressure
+65/-65psf
+65/fi5 par
a&S11
G.1GNGN
4+1M4-44-4
1
C4+14Y
j34-118'wa&S11
amb
8
8
6
8
8a41sok
N4
4+4
444
4+4
4+4
Press"
+65/-65pst
eNSill
G+2
G+2
G+2
CN2
2
G+2amb
48"
8
8
8
a
84eook
444
4+4
444
4+4
A-
4M
-SEE FORMULAS BELOW
DLO WIDTH = NOM. PANEL WIDTH-7.875"
DLO HEIGHT (STD. BOT. RAIL, 922) = DOOR UNIT HEIGHT -13.47'
DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT-17.29'
PANEL HEIGHT we DOOR UNIT HEIGHT- 2.25"
T..' c I'.
Water4.lmitad
(-) Design Pressure
Sill
Riser
I Total Sill
Height
Max. (+) OF
Allowed
12
1-5/B'
Sao Note 2
13
23/4'
-50.0 psi
14
3.1/2'
-73.3 pat
15
41/Y
+80.0 psi
IS
5.1/4'
agD.O pat
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 REQUIRED,THE LESSER VALUES OF
TAB LE A.SHEET FOR COMPLETE
X
EITHER TABLE I OR 2 AND TABLE CI
ANCHOR LIMITATIONS.
DETERMINES THE WATER LIMITED (+)
THE MAXIMUM DP AT THESE ANCHOR
DP.
QUANTITIES. ADDITIONALLY, THE
2 THE 1-5/8` SILL RISER, #12, MAY ONLY
MAXIMUM POSITIVE DP DUE TO THE SILL
BE USED WHERE WATER INFILTRATION
EST ALSO BE CONSIDERED,
RESISTANCE IS NOT REQUIRED OR
SEETABLE
SC1, THIS SHEET.
OVERHANG IS PER FIG 1. IF SO, +DP'S
TOTAL # OF ANCHORS CLUSTERED
SHOWN IN TABLES 1 OR 2 MAY BE USED.
THROUGH THE HEAD & SILL AT EACH
PANEL MEETING POINT. (EX: FOR C4+1,
3) SEE SILL RISER TYPES ON SHEET 4.
4 ANCHORS REQUIRED AT PANEL
MEETING POINT AND 1 ANCHOR
4) DETAILS APPLY TO 2,3 AND 4 TRACK
REQUIRED AT 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 12-15 FOR ANCHOR
P-HOOK INSTALLED FROM THE
LOCATIONS & SPACING.
INTERIOR +THE # OF ANCHORS
INSTALLED FROM THE EXTERIOR.
OUSED IN EXAMPLE 2, SHEET 10
FIG 1:
DOOR ASSEMBLIES INSTALLED
u1
WHERE THE OVERHANG (OH)
i
LENGTH IS EQUAL TO OR
p
GREATER THAN THE OVERHANG
HEIGHT IS EXEMPTED FROM
WATER INFILTRATION
RESISTANCE.
)MINUM SLIDING GLASS DOOR NOA(LM) IMI 101051151070 TECHNOLOGY DI
N. VENICE, FL 34276
& ANCHOR QUANTITY TABLE JROSOWSKI (941 }480.1600
GRT.0FAUTH.QW96
j 04/0 )ATED TABLES I&2. j5/17 COF1RIGHT020/7
ID-780TITNTST1170F 18$ PGT INDUSTRIES, INC. MD-780A �$ B ALL RIGHTS RESERVED
* No. 58705
A L"N MILER. P.E.
0 L
a T
Design Pressure (DP) and Anchor Quantities Required, (for all approved configuraBans on Sheet 2)
For tamer astragal anchore95 an 90' S 135' comer unite, sea sheds 14 615
T.W. applies to
Door Unit Hemm
Glees Types 7, 8, 11 & 12
80'
108°
120'
132'
Ise
n end Hdghl^
B13'4' Pen Hei9M^
4' Pend I9ht°°
1053/4° Panel d9M^
11 4 en Haight'•
12&S14° Panel e l
141 4° Pane p ^
Rdnfwcamenl (pa4 tl2g) is rewlmd
kern
Anctwr Group
Ana ar Gmup
AnchorGreup
x orGraup
nc or Group
AnchorGmup
Anchor Goup
the Extorter Interlock
A B C D
A T B C D
A B C D
A T B C D
A B C D
A B C D
A B C D
Design Pressure
+fm/-115Wf
+105/415psf
+105/-115paf
+105/-115ptf
+105/-109P3r
+98/-98pst
+69/4pptf
22-1/B'
Head"
C4+1
C4+1
C4+1 C9H
C8+1
C8+1
C4+1 C4H
CBH
CB+t
C8+1 Cb1
C8+1
CHI
CBH M11
CBat
CBH
C6+1 C8+1
CBH
C8+1
CBN
C8+1
C8+1
08+7
C8+7
C8+1
�,
DLO
10
8
6 8
10
8
B 8
10
10
8 8
12
12
8 8
1d
12
10 10
14
12
10
10
14
12
12
12
42_1
44
44
d+d 4+q
04
4+4
q+4 4+4
44
44
4+4 1 d+4
5+5
1 5+5
1 5+5 1 5+5
5+S
5+5
5+5 5+5
6.61
6+B
1 6+8
1 8+8
bB
Du
"a
bB
notion Pressure
+105/-/15pt/
Has/.115par
+105/-115pst
+105/-115ptf
+105/416pst
+101.6/-11f.2Asf
+77.9/-663psf
28-1/8'
1 C8+2
C8+2
C6+2 Ce+2
C6+2
C6+2
C8+2 C6+2
C8+2
08+2
8+ C2 Cb2
CB+2
8+
C2
C0+2 06+2
C8+2
C8+2
08+2 Cb2
C8+2
C8+2 C8+2 C8+2
CBH
C8+1
CBH
CBH
38°
DLO
Jamb
10
10
B 6
10
i 10
6 8
12
12
1 10 1 B
1 14
12
10 B
70
14
12 10
18
10 12 10
14
14
12
12
P41aok
1 4+4
1 4+4
1 +d 4+4
4+4
4+4
i 4.4 1 4+4
5+5
5+5
1 5+6 1 4+4
1 5+5
5+5
6+5 5+5
6+6
8+B
8+8 5+5
6+6
DO 8+8 6+0
b8
6+6
6.5
"a
Donlon Press.
+105/-115psf
+105/-115psr
+105/-116pst
+f05/-115psf
+105/-115 pal
+88/-96.4paf
+8Z3/-7a8pe/
3d-1/8'
HBadlSlll
C6+2
C6+2
C8+2 C6+2
CB+2
CB+2
CB+2 CBa2
C8+2
C8+2
08+21 C8+2
C8+2
C8+2
C8+2 C8+2
C10+2
C10+2
C8+2 CB+2
C8.21
CD21 CD2l C0+2
C8+2
C8+2
Cb2
C8+2
42-
DLO
,1amb
12
10
a 1 6
12
1 19
e 8
14
12
10 8
16
14
12 10
18
18
12 10
18
18 12 10
14
14
12
12
P-hook
4+4
4+4
4+4 4e4
4+4
44
44 d+d
5+5
5+5
5+5 4+4
8+6
De
b8 5+5
7+7
7+7
bB 5.5
6+6
b8 Do W6
Da
De
Do
6.6
u
Des/on Pressure
+f05/-115psf
+105/-115ps1
+105/-115psf
+105/-115p11
+105/-115I f
+78/-BR4ps/
a59.6/E62psf
E
40.1/8'
9bed/Sill
C8+3
+
C0+3 Cb3
06+3
CB+3
C6+9 C8+3
CDs
C8+3
C8+3 C8+3
C1o+
C70+3
C8+3 C8+3
C1b9 C7b3 C1b3C1b
CB+2
C8+2
C8+2
C8+2
C8+2
C8+2
Ce+2
C6+2
g
q8'
DLO
Jamb
12
IS
9 B
12
12
10 B
16
14
10 a
18
16
12 10
20 18 14
12
16
18
12
10
14
12
12
12
P-0ook
d4
4+4
44 4+4
Y5
5+5
5+5 4+4
DO
6+6
5+5 4+4
b6
8+8
6+B 5+5
7N 7+7 7+7
5+5
6+8
6"
1 6+8
1 B+8
1 bB
1 6+8
1 8+8
1 8+6
DLO
Design Pressure
+105/-115psr
+105/-115pa/
I +105/-115ps/
+105/-115ptf
+94.8/4029psf
Not aVBllab161n these sizes
Heedlsl3
CB+3
CB+3
Cb3 CB+9
CB+3
C8+3
C8+3 CB+3
C8+3
C8+3
C8+3 Cb3
C70+3
C10.3
C8+3
CB+9
C1b3C1b3C10+
Me+
Jamb
121
Y2
70 B
14
12
10 8
16
14
12 10
1B
16
14
10
20 18
14 12
P-hook
5+5
5+5
575 44
5+5
5+5
5+5 4-4
8+6
1 8+6
6+9 4+4
7+7
7+7
1 7+7
5+5
7+7 1 7+7
7+7 1 5.5
so,
52-118'
DLO
notion Pmssma
+105/-115pst
+105/415pst
+105/-115paf
+109.4/-I07psf
+881/-95pef
Head/310
CB4
C6+4
Cb4
C8+4
C8+4
C84
C6+d
WB
C84
CB+4
C8+4
C8+4
C1b4C10M
C70+4
1
G10+3
C70+3Ctb
Cib
JUM
14
12
10
8
14
12
10
B
18
16
12
10
20
1B
14
12
20
1B
19
12
P-hook
5+5
5+5
5+5
N4
5+5
5+51
5+5
1 4+4
1 bB
1 0+8
1 6+8
1 44
7+7
1 7+7
1 7+7
1 545
7+7
1 7+7
7+7
5+5
—SEE FORMULAS BELOW
OUSED IN EXAMPLE 1, SHEET 9
TABLE NOTES:
1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3
AND TABLE C2 DETERMINES THE WATER LIMITED (+) DP.
2) THE 1-SI8' SILL RISER #12, MAY ONLY BE USED WHERE WATER INFILTRATION
RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO,+DP'S SHOWN IN
TABLE 3 MAY BE USED.
3) SEE SILL RISER TYPES ON SHEET 4.
4) DETAILS APPLY TO 2,3 AND 4 TRAICK CONFIGURATIONS.
5)REFER TO ANCHOR NOTES, SHEET I.
6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING.
I
DLO WIDTH = NOM. PANEL WIDTH - 7.875'
DLO HEIGHT (STD. BOT. RAIL, #22) -DOOR UNIT HEIGHT-13.47-
DLO HEIGHT (TALL BOT. RAIL, #23) _, DOOR UNIT HEIGHT-17.29"
PANEL HEIGHT = DOOR UNIT HEIGHT -2.25'
TABLE 02:
WabHJmit.el
(4) Didion Pnealn
Sill
Riser
Total Sill
He19N
Max. (+) DP
Ahmed
12
I5W
See Note2
13
2314'
+50.0 psi
14
340
+73.3 Psf
15
4.1/2'
+100.0 psf
18
5-1/4'
+105.0 psf
FIG is
ANCHORAGE TYPE PER SUBSTRATE
REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR
/ES LISTED BELOW. SEE
TAR E
TABLE A, SHEET i 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 & SILL AT EACH
PANEL MEETING POINT. (EX: FOR C6+1,
6 ANCHORS REQUIRED AT PANEL
MEETING POINT AND 1 ANCHOR
REQUIRED AT MIDSPAN OF PANEL).
TOTAL # OF ANCHORS
THROUGH THE JAMB.
y..
UUUrc/i DNU51lcZ, 1"J l(LLleu
WHERE THE OVERHANG (OH)
ITi
LENGTH IS EQUAL TO OR
z
GREATER THAN THE OVERHANG
p
HEIGHT IS EXEMPTED FROM
WATER INFILTRATION
RESISTANCE.
)MINUM SLIDING GLASS DOOR NOApp(LM) b 10105)15
E
B ANCHOR QUANTITY TABLE tJROSOWSKI
SGD-780 111 NITS IMII 8 OF 18 1111 MD-780.0
THE# OF ANCHORS THROUGH THE
P-HOOK INSTALLED FROM THE
INTERIOR +THE # OF ANCHORS
INSTALLED FROM THE EXTERIOR.
N. VENICE, FL 34275
(941)480.1600
CERT.OFAUT,I.#28298
COPYRIGHT02017
PGT INDUSTRIES, INC.
ALLRIGMTS RESERVED
* No. 58705
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
11 A 111. MAY L
FOR STABILITY OR TO AIIGNA BE SPLICED AS INTERIOR CENTERLINE _ CENTERLINE
SPLICED HEAWSILL, IXTRAANCHOPIS NEEDED. OF INTERLOCK OF INTERLOCK
MAY BE AODEDINWEPDCKET E CENTERLINE CENTERLINE
I� MAK. OF PANELf OFPANEL2
•I •1
Y3'ANCHORAGE, 2d'MAX
ANCHORAGE. SHEET 12 •3'ANCI
SHEET t2 •Cs'CLUSIER, EXTERIOR •Cs•CEET13 S
SHEET I3 15 SHEET ENDANCHC
"FMMSEE POCKET JAMB (MIN.1 AN(
REQUIRED® INSTALLATION ON INTERIORPOCI(ETS SHEETS HEAD/SILL ANCHORAGE DETAILS -ANCHOR POCKET BY SEE P)OK 3-TRACK
PNR' NOTEE 6. B. SHEET6
USER INSTRUCTIONS:
EXTERIOR 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS
a THE REQUIREMENT OF+08,21-108.6 AT A NOM, PANEL SIZE OF 48' X 6W. FROM TABLE 3, SHEET 8, THE DESIGN PRESSURE IS
+1051-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS.
FOR WOOD INSTALLATION Wad/SUI FC613
USING ANY ANCHOR IN GROUP �m5 10
B (SEE TABLE A), TABLE 3 SHOWS P41odt 4+4
ANCHOR REQUIREMENTS OF:
8• MIN, 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 16 FOR
GENERAL LAYOUT.
MIN`
3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON:
HEAD/SILL S JAMB: SHEETS 384
P-HOOK: SHEET 6
WO
FOR PRODUCT REFERENCES, ALSO SEE:
D.C.
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 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E) SHEET 18 FOR A BILL OF MATERIALS.
T.nnB•MAz
r'�
DISTANCE TO NEMGLUSTER
TO BE 2a•O.C.OftlE55
CENT ERIINE OF END PANEL
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:
SLIDING GLASS DOOR NOUN (LM) 8 10/05/15
1.
MA(.
PV cr RLYl910
bsp5h{wW de RwM
by;roOele Z°iH, 17047a
I�pU+Ir 1
ILL
z,k NO. 58705
/.•-.. ate-.
A. LYNN MILLER P.E.
P£A"MS
N. VENICE, FL 275
P-HOOK
JAMBEXAMPLE
OM
&
(941) 4BOA600
ANCHORAGE ANCHORAGE
CERT.OFAUTH.429296
DETAILS DETAILS
NO CHANGES THIS SHEET.
J104/05/17
COPYRIGHT020I7
FnT
SGD-780III
NTS
111 9OF 18
i8
MD- �Y
B
ALL RNOHTSTRESERVEo
EXAMPLE 2:
541ANEL, 2 TRACK,
OD' OUTSIDE CORNER- PXX/XXO,
EXTERIOR MOUNT POCKET,
54-X 84' NOM. PANELS, LAMINATED GLAZING
ANCHOR GROUP C IN CONCRETE SUBSTRATE
PROJECT DESIGN PRESSURE REQUIRED:+68.4/-77.1 PSI
FOR
STMILIW,
EXTRA
ANCHORS
IMYBE
PDOEDIN
THE POCMT
PCCX BY
OTHERS, BEE
NOWe,SHEET6
24-MM. O.C.
24' MAX O.C.
60`
NOM.
PANEL
MOTH
aa&f1�
EXTERIOR V
HEADISILL ANCHORAGE DETAILS
90' OUTSIDE CORNER PXX/XXO 2-TRACK
USER INSTRUCTIONS:
1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 13 FOR A DESIGN PRESSURE THAT
MEETS OR EXCEEDS THE REQUIREMENT OF +68.41-77.1 AT A NOM. PANEL SIZE OF 54' X 94'. FROM TABLE 1,
SHEET 7, THE DESIGN PRESSURE IS+80/.80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE
REQUIREMENTS.
FOR CONCRETE INSTALLATION Heed7SD C4+2
USING ANY ANCHOR IN GROUP Jemb B
C (SEE TABLE A), TABLE 1 SHOWS P-hoDk 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 (a) CORNER SHEET 14 FOR THE'C4' CLUSTER ANCHORS Q THE 90- 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 SHEET
3) INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
HEAWSILLB JAMB: SHEETS 3 8 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 4 817 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E) SHEET 18 FOR A BILL OF MATERIALS.
NTS 111 10.OF 18
N. VENICE, FL 34275
(941WO.1600
CERT. OF AUTI. R2B296
COPYRIGHT02017
PDT INDUSTRIES, INC.
ALL RIGHTS RESERVED
pc..xsLr:e>s2viefG
mesr.'.•�uA2vtixmwxien
R�.c3a:41a'. uy
Ba1.�1� � ,.,
1F rA No. 69703
7
RE
��E
Part#
Dowription
Material
72
jKommedIng4SG TIPS Spacer System
73
Ouanax Super Spacer nXT W4h Hot Met Butyl
See this
Sheet far
74
Duawx Dulaseal Spacer
Materials
75
Cardinal Z Edge Spawr
NENEnErvec I Lll ner�nl x n Lan q aeoo a Dery
SILICONE
STRUCTURAL
SILICONE
STRUCTURAL
1/4'NOM.
FOAM
POLYISOBUIYLENE
WRH
WITH DESICCANT
DESICCANT
EXT. OIASS—v/I V/// I E .GIASS„
KODISPACE
4SG TPS
7E
DURASEALO
0 SPACER
7/Ir NOLL
.W.
w Esnorx erxGLL
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BIiE BITE
FInR� rdE�
GLASS TYPE 1 (WITH PVB) GLASS TYPE 2 (WITH PVB)
GLASS TYPE 5 (WITH SG) GLASS TYPE 6 (WITH SG)
NIPxOM. &1BKW
MtC NSGtA55� 11e.01A,
—1w. GLASS
SUPER
7>! SPACERONXTi"
Pansy DESICCANTFILLAREA
BUM.ENE 511v NOM.
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL
W. GLASS —
—</� `IM.GVSS
XL EDGETM
5 SPACER
Ar NOM
GWs
BnE
GLASS TYPE 7 GLASS TYPE 8
�I ,.,Ne•rwu I—. � ,-u,a�xoM. r"
GLASS TYPE 3 (WITH PVB)
GLASS TYPE 9 (WITH SG)
BS'NOM
3
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"HS'= HEAT STRENGTHENED
foxo �wm G. T=TEMPERED No.58705
enE a ERE 'PVB'=.08D'TROSIFOLSPVB _ *i
a INTERLAYER BY KURARAV
AMERICA, INC.
"SG'=.090"SENTRYGLASS '�.P'• a of
INTERIAYER BY KURN I
RARAY 'iFSS X n
ftRION
GLASSTYPEII GLASS TYPE 12 AMERICA, INC. eei//�0NALIE I,���
A LYNN MILLER, M
ALUMINUM SLIDING GLASS DOOR NOA(LM) $ 10/05/151070 TECHNOLOGY DR P.EN W745
N. VENICE, FL 34275
GLAZING 8SPACER DETAILS 8JROSOWSKI RTOFA80-1600
CERT.OFAUTH.M9398
SPACERSADDED R0
SGD- 8D 1NTS 171 OF 18 6 MD-780.0 Ikil B ALL rxGHTS RESERveD
PGT INDUSTRIES, INC.
JAMB ANCHOR LAYOUT FOR ALL DOORS:
�;IIr
"DIAG.
2'MAX.
rRIOft241
NCHOR
O.C.
IR•
2-TRACK FRAME JAMB
ANCHOR PAIR
2.53" 6' DIAG.
EnERIOR
zavr
MAX.
O.C.
$.44'
7-11116"
MAX.
3-TRACK FRAME JAMB
ANCHOR PAIR
(ALTERNATE ANCHOR LOCATION
II1I'II1
..
13-TRACK FRAME JAMB
ANCHOR PAIR
I
%u--�uu�7iTa�
2.53'
241/2°
MAX.
O.C.
5.44"
7-111,16°
MAXI
I 4-TRACK FRAME JAMB
ANCHOR PAIR
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).
11+11 INTERMEDIATE
PANEL
CENTERLINE
EXTEnRIOR
2-TRACK INTERMEDIATE
•.1•ANCHORLOCARON
PANEL
CENTERLINE
4.17'
PxrEwoa 2.53 3.31'
n 1.8-T �-1 :�
�7 bVANCHORLOCA ION
• YANCHOR LOCATION
PANEL
CENTERDNE
3.31'
EzrERIOR 2.53 4.17°
2-TRACK UN IEDUTE
•.3•ANCHORLOCATI0N
PANEL
CENTERLINE 4 17"
2 53'
ID
4•
V2' �-
V 2-TRACKNCRORRMEOIAIE
•.A•ANCHORLownoN
NOTES:
1)ALL DIMENSIONS
SHOWN ARE BASED ON
MINIMUM ALLOWED.
2) SILL SHOWN, HEAD
SIMILAR.
PANEL
CENIEPLINE-i
I
EXTIEI""T7R100.
�J &TRACK INIEAMEdATE
1•ANCHORLOCATION
PANEL
CENTERLINE
EXTERIOR 2.53 --' ` 1 1-3.31•
n
1&TFAMIMERMEOWTE
'.XMC3•ANONOft LOCATION
(ALSOUSE WHEREYYANCHOR IS PEOUIItED)
PANEL
CENTERLME�
2.53"
f
ERIOR
&TRACK INIERMEDUTE
'+ ANCHORLOCATION
SLIDING GLASS DOOR NOA (LM) 8 10/05/1!
LYOUT E6 J ROSOWSKI
VO CHANGES THIS SHEET. ��
SGD-780 I NTS 12OF 18 94 MD-7B0.0
CENTERLINE
EXTERIOR
1 4TRACK INTERMEDIATE
2' ANCHOR LOCATION
(ALSO USE WHERE''V ANCHOR IS REQUIRED)
1.66• = H 3.31•
.TRACK INTERMEDIATE
4-ANCHOR UO MN
ANCHO SE WHERIRED1
P!IO'HOR l9 REOUIREDI
EXTERIOR
V
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.k 1 No. 58705
'O'•. 7 1717 •gym:
'PE
A70W . LYRE
AO TECHNOLOGY OR p.E.a 5372E
N. VENICE, FL 34215
(941)-480-1600
CERT. OF AUTH. QUO
COPYRIOHT0201i
PDTINOUS.—. INC. PUT
ALLRIGHTSRESERVED
HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS:
ASTRAGALOR
IMERLOCI( SPLICE LOCATION
CF ERUM IFNEEDED
I 4"
2'
2.53'
EXTERIOR 4.17"
2-TRACK FINME
(USE WHEM4 CLUSTER
ANCHORS APE REQUIRED. Y -)
ASTMGALOR
00ERLOCK SPLICELOGTON
CEMERLINE IF NEEDED
I 4.
2°
° �3.
fORERIOR 4.iT
2-TFtA IFRAVE
ID (USEWHERESCLUSMR
ANCHORS ARE REQUIRED,"
ASTWGALOR
INTERLOCK SPLICE LOCATION
CENTERLINE -IF NEEDED
166° 3.31"
° 2.53'
EXTERIOR 4.17" E
2-TRACKF E
15 (USE WHERE S CLUSTER
ANCHORS ARE REQUIRED. •CR•)
ASTRAGALCR
INTERLOCK.SPLICE LOCATION -
CENTERLINE I IFMEDED
2' 4.1T
° R I 2.53'
XTERIOR I t 3.31"
F-I 2-TRACKFRANE
NSEWHEREIOCLUSTER
ANCHORSAREREQUIRED,•CIV)
IFORSPLICE (FOR SPLICE
ASTAM OR CONDMON.DONOT ASTMGALOR ASTHAOALOR ASTRAOALOR CONDIIION,DONOT ASIRAGALOR
USETMS DETAIL. USE TCS DETAIL
INTERLOCK SEENOTEO) INTERLOCK-+L.SPIICELOCATON INTERLOCK SPLICELOGTION INTERLOCK USE ETHIS DE9 INTERLOCK SPLICE LOGT01
CENTERLINE CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE SEE I CENTEFtUNE�IF NEEDED
3.31" 4" y� 4" 3.31" 2.53. 3.31' I 2.53"
2.53" 2.53' 2.53"
EXTE�1RIOR 7" EXTE�1RIOR 44. ° EXTERIOR;4.17' EXTJE�RIOR 4.17° EXTERIOR 4.17"
ID (�mmrnCEFRAIAE�R V 3TFACK FRAME 3TACKFRAME v 1TRACKFRAME }TRACKFRAME
(USE WHEREB CLUSTER (USE WHERE S CLUSTER (USE WHERE IO CLUSTER (USE WHERE 10OR 12 CLUSTER
ANLHOPSAREREOUIREO,•CA•f ANCHORS APEREOUIRED. C6•) ARCHORGARE RE-0UIf✓ED.'CB') ANCHORSAREREDNFED•CIW) ANC14ORSAMAJEDUIRMT1'n
ASTRAGALOR
INTERLOCK SPUCELOG=N
CENTERLINE �IF NEEDED
2.53'
TEWOR 4.iT EXTER
fl 4TMCKPFAME rl
V (USE WHERE 4 CLUSTER 15
ANCHORS ARE REQU IRED, - W)
STRAGAL OR (FORSPUCE
INTERLOCK CONDITION, DO NOT
CENTERLINE/ USETHISDETAIL
SEE NOTE S)
0.TRACKMIAE
(USE WREREOCLUETER
ANCHORS ARE REQUIRED.'M
ASTRAGAL OR
INTERLOCK SPLICELCC
CENTERLINE �IF NEEDED
2°
4-
EXTERIOR 4.17'
FTRACK FRAME
V (USE WHERE S CLUSTER
ANCHORS ARE REOUIRED,'CS•)
CE
ASTMCONDMON.
GALOR (O
NION. EO INTERLOCK USE EAIL,
R,
LEMERLINE� SEE ENOTNOTE 07
3.31'
F.MERIOR 4.17
-1 4TRACKFMME
V (LISEWHEREIOCUUSTER
ANCMRSARE REQUIRED S10•)
ASTFAGALOR
INTERLOCK SPNCELOCATION
CEMERLINE�IF NEEDED
3.31"
2.53"
EXTERIOR 4.17
I-1 M 4TCK FMME
V (USE WHERE 10 OR 12 CLUSTER
ANCHORSAREMOWRED,'C17)
# : No. W705 .:
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.
@ ALUMINUM SLIDING GLASS DOOR NOA (LM) $
10105N5
1070 TECHNOLOGY DR
N. VENICE, FL 34275
(T.O0.1600
Cl )-40 H. A2028d
FAUCOPRIGM02017
AL RIIGHTSTRESERVED
E
8 ANCHOR LAYOUT 8b J ROSOWSKI
ENO CHANGES THIS SHEET.
��04105H7FRT,
SGD-780
111 NTS
] 13OF 18
19
MD-780.0
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13
HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT:
F`Y`Yil oft U
2.53" 4.17'
2.57 I III Il lifl _
5.11'
/—.-1 1— 3.31' Ex RnR
i\..COR R,2-TRACK fVl
(USE WHERE 4 CLUSTER
AWHORSM REQUIRED,•CUD
JREnwOR
(USE WHERE4 CLUSTER
ANCHORSAREREOUWED.-
2
3.31° -- 1-- EXTEROR
90'CORNER, 2-TRACK
(USEWNERE9CLUSTER
ANCHORSAREREOIARED.•CW
...' — — EXTERIOR
9V WF0IER }TMCK
(USE WHERE9 cimTER
MICI W RS ARE REOUIREO.' M
(USE WHFAE 6 CLUSTER
AIxnDRs ARE REawREO, •�
2
RIOR
90'COWER,}TRACK
(USEWHERE9CLUSTER
ANCnOPS PAE NEONRED,'�
OR
8EWHERE 10 CLUSTER
y
(USE WHERE to CLUSTER
ANCHOPS ARE REOU9IED,' Ct D'
2.63' —T4= 4.17'
+ v.+• IXTEIiIOR
90-CORNER, 3-TRACK
(USEWHEREtOCLUSTER
AtLNORS ARE REDUI RED,' CCU
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N
08' MINIMUM ALLOWED.
A,1`�•'VCENBF .4/_
i
2) DETAILS DEPICT ANCHOR QUANTITY AND•
SPACING, AND WOULD BE SIMILAR FOR INSIDE
AND OUTSIDE CORNER CONFIGURATIONS.
ij,
=_ *
tLR
3) SILL SHOWN, HEAD SIMILAR.
V •'•.
ROMO.. 1
EXTERIOR
�A 610NAL E�G.
IG
ALUMINUM SLIDING GLASS DOOR NOA(LM)
110105/151070
TECHNOLOGY DR
ALYPEp5B7LER05 PE
N. VENICE, FL 34275
ANCHOR LAYOUT
8 J
ROSOWSKI
(041}480-
NO CHANGES THIS SHEET.
fl
04/05/17
CERT.OF AUM.C2B296
COPVRIOHT®201]
SGD-780
NTS
� 14 OF 18
11
MD-780.0
13
PGT INDUSTRIES, INC.
ALL RIGHTS RESERVED
P-HOOK ANCHORS LAYOUT
FOR ALL DOORS:
NOTES:
1) SEE TABLES 1-3 FOR EXACT QUANTITY
OF ANCHORS REQUIRED IN THE P-HOOK
FIGURE fERT 70R FOLLWA PoG£T IWAB
IiYq@I ANp1Ol LOUTKNS:
I
I l'Gr-
Nu
HeeEtS
C4+1
HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT:
EMEnRIDR
V
K
R
ANCRORS ARE REQUIRED, • C J
OR
175• CORNER STRACK
(USE WHERE 4OR S CLUSTER
ANCHORSAREREQUIRED,'M
EMIE��1RIDR
08• V
135•CORNER 4T m 135•CORNEA.0.TRACK
TER
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Im.a
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NOTES:
ON MI IMUM AO
NS OWED.SHOWN ARE BASED
ON MINIMUM ALLOWED.
2) DETAILS DEPICT ANCHOR QUANTITY
AND SPACING, AND WOULD BE SIMILAR
FOR INSIDE AND OUTSIDE CORNER
1 CONFIGURATIONS.
S 3) SILL SHOWN, HEAD SIMILAR.
4H4
3-
2.52
1A5'CORNEK2-TRACK
(USEWHERESCLUSTFR
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135'CORNER,bTRACK
NSE WHERE 10CLUSTER
ANCHORS ARE REQUIRED,' C10J
a.1r
EX EnRIOR
v
105' CORNER, iTPAGR
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(USE WHERE 10 CLUSTER
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VIL2
:NOR LAYOUT 18' J ROSOWSKI
(S41 }400-18
CHANGES THIS SHEET.
��
105117
9
CERT.OFAOTTOM138
lu.
COPYRIGHTO2D17
D-780
NT$
150E 184
MD-7B0.0
z
ai
B
ALL RIGHTS RESERVED
Lr_ �IL7.7 _ 1.084
239
4.741 5.186~9.000 1.0 1 8� 506 -1� 045
.700 i- 1.04 E
2.0001.9 1.938
.074 .04��� .717
.090 .09D =
Iap INTERLOCK TRIM COVER 3t FRAME SCREW COVER z1 PANEL STILE VTOPB'�
OTTOM RAIL � 23 TALL BOTTOM RAIL 0 8.085 O O
2.380 .442 --�I 8.815 7.443 1.793 rI133I88 293
Ln 1.947 F'� 2.380 � }.� 1,938 I-�- .t40 11.144 - J)II. {«I F.}- .847
1.081 2.324 2.702 1.172 Ij- .241 .125
f- l 75 L .101 1 '101 .075 98� 045 Oi 2-TRACKJAMB 37 CORNER BACKER PLATE OSILL MOUNTING STRIP
z4 STILE 26 INTERLOCK 29 DOUBLE INTERLOCK PI SNAP RAIL Bp INTERIOR BEAD O2JRACK JAMB W/ SCREEN S" 7 I 1.045t r- 1.019 305
SA
ADAPTER O ADAPTER O ADAPTER O ADgpTER O 4
O3-TRACK JAMB 1.993 1.872 .050
(�- 1.3000 2.781 I-� .062 .062 2
125 'YYY
L 1 r
125 7.807 .OBE y 420 7 0� 4 4-TRACK JAMB 2.723 7.8160� t17 H2 1SCREEN
14 .583 .374 �L O BOTTOM O SSTIILEN O ASTRAGAL
r 1.793 1-. 3.663 ..�1 � 2A42 :ter jI 2.8�3fi
OASTRAGAL .094 'L�f=1835 17 WEXT SSCREENILL ER 2.028 .425
ze INTERLOCK REINFORCEMENT O P-HOOK B8 "O' PANEL BRACKET 2.424
BACKER PLATE 0� L 1.521 .12
.id0 �1-(� 7.205 90° CORNER 90° CORNER •696 4.966
1 A55 1'000I � OLOCK ASTRAGAL O RECEIVERASTRAGAL sT .307 .125
MT7f-^ - IS HOOK MOUNT .307 V �I,865 [ t8 INT-E%T SILL COVER
11.74d ,r I}-
5.500
n 4-TRACK SINGLE HEAD .170 3.359 2.471 .725 O ASTRAGAL pRopllCF REV1biB
L Y 3.349 w,bs�aom
.045 C�3 1.578 buMLg Cab
Y-4' Aaepre¢t<No 1 -O ]o•OTf
1.40s 1.485 647
� 2099 � .a62 B26 135° CORNER 135"CORNER8.615 ��794 OLGDK ASTRAGAL OREDEIVER ASTRAGAL 19 MIOSILL COVER SCREEN
1p3-TRACK SINGLE HEAD Os 2-TRACKSILL .912 125 OTRACK ADOON `ttlY Ly��1��''
090 .090 .es7 .782 �` .as7 .762 zeo
L L B50 050
j .850 Ff.850 �.850 .040 - � .912 N.. 58705
1.405II II II r II I II u 1.495 �6 i� .045 .045 .050 -�-�L .050 �7-��
i 000 NNN 741111� 7711 �� 9.323 - et `OGEE BEAD OOGEE BEAD 63 OGEEBEAD OO SOUARE BEEAD 85 6OUARE BEAD 68 SOUARE BEAD
OD 2-TRACK SINGLE HEAD-W/S-CRE_JEN O3-TRACK SILL 7423 �S••.ROgIDP.`G?�
L L Imo- 1.048 1.872 'sir r NAntt"`
+ 1.993 A. L"N M4LER P.E
1.405 1.495 ,928 .002 � ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/051151070 TECHNOLOGY DR p.Ek66i66
YY N. VENICE, FL34275
f F-- 6.085 ---7 �• 11.853 - E1(TRUSIONS S J ROSOWSKI RT.01F 80-1600
�- .045 CERT.OFAU1H.828286
Oe 2-TRACK SINGLE HEAD 04-TRACK SILL ASSEMBLY ttp STOP na,,SCREEN 4 ADDED #110. �� 04/OS/17 ro PMIGW INUUblKOS I17
NOTES. 1) SEE SHEET 4 FOR SILL RISERS. ALL DIMENSIONS IN INCHES. SGD-7So .25 17 OF 18 £ MD-780.0 �f B ALL RIGHTS RE R�D
TABLE D:
TABLE D. CONTINUED:
TABLE D, CONTINUED:
Y
PartY
Description
Material
11
IROWCFREV6
Oy�awlaoeimrYr
.fb�OV
E+W air. Cne-$Fj f,7y2 •i
-
0d0gC
DaG
ti�..pY LYNp�i
` USN
' '
* Na. fi6705
7 *=
'ONAL IEl?�`�
ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/75 107. TECHNOLOGY
ALYNN MILIER.P.E.
REV M705
N. VENICE, FL 34275
PARTS LIST
��JROSOWSKI
(947)-48
$ NO CHANGES THIS SHEET.
CERT:OF AUTH. a29296
.nag
✓6$ 04/05/17
NoTEs:
OOPW1GW 02o17
1)IreNS 047.W59.7i79692-109
ARE NOTUSEU AND ARE NOT
PARTO 11-is APR4ovV
.
SGD-7BO NT$ a 18 GF 18
PGT INDUSTRIES, INC.
MD-780.0 r�� B ALL RIGHTS RESERVE)
1
8130
2-Track Jam
6063 TBA
—T6
2
8135
2-Track Jamb with Screen Rail
6063 AI
3
8733
3-Tmek Jamb
BOBS TB Al
d
8132
4-Tmck Jamb
6063 Tfi At
5
8118
2-7reck SIII
61)63 TB Al
6
8716
3-Track Sill
B1763 T8 AI
7
8120
4Treck Sill
BOBS T6 Al
e
8127A
2-Track Head
BOBS TO Al
9
8128A
2-Track Head with Sateen Rail
6063 Tfi At
1a
0124
3Tmck Mead
8883 TB Al
11
8121
4-Track Head
BOBS Tfi At
12
8140
SIII RIaa-iS/B'
606378 At
13
8739
SIII RIea-2-3/4•
BOBS i6 Al
14
8138
Sill Rlael-3-VY
fi0fi3 Tfi At
15
8137
SIII RIaer-4-11Y
G083TBA1-
i6
8182
SIII RIser-5-1/4°
BOBS TB AI
17
Bit9A
Eit SIII Cater wiN Screen Rail
6083 TB AI
18
8117
Inlfxt, Sill Cofer
fi0fi3 T6 AI
19
8715
MI6581Caer
BOBS Te Al
20
8183
Sal Moumi
Smp/Anehor Plata
6083 TB At
21
8072
Patel SOIe
fi063 TB At
22
8014C
ToplBotlom
Rail
fi08378 AI
23
8013C
9• Tell BORom Rall
W83 TB Al
24
Stile Atlapta
BOBS T6 Al
25
adedock Ad or SIn91e)
B08376 At
26
d or (Double)
Intetlock Adept.;
BOBS T6 AI
2711
Top Snap Ralf Adaptor
BOBS T6 AI
28
5
Astragal Backup Plate
fi0fi3 TB Al
29
2
Intedock Reinbmement
6105 TS AI
30
0
mtedock Screw Cater with T-alat
Wfi3 T6 AI
37
8
Freme Screw Corer
BOBS T6 AI32
C
Asiregar
BOBS T8 AI090•ComerLock
Astregal
M
BOBS Tfi AI34
1
BO°ComerAaba9alKatcher�
BOBSTB AI4
135•ComerAstragalBOBSTeAI38
5
735'Passhe Comer Moum
BOBSTfi Al372
90°ComerAslregalBeekupPlateBOBS
TB AI38
B
Pocket Door P4/ookfi08376
AI39
9
Packet Oool P-Haok Mount
fiW3TBAI407
Screen FrameAdtlan(SillT6
AI
41AScreen
Fmma Addan (Head)fi0fi3TBAl42A
—T6
Screen 7tack Adtlon
80fi3
Material
43
1695
1.1/Y %1' X3/4" Fin Seal Dust Plug
44
BTP248
Vinyl Bulb
Weatherstrip � Interlock
Flex PVC
45
BiP247
Vinyl Bulb
Weatherstrip ®P•haok
Flex PVC
48
1844
.187' X270" Weatherstrip
48
8175
Comer Astragal Seel
49
7270
1/2' X 1-1/8' Open Cell Foam Pao 9+panels
50
5/i8' X 2' LagDolt
SS
57
8197
LegDott Washer
Nylon
52
8153
Tandem St. SIR. Kollar Assembly
Be
53
8153
Tandem Nylon Roller Assembly
Steel
56
#70' X t-tlY Ph. PH. SMS ®Roller
SS
55
8052
Roller Adj. Hole Plug
PVC
BO
8022
Interior Bead
BOBS TS AI
87
8750
7/18. OG Bead
BOBS T5 AI
82
8145
9/18' OG Bead
8063 TS AI
83
814e
1-t/78' OG Bead
BOBS TS At
84
8150
7118° Square Seed
BOBS T5 Al
85
8148
BHB' Square Bead
BOBS TS At
68
8149
1-1/78' Square Bead
BOBS TS At
87
BTP247
Vlnyl Glazing Bulb
86
1843
FoertFflled Glazing Bulb /18' glazing ony)
89
Dow 899, 9B5 or Instantglaze Glezlrg Silicone
Silicone
70
7725
Sexing Block, l/Y X4'X1/18', 85+1-Stlum.
EPDM
71
1728
Seaing Black, 1' X4' %1/18" (OD), 85 +/• 5 dum.
EPDM
72
Super Spacer nXT with Hot Melt Butyl
Composite
73
Dumseai
Composite
74
Cardinal ri Edge Spacer
Composite
80
710X39PPSDA%
#70 X 3/4' Ph. PH. SMS ®P41ack
SS
81
#S %5/8' Ph. PH. SMS � Single Interlock
SS
82
#8 X 3/4' Ph. PH. SMS ®Double Interlock
SS
83
710X115PP%
#10 X 1.1/2' Ph. PH. SMS ®Astragal
Be
84
1155
#8X1°PH. Quad. SMS Main Bartle
SS
85
72087K
Jamb Bumper
Be
78XiBPPAX
fl8 %.375' Ph. PH. SMS
33
B7
4385
4 Hole Bumper Stop
Be
78XRBPPT%
#E %3/8• Ph. PH. SMS
Steel
89
8193
`O° Panel Bracket - 1Y long
W
#10 X 3/4' Ph. PH. SMS
L81 Bracket to Stile
SS
91
#8 X3/4" Ph. FH. SMS
®Bmcket to Fmrre
SS
BIII o7 Material
Y
PartY
Description
Motertel
17
43T/
Screen op Ra
6 8
171
43t8
Screen Bollam Rail
6063 TB AI
112
4319
Screen Side RaiVl.ackstile
6063111
713
8152
Screen Interlock Adapter
fi063 TB At
774
4344
Screen Astragal
60fi3 TS Al
775
7SRAZ
Roller
Nylon
t16
75RAX
Roller
SS
177
7/4'%7'MS (Q Top Rail
55
118
1/4' %1-1/Y MS ®Bottom Rail
SS
719
Screen Locksel
Steel
120
653
Screen Leek Keeper
Steel
121
7179
#f0 X 3I6• Ph. PH. SMS ®Keeper
SS
t22
1T93
.270•X.150'Weathemlrip
123
1692
Screens line -.i6S
Vinyl
124
Screen Guth
Fiberglass
M IAM I•DADE MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone:
DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, hnpacf', sheets 1
through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, 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.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
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# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E. Fa9e, Coly,
NOA No. 17-0630.08
MIAMMADE COUMY Expiration Date: March 26, 2021
Approval
proval Date: November 30, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0 714.06)
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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports on: 1) Air Infiltration 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
Manuel er P.E.
Product Contro Ex iner
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (ComroAD)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. 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
A) Small 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL4647 and FTL-4650, dated 08/11105, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
/ Mandel er P.E.
(� Product Contr 1 Exa finer
NOA No. 7- 30.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
PGT Industries, Inc.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51"
Edition (2014) and FBC 61 Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERLAL CERTIFICATIONS
1. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5", Edition (2014) and FBC
61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement Ietter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, T I L 4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10105, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
i
ah r
Product .0 rol E aminer
NOA -0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A 5116' LAMI CONSISTING OF (2) LITES OF 1/e' ANNEALED GLASS WITH A.090' KURARAYTROSIFOL! PVB (BY KURARAY AMERICA. INC.)
OR.090° SAFLEXI'VB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5116' LAMI CONSISTING OF (1) LITE OF 1/e' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090' KURARAYTROSIFOL°PVB(BY KURARAY AMERICA, INC.) OR.09D'SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A
.09D' KURARAY TROSIFOL °PVB(BY KURARAY AMERICA. INC.) OR.090' SAFLE)e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. 7/1 B' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL! PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX 0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/10" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A
.09W KURARAY TROSIFOL °PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7/16' LAW CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSFOL 'PVB (BY KURARAY AMERICA. INC.)
OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 1all 6' LAMI IG. (1) LITE OF 1IS' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAW CONSISTING OF (2) LITES OF 1/W ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (By EASTMAN CHEMICAL COMPANY)
H. 13116' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 511 G" LAM] CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (I) LITE
OF 1/8' HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL PVB(BYKURARAY AMERICA. INC.)
OR.090' SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13/16' LAM] IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 511 6'LAMI CONSISTING OF (2) LITES OF II STRENGTHENED GLASS
WITH A.090'KURARAYTROSIFO PL�VB(BY KURARAYAMERICA.INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
J. IN16' LAMI 10: (1) LITE OF 148' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A
.090'KURARAYTROSIFOL PVB (BY KURARAY AMERICA,INC.)OR.090' SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K. 13116' LAM] IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 7/i6' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE
OF3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOE FVB(BY KURARAY AMERICA, INC.)
OR.090' SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS
WITH A.090"KURARAY TROSIFOL P- BY KURARAY AMERICA, INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13/16- LAMI IG: (1) LITE OF IW ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A
.09C' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E IWO.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
CODES ISTANDARDS USED:
•201] 0.0RIOA BUILDING CODE (FBC1 OTH EDITION
•2014 FLORIDA BUILDING CODE (FBC1 STH EDITION
•ASTME13USM
•ANSVAFSPA NUS2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM2015
•A1515100.12
•AISC36D-10
NOA DRAWING MAP
SHEET
GENERAL NOTES.............I
GLAZING DETAILS............2
DESIGN PRESSURES.......3
ELEVATIONS ..................... 4
VERT. SECTIONS ............. 5
HORIZ. SECTIONS ............ 5
PARTS LIST ....................... 6
EXTRUSIONS .................... 7
CORNER DETAIL .............. 7
ANCHORAGE .................... 8-11
Mstedel
Min. F7
Min. F„
Steel Screw
92 ksi
120 ksi
Elco UltmConll
155 ISM
1T7ksi
410 SB Elco CndeFlexO
127.4 ksi
189.7 ksi
8083-T5 Aluminum
1Bksl
22 Ks1
A36 Sled
36 ksi
58 kst
Gr. 33 Steel Stud
33 ksi
45 ksl
4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FTL-4647, FTL46E8, FTL4649, FTL41650, FTL4651, FTL-0723. FTL4957, FTL-4958 AND FTL5063.
ANSVAFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. SERIESIMOOEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
I
9. THIS PRODUCT HAS BEEN DESIGNED 3 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
U 10. FOR INSILATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (GL) ARE ALLOWED.
I i
I I
�R r1riI1e ISINGLEHUNG WINDOW, IMPACT I'',%;ONAL1C;��`'
JR OBffi111 :O UPDATEOANpIORAGEI0 FBC20f7. 4MOID11 LJ\ \ �i L]J - o..w1c r A LYNN MILLER, P.E.
..�`�''man ® 91w00 NTS 1 + 11 4040 PO G FL P.E.# 58705
LLASS BITE u G44 I II,T 1 I I 17� GLASS BITE
Part#
Deaulp8on
Material
71
Kommeding 4SG TPS Spacer System
72
Quanex SuperSpacernXTMN Hot Mea BWr
See this
Sheer far
73
QuaneX Dumseal Spacer
lCardinal
Matedals
74
XL Edge Spacer
HGFFJIkNI:G ILII NVVNI tl: YILtl/1/�otlOO oeY/U
v 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 311S' ANNEALED OR HEAT STRENGTHENED GLASS
VB 090 PINTERLAYER .090 PVB INTERLAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
5H8' NOR. 7/16" LAMINATED
5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85
71-74 71-74 aEXTALLS INTERIOR
1 1 (ALL SECTIONS)
°PVB"
KURARAY TROSIFOL
12'NOM. 12'NOM. PVBINTERLAYER
46 GLASS BITE 46 GLASS BITE SAFLEX®PVB or
ASTMA CHEMICAL
COMPANY
EASTMAN CHEMICAL COMPANY
38 70 38 70
1/8' ANNEALED OR HEAT STRENGTHENED GLASS WIT ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .09D PVB INTERLAYER
I/F ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS
SPI'LAMINATED 7/16'LAMINATED
AIR SPACE AIR SPACE
1/8' ANNEALED OR TEMPERED GLASS 1/8' TEMPERED GLASS
13/16' NOM. 13116' NOM.
13/16" LAM] IG GLASS W/5116" LAMI 86,87,88 or 92 13/16' LAM[ IG GLASS W/ 7/16" LAM[ 89,90 or 91
allNJNUM
SILICONE HOT- ELT BUTYL REINFORCEMENT POLYIS4 DESIOGANTFRLAREA
STRSCTUM y1fi'NDM. BUTMbEAI ENE fi116'NOM
STRUCK-v//��1N'NOM Y16'NDM
OLYISOBUTYIENE FOAL/ BUTYLd SIUCONESEAL
WITH DESICCANT Wn11 OESIGGANT ROLI.FORMED
DESICCANT FOAM STAINLESS STEEL
EXT. GLASS EXT. GLASS EXT. GLASS
GLASS
KODISPACE SUPER
11 4SG TPS OSPACERONXT 1N
Ta 14
DURASEALB XLEDGE'
SPACER SPACER
(941)480.1600
CENT. OF AUTH. O'KLY
2 • 11 1 40400
NOTE
LAMI IG OUTBOARD
LIES MAY BE
UPGRADED 703116'
WITH NO CHANGE IN
DESIGN PRESSURE.
* r No. 58705 '• r
:*
_. �
9O % B(i TA OF �2- IZ°��Q'
ENG``�
A. LWA lAI O, P.E.
FL P.E.# M706
111 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63, 66" 68- To- 72"
74"
TABLE 1.
76-
48"
A.B.M
1 .80.01
40.0
+80.0
-00.0
+8a.0
ao'o
+80.0
-60.0
+80.0
-80.0
+80.0
-80.0
+00.0
-80.0
fi0"
AB,M
+B0.0
410.0
+80.0
40.0
+80.0
410.0
+80.0
-80.0
+80.0
40.0
+80.0
-80.0
+79.0
-79.0
62
ABM
+B0.0
4K.0
+80.0
-80.0
+80.80
-7129
+020
-80.0
+78.8
-78.8+77.3
-7.3
+75.97
A,B,M
..
40.
+7B
.8+78.
-78.2
+76.9
-76.9
+75A
-75.4
+74.0A
-74.063118"
C,D,E,F,G,H,I,J,KL
0
+80.0
-80.
8.
-00
+80.0
4f0.0
+80.0
-0.0
+80.0
410.0UPT0631M"
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIOTN GLASS TYPE 38 318" 44" 60 NB" 67" 1 72" 74"
TABLE 2.
76"
Or
A.B.M
+60.0
40.0
1 +80.01
ao.0
+80.0
-80.
80.0
0
+70.1
40.0
+70.D
-70.0
+70.0
-70.00.9
+80.0-80
.0
+80.0
-60.0
-76p•
52"
A,B,M
a80.0
410.0
+80.0
-80.0
+80.0
410.0
+78.9
-78.9
+]0.0
-]0.0
+Be.B
4i8.8
ae7.e
Hi].6
63118"
AB,M
1 +80.01
410.0
1 +80.0
-80.0
1 +80.01
40.0
1 +75.0
-75.0
1 468.01
418.0
1 a66.7
416.7
1 +65.5
H25.5
UPTO63118"
C,D,E,F,G,H,I,J,K,L
+SD.O
-80.0
+80.0
-00.0
+80.0
40.0+80.0
40.0
+70.0
-70.0
+70.0
-70.0
+70,0
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH a 76" FLANGED AND 76" INTEGRAL FIN)
WIDTH I GLASS TYPE' 171/8" t 2211116" 1 283116" 1 33314' I 39N16" 4413116" 60318' 5616116'
531/8' D,E.F.J,K,L+ +80.0 -80.0 +80.0 A0.0 +W.0 -80.0 +W.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.
GLASS TYPES'.
TEST REPORTS - TABLE 4.
A. W16'LAMI -(I/3"A,.090,1/8"A)
FTL4 7, 4618, 4723, 4957
B. 5/16' LAMI -(I/8'A,.090,1/8'HS)
F71-4647.46KI
C. 6/16' LAMI - 1/81HS,.OW.IlIrHS
FIL4847, 4648
D. 7/16' LAMI. 3/16"A,.090. 3116"A
FTL4648, 4885
E. 7/16' LAMI - (3/16'A,.090, 3116'HS)
FTL445
F. 7/19- LAMI- 16'HS,.090, 3/16"HS)
FTL4645
G. 13/16'LAMI IG-A18'T AIR SPACE, 5/16' LAMI -(1/8"AAKIWA)
FTL4646, 4723
H. 13116" LAMI IG-1/8" T, AIR SPACE, 6/16" LAMI- 1/8"A,.090,1/8"HS
FTL4698
I. 13/16'LAMI IG-I/8'T, AIR SPACE, 5/16'LAMI -(118'HS,.090.1/8"HS)
FTL4646
J. 131i6-LAMI IG-1/8'T. AIR SPACE, 7/16- LAMI -3/i6-A..090, 3/16"A
FTL4649, 4650
K. 13/76' LAMI IG-1/8" T, AIR SPACE, 7116" LAMI -(311CA,.(190, 3/16'HS)
FIL4 19. 4650, 495E
L. 13/16" LAMI 10 -1/e" T, AIR SPACE, 7/i6' LAMI -(3/16-HS,.090, 3/16"HS)
FTL4649, 465D
M. 13116" LAMI IG-118"A. AIR SPACE, 5/16" LAMI - U/6W.090, i/8"A
FTL-5063
'0'
MEETING RAIL
HT.
t 'X" q H
r W L7.
WII -p• MINUS
SASH
SASN
HT.HT.
tMEETING RAIL 1
m" -It4H
NOTES:1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVEDESIGN
PRESSURES ARE UNEFFECTED. _ *: N4. 58705 ;
2. FOR I EGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING I- FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. _ *_
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38' MAXIMUM. -TJ1
4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP �• ''n'•,��
1aio VIN CIL0aYD61VE 'tC '"(ORIOA,
LIMITATIONS. 8.Y8R"L�;70 DESIGN PRESSURES '�,S`S, Get:
ONAL 6N,`
JR aro6/n G No cHArucEs rN1s8N56i CERT. OFAUTH. rre1w ALUM. SINGLE HUNG WINDOW, IMPACT .R 1jhl 11t"
c�wrwn•mn ® - w+' - mw,oee A.LYNNII�ILLER,P.E.
�FK DNS 'JJ.1 W01g1P14 "� BWtn NTS 3 • 11 4040.10 G FL P.E.868705
5311W MAX FLANGED WIDTH
52118• MAX. I.F. WIDTH
49 518• MAX. FIXED D
DLO (ALL) D'")
75•MAX. ]5'MAX.
I 75' MAX.
SEE DLO I.F. A A IF. I.F.
TABLE / D-i HEI HT SEE DLO HEI HT SEE DLO D HEI HT
f 0 TABLE 0 TABLE O j
,J� 76•MAK IIL 78•MAX. _ ]8•MAX
FLANGED FLANGED L FLANGED
HEI HT HEIGHT EE
Hi
SEE DLO 38 X
TABLE(MAX) X / HBASH EII HT SEE OLD X jE SEE OLD TABLE = j
I1 TABLE — / NO E4
J�
48114' MAX. .
VENT OLD (ALL) DETAIL B DETAIL C
DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
1!1
B E`
75' MAXQ�IeIA
I I.F.
HEIGHT
SEE DLO SEE
TABLE O TAB//'76'MAX.
FLANGED INGED
HEIGHTT
SEE DLO TABLE X j SASH SEE DLO 200
HEIGHT RRODDCl REVISED
mmPlYlRe VIES Ftr6L
--- Bmldiug Code
e _ ^Rmrmce w I 63D. DA
DETAIL D DETAIL E7a21
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) r°dYem
NOTES: .d a :.......
2 SEE SHEET S FOR VERTICAL SECT' ETAILS.
3. SEE SHEETS THROUGH
DETAIL VIEWS. *: ND. 58705
3. SEE ASHSHEETS IGHTSF RSTAN STANDARD
ASH WINDOWS
INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. — �L
=A c.�
:O�•.. STATED I�:•t'J((�p/�
IDfO TEGWDLO[.YDRNE f
VATIONSALA WWn7 G NDGIANGES77xSSHFiT M. SINGLE HUNG WINDOW, IMPACT R�
c��romr 1�2® T....� meex. A. L L P.MILLER• P.E.
F.l�c &LDS AJ. �] SMm NTS 4 v 11 4046>?0 G FL P.E.p 58]05
I
I^2784- NOTE: MIN. (1) SWEEP LATCH AT VENL CEMERLINE OR •16 17
OPTIONAL BOTTOM LOCKS, (1) 8' FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED
1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
- 9,10,11,15,16
31
- + �.0. + - O f--
MAX. 2.710'
LITED
7,8OR17
DAYLIGHT 25
OPENING
OUTSIDE
25 I �MA%. FU(ED LITE DAYLIGHT OPENING
, MAK WIDTH 6
SECTION A -A
OIfTSIDE INTEGRAL FIN (I.F.1 FRAME SECTIONS INSIDE
MAX
23
47 50
HEIGHT 21 2.46
OUTSIDE
MA%
VENT
DAYLIGHT
I 3 30
SECTION B-B
(LOWSILLSHOWN)
I HIGH
SILL 2.338
LOW
FL
49 HIGH SILL 48 LOW SILL 1 HEAD
2.710
68 I.F. FRAME 0
v (LOW SILL)
SEE NOTE ABOVE
ULTRALIFT
12 ONLY
uv.OFNIOt0
(HIGH SILL)
54
ULTRALIFT
12 ONLY
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED VERSION)
5 • 11 1 404D-20
* : No. 58705
Aiu
A LYNN MILLER P.E.
FL REA 58705
ITEM
DWGN
DESCRIPTION
PGLC
1
4002A
FLANGE FRAME HEAD
612225
2
1156
98 X 1.000 QUAD PN. EMS
781PQA
3
4003C
FLANGE FRAME SILL(LOWELL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMB
612227
7
4025
SASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.125 LONG
612244
9
4029
SPIRAL BALANCE, 3M', 518•, OR 11116"
10
1080
BALANCE COVER, 3/9"OR 518"
6BALCVR916
11
B8 X.750 PH. PN, EMS
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
1085/1086
SASH TOP GUIDE
42504
15
#8 X1 PHILLIPS FLAT HEAD S. STL
78XIFPAX
16
1080-1
BALANCE COVER, 1 I 6'
6BALCVR670
17
4053
SASH STOP COVER
04053
18
4029A
SASH BRACKET
7ULBRKT
19
A8-32 X12- LG. PH. FH. TYPE F S. STL
7832Xl2FPFX
21
40UC
FDO:D MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
64006
25
1235
WSTP.,.170 X.270 BACK FIN SEAL
67S16G
26
1096
SWEEP LATCH
71096
27
1016
68 X.625 PH. FL. EMS
7858
28
4007
SASH BOTTOM RAIL(LOW SILL)
612230
30
1226
WSTP., BULB VINYL
6TP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAM SETTING BLOCK 322'X25B4'X 1'
71 222K
36
1052
LAM IG SETDNG BLOCK I'X3WX 1116'
71052K
37
1224
VINYLGLA7 BEAD BULB (THICK)
GTP247W,K
38
1225
VINYLGLAZ BEAD BULB(THIN)
6TP248K
41
4039E
GLAZING BEAD, 5116 LAM. GLASS.
64039B
42
4044E
GLAZING BEAD, 5116 LAN W/GRILL KIT
644703
44
42MA
GLAZING BEAD, 7/16-LAN
64222
45
985C
GLAZING BEAD, 7116-LAMI WGRILL KIT
6985
46
4067
GLAZING BEAD, 131l6" LAN I.G.
64067
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAME, LF. LOW SILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
50
4074B
FRAME, I.F. JAMB
64074
52
4D09
SILL LATCH (EGRESS) (LOWSILL)
764009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME(HOR. BVERJ
61014
56
1630
SCREEN CORNER KEYWURINGS
71630
57
1631
SCREENCORNERKEYW/OUTRINGS
71631
58
1 1073
ISCREEN SPRING
7CASP
59
1 1624
ISCREEN SPLINE-.135 DIN. FOAM
I 61624K
CERT. OF AUTH. AP
ITEM
DWG I
DESCRIPTION
PG7k
60
1635
SCREEN SPLINE-.135 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505
GLAZING CHANNEL(.6B8 X.500)
6533402
61
1161
96 X 1.000 PH. BUGLE TEK
706X1
67
GLAZING TAPE, 1116 X 12-7/16 LAM
62BVIS10
68
4051A
SASH BOTTOM RAIL (HIGH SILL)
84051
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050
70
SILICONE, DOW791,899,995 OR GE 7700
80
A GLASS,
5116"LAN. (119'A.090 PVS.1/B'A)
81
B. GLASS,
6/16"LAMI, 1A3"A.09D PVB,1/8"HS)
82
C. GLASS,
5/16" LAN, (178'HS,.090 PVB,118'HS
83
D. GLASS,
7/16" LAM. (3116•A.09D PVB,3/16"A)
M
E. GLASS,
7/16-LAM. 311VA..09D PVB,3/16-HS)
85
F. GLASS,
7/16'LAM, 3/16'HS,.090 PVB,311VHS)
86
G. GLASS,
13116' LAMI IG; 1187,, AIR SPACE, 6116• LAMI, (118"A.090 PV8,1/8"A)
87
H. GLASS,13/16'
LAMI IS; 1/8'T, AIR SPACE, 5/16' LAM, (11e•A.090 PV0,l1WHS)
88
I. GLASS. 13/16' LAN IG: 1M'7. AIR SPACE, 5116" LAMI, (118-HS,.090 PVB,1/B'HS)
89
J. GLASS, 13/16-LAM IG; 1/8T. AIR SPACE, 7116" LAM. (3116•A.090 PVB,3/16-P)
90
K GLASS,13/16" LAMI IS; 1/9%A.IR SPACE, 7/16• LAN, 3N8•A.090 PVB,3/18'HS
91
L. GLASS, 13/16" LMN IG: 1/87, AIR SPACE, 7N6" LAND, (3116'HS,.090 PV43,3/18"HS
92
IA GLASS, 13116" LAN IG: 1/8"A AIR SPACE, 5116"LAM, (118"A.090 PVB,I/8"N
1.
082
47 FRAME, I.F. HEAD
p40710. 8083-T6
49 FRAME, I.F. HIGH SILL
R4073A, 6061T6
48 FRAME, I.F. LOW SILL
44072A, 6063-T6
THICKNESS
O FRAME, I.F. JAMB
50 #4074B, fi063T8 = * : No. M705
*_
(USED AS RADIUS TOP HEAD)
cii an,05 J1� a2s9] x.mvnusmm SN7ro NTS1 6 + 11 4040-20 I G FL P.E.p 58]05
// I.F. FRAME SEALANT ALONG ENTIRE JOINT
1 Or 47OSEA�NTORGASKET,
1 ! I.F. FRAME
2.76d—�I .062 2.830
� 6 or 5011
OFLANGE FRAME HEAD#4002A, 6063-TO f^-2.764--IFLANGE FRAME SILL(LOW)WELD
1.749 3 #4003C,606}76 6 or 50 ALONG
SCREW
BOSS (2)
I I AT HEAD AND SILL
2.710 1 �-1.513- { r.7W
.062 .490
.062I-14s1—IT VIEW D-D VIEW E-E
(1/iflVIEW HEAD&SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
S
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CERT.OFAUMMM
sa74o I Half 1 7 d 11
4040-20
ANCHOR QUANTITIES FOR iM FLANGED WINDOWS TABLE S.
WINDOW HEIGHT
SUBSTRATE:
28.603
34.603
40.603
46.6D3
52.603
58.603
64.603
76.000
ANCHOR TYPE:
p
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WIDTH
TYPE
3
5
3
5
3
5
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3
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1
1
1
1
1
1
1
1
1
1
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1
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1
1
1
1
1
1
1
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1
H,I,J,K,L
1121i11I1121(11122-,21l22222222222a122�2222T22'22�2222122'
_1
19.125
1
1
1
1
1
1
1
1
1
1
i
1
1
1
1
A
1 2
111
1 1
1T2
1'1
1'2
2T2
112
2�2
212
212
2(2
2i2
2;2
2T2
212
2i2
2i2
212
212
272
2 3
212
3 3
C,D,E,F,G,
1
1
1
1
1
1
1
i
1
1
t
1
1
1
1
1
i
1
1
1
1
1
1
1
H,I,J,K,L
112
1j1
ii2
1T2
112
1F2
2r2
1'12
2 2
212
212
2 2
22
2j2
2r2
2 3T2
2j2
2 3
2F2
2i3
313
22
3 3
24.000
AB'N1
1
112
1
1� 1
1
1 2
1
1 2
1
1 r
1
12
1
2-j 2
1
1 2
1
2 2
1
212
1
2 2
1
2 2
1
212
1
2r2
1
2T2
1
2 3
1
2 2
1
212
1
2I3
1
2 2
1
2t333
1
1
2 2
1
3r3
C,D,E,F,G,
1
1
1
1
1
1
1
t
1
1
1
1
1
1
1
2
1
1
2
1
1
2
1
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1
H,SJ.KL
--__..___
112
1 2
2T2
_
2i3
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2 2
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2 3
tit
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213
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2 2
2 3
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213
_
212
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313
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all
313
3T4
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3 2
313
_
3'4
313
4 4
32.000
1
7
1
1
1
1
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1
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1
1
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112
22
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2'2
_
2 3
._,._.__
213
_
212
-,.
2 3
_ _
3I3
_-
2 2
_._..__.
3j3
3i4
-_T
312
313
_..._....T.
314
313
_.. .
4 4
C,D,E,F,G,
1
1
1
1
1
2
1
1
2
1
2
2
1
2
1
2
2
1
2
2
1
2
H,I,J,K,L
2I21j222231j22132T2223213212232132'3233r
_7
_2
233T33433343153j3414
37.000
AIM_�.
1
2;2
1
__
ii2
1
- r
212
1
.._.._
23
1
112
1
213
2
_..__....._...
2I32122
i
1
32j3
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212
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213
2
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2
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2 3
2
.. ..__
314
1 ..
213
2
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3.33i4
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1
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313
2
_.,_
314
2
-.._
3 5
1
_.
313
2
_..
44
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,4J,KL
2 2
112
2 2
2 3
2 2
213
213
2121213
213
213
213
214
2'3
3F3
314
2I3
3i4
3 5
3 3
3i4
4 5
3�3
4 4
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
'
2 2
1�2
2.2
2i3
212
2j3
2;3
212
213
2;3
2 3
2�3
214
2I3
3 3
3T4
2�3
3j4
3J5
313
314
415
3I3
4T4
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 .
2
2
2
2
2
_ 2
2
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44.000
H,I,J,K,L
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2i2
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212
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212
2 3
2T3
212
_�_.....T
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_
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34
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213
_
3I3
3' 4
_
2T3
. _,.-..._
3j4
3�5
...T_
3 3
314
4 5
3;4
415
2
2
2
2
2
2
2
2
2
2
1 2
1 2
2
2
2
2
2
2
2
2
2,
2
2
2
2 2
2�2
2 2
2'3
2i2
2'3
2'3
212
3 3
2'4
2'3
3 3
3i4
2i3
3j3
3 4
2i3
314
3 5
313
3j4
45AB,M
3 4
4 5
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2 _
. 2
2
_ _
2
2
2
_ 2
._ 2
2
.. _
_ 3
2
2
3 ...
2
2
48.000
H,I,J,K,L
2 2
2i2
2 2
2i3
2j2
23
3T4
213
3J3
3TA
2 3
3 4
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23374
3 5
3T3
314
3T5
3 3
45
4T6
3 4
6 5
AB,M
2
2 2
2
2j2
2
2 2
2
213
2
212
2
2i3
2
3r
2
2�3
2
313
2
3r4
2
2(3
2
314
2
31q
2
2i3
2
3�4
2
3(5
2
313
2
3 4
3r
310
2
313
2
416
3
4i6
2
314
2
515
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
53.125
H,I,J,K,L
2i2
2 2
2 3
T-22
3j4
2j3
314
3'4
213
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3 4
3 3
3!4
3;5
3=3
414
4i8
3 4
4;5
418
3i4
53
2 2
2
2
2ARM
2
2
2
2
2
2
3
2
32
2 2
2'2
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2 3
22
3i4
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314
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l&i1)190.1SM
CERT.OFAVI .�
1. ANCHORTYPES: 1-1/4-ELCOULTRACONSOR#12
SCREWS INTO METAL
2 -1/4" ELCO SS4 CRETE-FLEX
3-#12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
HEAD -181J2" MAX FROM TOP CORNERS
JAMBS -17 IW MAX. FROM TOP CORNERS
15-MAX. FROM BOTTOM CORNERS
6" MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES U31NG THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FI GEDWINDOWS, INTEGRAL FIN DIMENSIONS
ARE V LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
MAX PSF
(DP LIMITED) 1 f8
HEAP 2
JAMBB ABOVE 2 3
MTG. RAC
JAJ68 BELOW
MTG. RAIL
(FULL DP)
HEAD 2
n
M;.un eaceraaxl
JANIS ABOVE 2 3
10 r�
MTG. RNLLYN/y
JAIv� BELOW
�•�� OcBugFll �.
L
SEE TABM1E I FOR
* : 58705 .P
FULL DP
—
;O�•.. STATE:'•.
NNDOWS
:� (CSO.!(ORIDP, 4v
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ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WINDOW
HEIGHT "
SUBSTRATE:
29.655
37.155
44.655
67.155
74.655
76.000
ANCHOR
E.
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WITH
TYPE
C,D,E,F,G,
H,I,J,K,L
1
1T1
1
1{1
1
1 1
1
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211
1
2T2
1
2 2
1
2 1
1
2�2
1
2T2
1
2f2
1
2T22T2
1
1
212
1
2I2
1
2T2
1
2�'2
1
2'2
1
3,4
_1
2T2
i
3 2
1
3T2
1
2F2
1
312
19.125
1
1
11
1
1
1
1
1
1
1
1
1
1
1
_1
1
A,B,M2
_1
2
2 2
212
2 2
212
2 2
_1
22
212
372
2 2
8 2
32
2l2
312
2J2
2 1
2 2
2T2
2
79
C,D,E,F.G,
H'1.J,K,L
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_1
Tt
1
f-27T22-
1
111
1
2i2
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2 2
11
212
2T2
1_
2T2
1
2 2
." 1-_.
2 2
_i_..
212
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2 2
32
1-___iTi
3 2
212
-A,9,M
3 2
31
2
3i2
1
3 2
_7_PSF
22
32
24.000
1 1
1'_11
111
11
11
1 1
1'T1
1
1L7
272
272
2 2
212
22
2 2
2 2
2i2
2T?
3i2
3 2
2'2
32
3T
3T2
3'2
2 2
3'2
PSF
68
77
C.D,E,F.G.
1
_ 1
1
1
1
7
1
1__.
1
2
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_1
_2
_
. 1_.
_1
�._
.
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_�
_T
32,000
H,I,J,K,L
1 1
1111
1 1
2 2
212
2 2
2 3
2 2
2 2
3 3
2 2
3 3
3 3
3 2
3"9
3 3
2 2
3 3
4 3
3 2
43
4[3
32
43
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
1
1
1
1
1
1
_1
1
1
A,B,M
1 1
1�1
1 1
2 2
212
2;2
2r3
2T2
2 2
313
2 2
3 3
3 3
3T2
3 3
3 3
2T2
3T3
4'3
3 2
4'3
4:3
312
413
PSF
69
67
79
C,D,E,F,G,
1
1
1
2
1
1
2
1
2
2
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2
1
2
2
1
2
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2_
2
1
2
37.000
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T1
1 1
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22
2 2
213
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2 3
3;3
212
3 3
3'3
313
4!3
3 3
3T2
33
4T3
3T2
413
4T4
32
413
1
1
1
2
1
2
1
2
2
1
2
2
2
2
1
2
2
1
2
2
1
2
A,B,M
1 1
11
1 1
2 2
_1_
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2 2
2T3
212
2T3
313
2T2
3 3
3T
_1
3 3
41.3
3i3
3 2
313
4I3
3T2
4i3
414
312
413
PSF
54
79
62
79
ED,E.F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,I,J,K,L
1 1
1 1
1 1
2 2
2 2
2T2
213
2T2
3i3
3T
2 2
3T
413
3 3
413
3
3j3
413
4!4
3T3
413
414
3j3
5 3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
_2
2
_2_
2
2
"Si3
a,B,M
1 1
1 1
1 1
2 2
2!2
212
23
A
_2_
3.3
3'3
2�2
3!3
4'3
3 3
4 3
3 3
3T3
413
4T4
3!3
4 3
4!4
3T3
PSF
49
79
50
78
79
2
2
2
2
2
2
2
2
2
2
2
2ffl-ji
2
2
2
2
2
2
2
_2
2
44.000
1 1
1 1
2 2
2 2
2 2
3(3
2(2
3i3
3T4
2 3
313
4144!4
3T3
733
4 4
313
413
4!4
3r3
5;4
4A,B.M
2
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 1
1 1
2 2
2T2
2 2
33
212
313
3T4
2.3
3;3
444
31,3
4i3
4.413H
4
3 3
4 3
414
313
5,4
PSF
45
741
74
79
78
2
2
2
2
3
2
2
3
3
2
2
48.000
C,D,E,F,G,
H,I,J,KL
2
1 1
2
1 1
2
1 1
2
2 2
212
_2W23
2 2
3 3
_2
3'4
3'T9
3'3
4i4
3
E734:-
414
_2
3'3
Al— 4
4�4
_2
4j3
_2
5T4
4T4
419
5 4
2
2
2
2
2
2
2
2
2
3
'_.,,2
?.
_3
..2
2
3
2
2
A,B,M
IF
1 1
1 1
2 2
2T2
212
33
3,4
.2
3J3
313
4T4
3
414
,,2
313
44
414
4T3
5 4
4T4
4 3
5i4
41
07
46
67
76
78
3 2 3
3 2 3
3 2 3_
3- 2 3
53.125
c,D,E,FSF
,G,
H.I,J,KL
2
1 1
2
1 1
2
1 1
2
2 2
2
2T2
2
2 2
3
3 3
2 2
3i3 3 3
3 2_ _3
4 4 313 4�4
4 4 3�3 44
4'4 33 414
5T5 4�3 514
5!5 4.3 514
2_
3.,._2
3.
3
{
A,B,M
2
2
2
2
2
2
3
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4:4
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4i4
3 3
4'4
5;4
413
5.4
5i4
4;3
5'4
1 1
1 1
1 1
2 2
2'2
2 2
3 S
3 3
3 3
313
4 4
4'14
3 3
4 4
CERT.OFMIT4Pb198
1. ANCHOR TYPES: 1-114' ELCOULTRACONS OR #12
SCREWS INTO METAL
2 -1/4- ELCO SS4 CRETE-FLEX
3-#12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -1812' MAX. FROM TOP CORNERS
JAMBS -1712' MAX. FROM TOP CORNERS
IS- MAX. FROM BOTTOM CORNERS
6-MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE V LESS.
S. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
JAMS ABOVEL
mm. RAIL
JAI1B BELOW
MTG. RAIL,
JAM ABOVEL
NRG. RAIL
JAWS BELOW,
NRG. RAIL
SEE TABLE 2 FOR
FULL OF
*.: No. 58705
SH I NTs 1 9 s 11 1 404OL20 I G I FL
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD 8 JAMBS CUSTOM FLANGED WINDOW
HEIGHT MINUS SASH HEIGHT TAB]E7,
WBJDOW HEX3HT MNUS SASH HEIGHT FROM
TABLE 8.
SUBSTRATE:
17.125
22.668
28.211
33.754
39.296
44.839
50.382
55.926
ANCHOR TYPE:
❑
m0"Z�QZ
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0
0
O
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❑
mp0p
O
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O
U
0
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00
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GLASS
TYPE
19.125
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�7
2
2
2
2
2
2
2
2
2
2
2
2
32
3
3
2
3
3
3
24.000
D.E,F,J
1
j.}
1
2
22
222
2
2
3
3
2
111K,L
3
3
2
3
3
3
3
3
3
32000
D,EAJ,
XL
1
1
i
1
1
1
1
2
1
2
1
2
2_,-
3
1
2
1
3
2
3
1
3
1
3
1
3
1
2
1
3
1
4
1
3
t
4
1
4
1
3
1
4
1
5
1
3
1
5
PSF
79
37.000
D,E.F,J
K,L
1
�"'"{
1
1
`t
2
2_
1
"2
2
2.
2„
3
1
2
2
3
2
3
1
3
2
4
2
3
1
3
2
3
2
4
1
3
2
4
2
4
1
4
2
5
2,_
5
_ 1
4
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5
PS
79
79
79
79
40,000
OE.FJ,
K,L
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2
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2
Z..
2
2
2
_.3.
2
3_.
2
3
2
.4...
2
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2
4
2
4
2
.3
2
4
2
.,4_
2
_..3...
2
6
2
4
2
4
2
5
2
5
2
4
2
6
PSF
79
76
77
78
79
79
44.000
D,E,F,J,
K,L
2
1
2
�j
2
2
2
2
2
2
2
2
2
2
2
3
2
5
2
4
2
3
2
5
2
5
2
4PSF
2
2
2
2
1
2
2
3
3
3
4
4
4
4
78
79
70
79
T1
79
73
76
48.000
D,E,F,J.
K,L
2
2
2
2
2
2
2
2
3
..4._
2
_4 .
2
2
5
2
4
2
5
3
5
2.2
4
8 ...
3
5
2
4
2
6
3
B
22
5
6
1
1
1
2
2
3
3
3
4
PSF
71
79
63
79
64
74
6B
77
69
6953.125
D, E,F,J,
K.L
2
2
2
2
2
3
2
3
2
3
7
4
2
4
3
4
3
5
2
4
3
5
3
6
2
5
7
6
3
6
2
5
3
7
3
6
2
5
3
7
1
1
1
2
2
2
3
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLES.
SASH
HEIGHT
SUBSTRATE.
IZ776
15.776
18.776
21.776
24.776
27.776
30,'nU6
31.106
ANCHOR TYPE.
❑
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wwoow
WIDTH
19.125
1
1
1
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
1
2
2
2
2
222
2
2
3
2
2
3
2
2
32000
2
1
2
2
2
2
3
2
2
33
3
2
3
4
2
3
4
2
3
79
37,000
2
1 1
2
2
2
2
3
2
3
3
2
3
3
3
3
3
3
3
4 3
3
4 3
4
74
40.000
2
2
2
2
2
2
3
2
313
2
3
3
3
3
4
3
3
4 3
4
4 3
4
66
78
44.000
2
2
2
2
2
2
3
2
3
3
3
303
4
3
3
4
9
4
5 3
4
5 3
4
72
78
48.000
2
2
2
2
2
2
3
2
3
4
3
3
4
3
4
4
3
4
5 3
4
5 3
4
73
58
66
72
53.125
2
2
2
2
2
2
3
3
3
4
3
4
4
3
4
5
3
4
5 3
5
5 3
5
1. ANCHOR TYPES: 1-1/4' ELCO ULTRACONS OR#12
SCREWS INTO METAL
2. 1/4' ELCO SS4 CRETE-FLEX
3 -912 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD- 1812' MAX. FROM CORNERS
JAMBS- 1712'MAX. FROM TOP CORNERS
11 12' MAX. ABOVE THE MEETING RAIL
6' MAX. BELOW MTG. RAIL
IS -MAX FROM BOTTOM CORNERS
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 125/5' MIN. TO 38' MAX
S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
V LESS.
8. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLO. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
M4X. PSF SEE TABLE 3 FOR
(DPLMTED) 112 FULLDP
HEAD 2
JAMBABOVE 2
MTG. RAIL
(FP)B
HEAD 2
JAMB ABOVE 4
MTG. RAIL
TABLE 8. KEY:
MAX. PSF
(DP L9NiED) 112
JAMB BELOW 2
MTG. RAIL
(FULL OP)
�'�aV1JCEN ,
JAMB BELOW
e2
R2:
MTG. RAIL
=1t :' N0.58705
FULL DPLE3 FOR
FULL DP
17D'. ., J I'
JR o611fln7 0 rro cewnucs /ms snee /. camwmmo� LJV V ILEA .,,�,a.,, — r,,,,c ,k A. LYNN MICCER, P.E.
ws 10 +11 4040-20 G FL P.E.#55705 11
EXTERIOR INTERIOR
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY
1-3/4'MIN. EDGE ALL HEAD AND SILL DETAILS) WOOD ANCHOR
(
APPROVED I/4' ELCO ULTRACONS OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
(ULTRACON ANCHOR) (SEE NOTE 2 8 3)
CONANDCRETEEDGE ISFLEXIN I3M'FOR ULTRACONS INTO CONC.,2-12'E.D.FOR
2-1W MIN. EDGE CONCRETEANCHOR
2x WOOD BUCK
ONSANLC INTOCMU ND O CONIC.
NS
ULTRACONS
CRETEFLEXANCHOR) (SEE NOTE I&3)
( ISNOTE 3) 1'MIN. EDGE
ADE COUNTY, USE STEELS
2. FOR WOOD APPLICATIONS IN MIAMI-DAOE COUNTY,USE #125TEEL SCREWS IDS),
FORW APPLICATIONS IN
1/4' S84 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 X 2-I2' COMMON NAILS (F1667 NL CM
3.35 KSI MIN.
S-07 Z (8d)) Bd PENNY SS ]JNC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED
CONCRETE
13/4'MIN.
ONLY (SEE DETAILS E. F AND G THIS SHEET)
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
••
OPTIONAL IX ',' 0 131
TOTAL THICKNESS IS LESS THAN 112". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOODBUCK o
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE
(SEE NOTE 3) �_
1 12'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4" 1/4"
MAX,-
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM
6083-T5 AND A MINIMUM OF I/8' THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS,
SHIM
DETAIL
THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OFA45'
DETAIL
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE
SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
1-1/q°MIN. EDGE(CMU) 1-W4' MIN. EDGE (ULTRACON INTO CONC.)
ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
2-12'MIN. EDGE (ULTJCRETEFLEX INTO CMU S CRETEFLEX INTO CONIC.)
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1-3/4' MIN. EDGE (CONC.)
S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
1 /4° MAX. SHIM—{ L— 1 318.
MIN.
6. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TERMH T HEADS.
BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
I/4'MAX.SHIM 444+++--- _�
7, MATERIALS, INCLUDING
OF THE
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
CONCRETEANCHOR, D 1'MIN.EDGE
FLORIDA BUILDING CODE.
FH BELOW MEETING WOOD ANCHOR,
RAIL. (SEE NOTE 2)
FH BELOW
3.35 KSI MIN. CONCRETE RAIL. (SEE
MEETING
NOTE 2)
f_ OR 1.5 KSI MIN. CMU
INTERIOR
(ALL JAMB DETAILS)
1x BUCK OPTIONAL WITH SOLID CONCRETE OR
EXTERIOR
CMU SUBSTRATE (SEE NOTE 3)
�L
DETAIL C DETAIL D
v
TYPICAL FLANGED JAMB ANCHORAGE
1 /4' 5"'MIN. EDGE
2.12' EMBEDMEM MAX'
SHIM
1/4"
WOOD FRAME MAX
D WOOD FRAME
0
SHIM
ILMWJLI 5/8°MIN. EDGE PRODUCT REVISED
.131' DIA MIN. � mmWri�e •riU, Y,e Fluids
X 212-
NAIL, 6ulaiwXDoae
Au'm,mae Hwl -O Q.O$
2-12'EM EDMENT AT CORNERS ETLBOO°�` ie21
.131'DW MIN. ANDS"O.C.
x 212'NAIL,
WOOD FRAME BY
AT CORNERS
Misnl aanProdvct
AND 5" O.C. 5/8" MIN. EDGE
n u I
I n......
.131-DIA MIN.
1 ,
D :`BONY.•. N!Vq] •,
x212'NAIL.2
CORNERS
SHIM AT
III
2-12°EMBEDMENT
DETAIL F, (HEAD) DETAIL E, (JAMB)
DETAIL G, (SILL) ° * NO swos.
TYPICAL INTEGRAL FIN ANCHORAGE
p�'•._� (�;' �;
eERT a�AuiH. dads _
JR] O REVISED TOM4TGl NEW2#1]F6CANCIIORAGE as orwe r ALYN R, P.E.
w+wws,w.cwu ° gppp fq'($ 11 a 11 g040-20 G FL P.E.#58705
M IAMI ZDADE minml-DnDE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded AIuminum Tube Mullion — L.M.I.
APPROVAL DOCUNINT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111, with revision C
dated 06/19/17, 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. '
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P:E.--
rluuawane courlrr NOA No. 17-0630.01
... � Expiration Date: May 26, 2021
Approval Date: November 09, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
I. 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, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51'
Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6 h Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
GENERAL NOTES:
SUITABLE FOR ALL LOCATIONS SMALL
AND SMALL
ARE MULLIONINSTALLATION. ONLY. TO ANYONC ORS UIRED
ARE TOWN
NON -IMPACT AC -R LARGE
MISSILE IMPACT -RESISTANT PRODUCTS
1)DETACBSHOWN BE
AMUCA9IONS A EACH UNIQUE AND
UNIQUE BUCKSIF
INSTA U
FENESTRATION PRODUCTINCMINSTAL TYPICALAEBESTIONGAREIONMETHOD, W000 BUCKS IFUSED,
Cd
<
6ENFRALNo
OPTIONAL IN
EVALUATED By AN E%PERIENCED INSTALLER FOR THEBESTINSTALLATION METHOD, OPTIONAL IXOR 2)C
IN6NNCTNINS
y$
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOTHERS.
......_-__—__1
..........._—I
IAUUT ION6-.................. ..._......1
WOOD -.._......2
¢;
4
FIGURE 1:
NUMBER DIRCTLYAORMPNC UNITS.MUWOYS
2)WBEE FASTED
MUU.V1X&MASO.Nl
MSTAUA nNASES.- ._.�2
GY
=
LL
MULTIPLE DP2XlNGWOMFOIYEa11M--
I— �'I.RIBEp
TO THE MULLION
ARCHEe TD6E
NAVE BEEN TESTED AS'FREE-FLOATING'AND 00 NOT NEED TO BE DIRECTLY ATTACKED TO THE MULLION CLIPS, BUT SHALL
AS I)DO NT NEED TO B
INSTAUATXIx NoiEs..__._.2
N
V
WSIUB
MULLIONS —� Na... I RECMx6MAR NOT HAVE A GAP OF MORE THAN I/P FROM WE UP.
NUILTO wsoNRY"'_"""'e
MINLTO STBISNO_.. ._9
/ kD.Glk I
s�ETs2a
BIKE
3) THEANCHORAGE METHODS SHOWN RAVE BEEN DESIGNED TO RESISTTHE WLYOLOPDBGORR6PONOING TO THEREQMRED
WCREASE WASNOT USED
MUILTOT MIF _9
ILL
a
�p
In
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE WAN.V180.1HE 1135TRESB
eAYUI D6T IICtL _4
z
a
THIS THE ILO LOAD DURATION FACTOR WAS USED FOR WE EVAUTATION OFWOOD SCREWS.
1%2%.135 MULL6PE6._.._.8
Iy O
i
1X2%.9]6 MULL6PEfb_._.........6
yj J
01
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND WE SCOPE OF THESE
1 XZ75
"
N
IIN
NSTRUCTONSS.REVALUATION.
X.66MULLePEC6...._.. 6
1 X].146X.NWNUUSPECS_..... 0
@N
r1 ...
Z
�9
'_]ii
..VA
ATKKI
SHEETS
MNGTI
ADDITIONAL EXAMPLES OF MULLCONRIGURATIONS'
����� I�HCR2 MILLLENOIH—I
r 1
FOR
SNGLEMUIION SINGLEMUWGN
,,SEE CORAEBFVlIDP1GDETPyy MULTIPLE MULLIONS
`, F110NFIGUREIPBOVE
CODES/STANDARDSUSED:
•2piT FLORIDA BUILDING CODE (FBC), 6TN EDITION
.2D14 FLORIDA BUILDING
GORE FBCJ 5TH EDITION
•ANSVAFSPA N09-2OIS FOR WOOD CONSTRUCTION
•AWMNUM DESIGN MAN
AD,
-NSI S10012
•AISC36010
YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND IA TO THE NEXT SIZE SHOWN ON THETABIE(Bj.
t2254%Iis4sNSPEC6_.'B
j
6) WHEN FINDING
STUCCO. WOOD BUCKS BY OTHERS, MUST
2x ex.a MUUOPEeS....___ IT'
Q 6B
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
ION RESISTANT
to
y
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED ORCCRROS11
PREVENT
WX25.Y SFEOSCs...
92 %935 BAY MALLSPECS......_. t9
i
.-
~ZZ F
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIREOTO
45 XBa 0AYlWLLSPEC6_.._2B
LMWON6 CUP MA6:tGON6_.1121
Q O m
REAGTIONS.
NOA5
E%AMPLE9 t n2 ..._24
L09DINO ExANPLEs__.._.__a
F' Z �p .
d
55
BI REFERENCE TEST REPORTS:FTL-040.4; ELCO ULTRAOOWAGGRE-GNTOR
I-
ud Q
9) MULLIONS AND CUPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH WEREQUQTEMETR9 OF THE FLORDA BUILDING
p
K Z y
COOS ANDAREAPPROVEDFORIMPACI'ANDNO IMPAM"PUCATIONS.MULLWNSAREONLYTOBEMMWIIH
Q
U Q 30
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
Z
d
10) MUWONS ARE IN COMPLIANCE FOR USE IN THEFNI4.
.N
555e
go k
II) QUANTDY OF UNITS WKHIN AMULTIPLE MULLEOABSEMBLY IS UNLINKED PROVIDED THAT THESPAN AND OPENING
11,0
WI�IGWOFEACHINDMDUALMUUI NCOMPUEBWTIHTHEREQUIREN>ENTSOFTIISNOA
PRODUCT REVISED
AS oa.. = MM u• FlotieR
B.IlkliNoA-n
•'17-0630.01
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (1-13 T1 FOR THE OPENING USING WE ASCE•7 STANDARD.
Eapirati•n Gam 051251202E
2)CMODSEAMULUON TYPETHAT WILL FITTHE DEPTH OF THE FENESTPATION PRODUCTS FRAME DEPTH.
By
MIA e•pro uet Dn<rD
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS WECTANGUL W ORTRIIW GUTATMTMPE3Al0Al•.
4)FINDTIIECNOSENMULUOMS MULLION CAPACNYBUHN 'I FROM TABLES IATHRWGH I6A ON SHEETG STHROUwm RESPEGTNELY.MUG
T ENMI W NT FEL OTHANDOPFNINGW6TTHORHEIOHT(l) PE INGFTNEMU.LIONLSSPANNNGVERTICALLYORHIXiODNTALLYJ.THE
-------- ...e necinu oaa¢evaP aCOUIREME]VTILBSRT'1 FOR THE OPENING OBTAINED IN
N FROM THE8AME TABLE USED IN STEP 4) ABOVE, FIND THE VAWE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE METTOATTAIN THE FIILLMULLION CAPACITY.
_ Y LYNry
BCHOR/SUBSTRATE/PNCHOfl PPATTERN MAYAPEPLY) SELECTAN ANCHOR WUP PATtFANSAND VERIFYCTHATTIVE REOU?FEDANCNOR : \SON...........
,� :.UCH..
CAPACffY ISMEf. � �
7) FTITE MULLION CAPACITY(LBsMOBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIF'P)FOR THE z*: NO. M705
OPENING, YOU MAY USE THE 'ANCHOR CAPACTY AD.IUBTMENT FORMULA' TO OBTAIN WE _LOWER ANCHOR CAPACITY REQUIRED. WRH THIS -9 VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR WE SAME SUBSTRATE
0)VERIFYTHE DESIGN PRESSURE RATING(LBS'FT') FOR THE FENESTRATION PRODUCTTO BE USED AND COMPAREWITH THE FINAL MULLION ZPD,Lj•., A,E�
CAPACffY 1LBSIFTi OBTAWED FORTHE MULLION SYSTEM. THE LOWER OF THE TWO SHATLARPLY FORTH EENTREMULLE13FENESTRATiON 'BASIS F..OPoDI;.
PR➢DUCTAS5FMBLY. AA( 10NAI F
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATIONWHEN USINGTHIS NOATO APPLY FOR APERMIT. A FLP.E 5870
FL P.E.M 58TD
DETAILA:
MULLION ATTACHED TO IX
MULLION TO 2X WOOD BUCK
WOOD BUCK AND MASONRY
AND
SEESEETimm
LL
ORWOODFRALMING
(STANDARD CLIP SHOWN)
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NOA.No. 17-0630.01
JAlID
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Eplialnn Data 05/2612021EE.
BY
slgiNOIE
SIDEVIEW VIEW
FRONT VIEW
INSTALLATION NOTES: I -
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU-DRESSING OR STUCCO.
'Icems,
2)QUANITTYOFMCHORSMDMLILUMSTLESHOMMOWAREFMPICTORW.RFPRESE ATION
ON THEANCHOit TOANCHOR DISTANCE, THE
ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY
CORRECT CUMT11YAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER To THETABLES ON THE
OR OFFSET CUP MAY BE USED.
N.. 5870S
FOLLOWING SHEETS. FOR DETNUS AA, EITHER THE STANDARD
3) ANCHOR HEAD TYPE MAY BE PANNEAD, HEXHEAD OR FLATHEAD.
ir
4,
COT:' 9ATE
4) WOOD au�AREOPTJONAL. SEE DETAIL 0, SHEET 3.
r
5) FOR MASONRYAPAUGNTIONS IN MMI-DABE COUNTY, USE ONLY M�DADE WUN1YAPi`RON1ED
701VAL e W'
ELCO ULTRACON OR ELOO 114' SS.'AGGREGAWR M&SONRYANCHORS,
A. LYNI•I Mh2ILP, P.E.
FL PEA 0705
DETAIL E: g
y tzrwa MULLION TO MULLION _
DETAIL C: n�
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO Mpyl� (U-CLIP) 1) MAY BE NSTALLED N TEE• OR TROSS' �% o
MASONRY STRUCTURE INTERSECTION& 4
(STANDARD CUP SHOWN)
2) MAY BE INSTALLED HORQONTALLY
(SHOWN)ORVERTICALLY. n
I
�� i pm'SµllazNceinTE, TOP VIEW 318EEUCLIPDRAW10OS,SHEETS 21-23 s U
6EETABIES t&GCS FOR
CORRESPJNDING MIIWON to M F.
O BETYIILL I j, O uWj
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MULLION ATTACHED TO ......ding. i/nR WIN0.06 STEELSTUD 0.01
(STANDARD CUPHOWN) �' I - . .. •Ca_tl.17-0630^ot
INSTALLATION NOTES:
1)ANCHOR EMBEOMEUT TO BASE MATERIAL SHALL BE BEYOND WALL DRE531NG OR STUCCO.
2) QUANTTY OF ANCHORS AND MULLION SRE SHOWN ABOVE ME FOR PICIORUIL REPRESENTATON
ONLY. BECAUSE THE ANCHOR CMACRY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT GUANTRYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS", ERNER THE STANDARO OR OFFSET CUP MAY BE USE.
3) ANCHOR HEAD TYPE MAY BE PANHEAO, HEMEAD OR FLATHEAD.
q WOOD BUCKS ARE OPTIONAL SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS N MWM40ADE COUNTY, USE ONLY MIAM4 ECOUNTY APPROVED
BI.00 ULTRACON OR FLCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
EXTERIOR
7-/
NOTES:
1) FOR 2% WOO¢BACKED STEEL STUDS. WOOD
ANCHOR VALUES MAYBE USE.
2) SEE CCRRESPONUING MULLION TABLES,
SHEETS 5-2% FOR QUANTITY OF SCREWS
SIDE VIEW.
* : N. W705
EXTERIOR
E lw
mm
1) DETAIL IS NOT APPLICABLE FOR
2)SEE TABLES 1&1313 FOR ANCHO
3) THE 2X5 CLIP IS NOT SUITPBLE F
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SERDETPEES
SHEETS2MID3RORPIST. TION
TDSPECIFlCSIIBBTRATES,
O O
O O
SIDE VIEW
axowNwn'x rxex.va•.
I MIfiLpN
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2.11'X.12SMUWON.
SHEETS 21-M FOR HOLE LOCATIONS.
DETAIL G: DETAIL H:
ANGLE MULLION CLIP SAY MULLION INSTALLATION Cuu
(ANGLE CLIP) (ANGLE CLIP) § 3
gY
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PROOUCT REVISED
0
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xOw-xa. 174N630.07 � I
ExplmLioe PEW 26/26/2021
NOTES FOR INSTALLATION OPTION G 3H'.
1) USE 2 ANGLE CLIPS PER MULLION MO. CLIPS MUSTER INSERTED INSIDE OF MUWON,
2)DETALGSEETABLES I13-1411 FOR ANCHOR QUANTITIES AND SHEETS21-23FORHOLE No. 58709
LOCATIONS. _
3)DETAIL H: SEETABLW 16BORICO FORANCHOROUANTRIESANDSHmm FOR HOLE ® AO�\ qRi dZ',•vTJ
LOCATIONS. I-
A
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FIGURE4: 1FIGURES; FIGUREII..
O •
USE
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OPTIONS FROM THE
PRODUCT REVISED
mpfyln MO Be, FIOefBa
u^IlGlug 17-0630.01
Expiration Bate 0512812021
By
mtamr Fr uc n m
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES Me SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
1.000' r-
2)LINEARINMWOLATIONBETWEETJMULLLENGTHSAND/OROPENINGWIDTHSISAILOWABLE
r--�
1
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR FXACT DIMENSIONS, SEE SHEETS 21-23.
HOLESTOSEDRILUM INTHEFIELO FOLLOWING DIMENSIONAL RESTRICTONSSHOWN ON SHFtT621-23
2.000'
[I
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
LYNIV
4)SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED.125
BLOCK MIT(CMU) SHALL CONFORM TOASTM C60.WOOD SHALL BE PRESSUR&TREATED
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WUOWSOtRHE RNEWTTHANSGOFO.W.ALUMINUMSHALLBEW63-TSANDBEAMWIMUM OF.I2S
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1-XTX.126•MUWOH
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TABLENOTES
1) SEE SHEET I FOR NSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS "
2) LINEAR INTERPOLATION BETWEEN MULL LGLG'THS MIUIOR OPENING MMS IS ALLOWABLE
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT IM NSION FOR EXACT DIMENSIONS, ON SHEETS 1-23,
• � � �� HOLE. TO BEORLLIEDIN THEFTELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWNON9HEETS 2f-23.
FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOUDW AND GROUTFILLED
CONCRETE BLOM UNIT(CMU) SHALL CONFORM TO ASTM C4M. WO00 SHALL BE PRESSURETREATED
YELLOWSOUTHERNPINEWHHMISGOF035.ALUMINUMSHALLBEBO& MDBEAMNIMUM OF.IW
THICK STEEL STUDSTO SEA MINIMUM GRADE S3 MD.045 THICK (18 GAUGE). STRUCTURAL STEELTO BEAT
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THEMATERW MO8M2ANCHORSINTOWOODMAYBESTEELIB-BSS.OR410S.S
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6B 76 ALUM.
CENIERCFANCHOR NOLE MU67DE TOPVIEW
5.50m� .3Ts
3T5' IN.
MIN.
-------------------
I I I
t I
I
I
D i B
OFFSET CLIP
.125' 6WY19 ALUM
TOPMEW
'[III �--� ,.DOD• r
.12V
2.760•
.375'
T
1'X275'X.3ICMULMON
600YTGALUM
XSECODW
I
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.12V I 4 I
—I .rao• L
E � �
A I UCDP
6aBYT6 PLUM
TowlEw
CENTER OFANCHOR
HOLE MUSTIIE
BURIN THE SEE
AWXOSIAMSS17FORTHE
DISTMC OG
NCHORHOIX AUN
NCHO DIAMEIERAN
I VIV.
DIAMETER♦II10'.
1'X2.R•X.GSP MUILION
606YTBALUM,
XSECRON
Ir-11—.125-
2%S ANGLE CLIP
F081E=CN
2A00°
XSEC00N
L
125
376'MIN. �
1XSANOLECLIP
em3-TBALUM
TOPNEW
CENTEROFPNCHOR HOLEMV6TDE WITIINTHE
D/SHED 60UNDARY. SEE SHEETG 618 FORTHE
ANCHOROO.DISTM E.MAXiMUMANCHOR
HOLE DAMETER: ANLHOROIFMETER� 1hM.
----
Mull Dimension (shaetf0
PGT Part 0
Mulllan
SW. CIlp
DffstG1Ip
U411p
1'X2"X.12G(5)
66605
650113M
6661115M
M6243M1'X2'X.37S(6)
66M
666114M
656111RM
658244M1"X2.7WX.WVM
66607
666115M
6661120M
666245M1'X2.7SX.650'(B)
F666511M
66808
66B116M
W61121M
66s246MV
X3.126' X.500"(9)
66637M
6861116M
6661114M
666242M12SX3.18B'X26S(12)
66641M
6fi61117M
W61113M
666241M1.2G
%211"X.126"(7B)
693T0
WA
NIA
WA
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICDONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6G, 12818 FOR SUGGESTED. APPROXIMATEHOIE LOCATIONS 8 ANCHOR O.C. DISTANCE.
3) SEE SHEETS2i FOR GENERAL INSTALLATION METHODS.
TARI F A
Dimaaelon
Value Dn)
For Mulllan:
A
1' X2
B
2659
Aluminum!.=
nbe MMPan
C
0.895
D
0740
A
1.10
1' X2' X.375'
Aluminum
Tub. Mullion
B
2.404
C
0.635
D
0.490
A
1.876
1'X275—X
.37SAOImN
B
3.000
Tbbe Mulllan
D
1118
A
1.312
VX2.75'X
.GW'
AMllurmm
Tube Mullion
B
3.000
C
0.978
D
0 WB
A
2000
1'X3.12sX
.600' Aium
B
2637
C
DB63
Tube Muff
D
1.137
A
2,626
1.25'X3.ISW
X.28s Alum
Tube Mull
B
3.�2
C
0.862
D
1.762
1.26' X2.71'
A
1.813
.121'Alum
Tube Mall
PRODUCT REVISED
as BuilGimpl 2l MI"' On FlnHea
R0A-No.Cal 17-0630.01
NO.58705
12b'X32SX.10P 12SX&2SX.62P
MULLION MULLION
6GOS-TS ALUM. 6005.T5ALUM
%SECTION %SECTION
1•XPX3I5'
T-MUWON
S0 TSAUUM,
XSECTON
250
r m
394'
100'
624' lw
—H Ez0' MULLION
63P
600S
%BCKONECTION.
4T a
1 .125 3T1
PNDAROCMP I r 6Y
2W31S AWM 2125' 2.000- y(SANGLE Ll1P
X-SECTION 1 M0SALUM
000° 66XST
T9UP1UM. 0N EC11,125
.126° XSEOTWN L ytNTi U
Z Nrc
125� U
CENTER BOUNCHOR SEE SHEETS
MFORTHE
DASHED BOUNDARY. SEE SIEET61030 F00.THE_
�3125_CRFATEFLLIP. ME I .377
� DET11 F.$HEET4
I I I 1
I I I I 1
I 1 I I I
I I I I I
1 I I I
I I I 1
j 1 1 1
4 STANDARDCLIF
CENTER OF ANCHOR HCLEMUST LIE am-Te ALUM.
TOPVIEW
fOM5.500MINMW-_-- I G oFFSETam
.125' 6063.TBALU
TOPVIEW
NOTES:
1) HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSHEET.
2) SEE 9HEET610, 11, 1315, 10 & 20 FOR SUGGESTED, AFFROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR OENERAL I45TAUATION METHODS,
f �
I
r .3TS
CENTEROF
r-------'
ANCHOR HOLE
I
MISTIIEWRHIN
1
TIEDASHED
S
I
IY.SEE
SHEETS 161T
I
f
FORTIE F
FORTH
+---
ANCHOR O.C.
I
DISTANCE
MAXIMUM
ANCHOR HOLE
ANCHOR
--------
DIAMETER . iK8'.
8083�T6AWM.
TOPVU2W
TAP] F C.
TABLE C. CONT.
DInnnalm
V.I.. (in)
Fellboll1cm:1
Dinenolnn
V61M8 OWN
For MU1110n:
O
3667
1.W0
1 C X
.125•
Alunhoon
Tube Mu111en
F
G
1.038
a500
125 3.2
X.024'
lu 1.
Allen,_
,Ube Mu111on
H
I
2660
&DOO
H
1
1.436
1,260
F
MID
1'XPX
.Nr
Aluninn,
Tbe6°T'
F
G
2625
LIM
12-XA04•
X.624'
Aumin.
Toon Mullion
G
H
1
OT51
2430
3000
H
1
1.500
&250
F
2250
125•X326'
X.100•
AlUnirun
Two MWbn
F
2615
30'0 Mu0
G
H
0.T50
I.
F
26T5
4VBe Mu0
3250
Mull Dlmeneicn
(eheelp)
POT Padd
Mullion
6N.cnp
OOral Cllp
U411p
Mal -clip
i'XPX.I=(,D)
69]81
e60111M
66NN=
668241M
Sul
1'XOX.316•(11)
MID
6661f2M
E661123M
663=1
666519M
VXTX.3T5'T(11)
126'Xa26.1(.10P(131
1.2NX325'X.624'(14)
0053
2016000312
M161=15
888112M
WHIM
%SII6M
WRII23M
66811NM
W1125M
666242M
666241(M
e6M2411M
666510M
M&415M
ee&61IBM
14W X3S4' X,6W 05)
211162
6631117M
6W1126N
666241M
Md517M
OD DNrte Ue)
66648
WA
WA
WA
MINIM
450eene(M)
New
NIA
WA
WA
6689111M
PRODUCT REVISED
as comp Ing Ifh Ule Florida
DullilnE d0
How-L4e. 17-0630.01
Eu,A=Uun Drte05l2512021
mi
A. LYNN MILLER, P.E.
Mull DI.." n
(sheet#)
PET Part#
MUttlon SM. Clip U.OIIP
Anate CIIP
2•X0 X.25"(16)
11102
666261M
666271M
U65112M
2'X6•X.2, J(
66604
666262M
666272M
M5113M
NOTES
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GMEN ON THIS SHEET,
2) SEE SHEETS 16-17 FOR SUGGESTED. APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
02.00W21OW 37V
MR.
4.000'.250•Tx"xMULLION6D63-Tfi ALUMX0NSEC11
rxfi-x 4
MULLIGN
Z76 ALUM.
"ECTION
�r.,26•
STANDARDCUP
6 mlx Tlom
X-6EGON
1
LYRNENETO
_:M DUALF. 37V
6 EETt MIN. �________ ______ _______T
I
II
I I I
I
I
�_ _ _ _ _ _ —I_ Sg3g•
I 1
I I
I
I 1
I STANDAROCLIP
CENTEROFANCHORHOLEMUSTUE 606STSALUM.
WRHINTHE dKH®fiOUNDPAY.6EE TOPNEW
6HEEf6161)FORTHEIWCHOR O.C.
.375-� £ I aFFDETALF. .375
MPL 'AxeErt FMIN.
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I
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I
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I
I
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I
I
6.4
4.866'
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STANDAROCLIF
"0 T6 ALUM.
TOP NEW
y �--.1zs• --i r.1as•
J�4T
LLLLIP 2X5ANSLEcuP
2ECNO125' 6o33-TsA m LXSN 2W6 XSEO N
.122V
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9.r.376•
L}CUP
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USED FOR 2' X 6• MULLION. SHEET 17
TOPYIEW
Is
34�
2N.6ANGLECUP
OFANGHORNOIEMUSTLIE 606}T6ALUM.
HSIASHEOBOUNDARY.SEE TOP/IEW
16.17 FOR THE ANCHOR O.C.
EMAXIMUMANCHORHDIE
RANCHORDMEIER+UIV.
2XSANOLECIIP
6063•TIIAWM.
TOPYIEW
PRODUCT REVISED
v In9 IN No FbrlGn
BMi1Eln6 fie
Noa.Ne. 17-0630.01
ExPbeuon Oa,n j15/26)2021
SIONAL -X
A. C
L"MWWL P.E.
FL P.E.# 58705
V , a
FXMPLE T SINGLEWRTCAL MUWON THE BUI-DINGSUBSTRATE IS MOVM TORE WOOD ON ALL FOUR SIDES.THEWINDOWFRAMEOEPM IS 2-UP.71HE OPENING REQUIRES A DESIGN PRESSURE OF161WS0.OPSF.
I
tl�$
I
I'1)IM-IMLLYASSUMING THAT A MDE MUWON IS SURABLE,THE MULLION LENGTH IS T AND THE OPEMNGWIDR11532•+32+1'WS'. RFFEAENCINGSNFET25,TIME COLUMN USING
NGANWDRS WNFAo
- - RECTANGULAR LOADING MUSTBEUSED. SCAN THE MULUONTABLESFORAMUIJONMATISAT LEASTTHEWINOOWFRAMEDE MOF2-114'ANOWILLMEETOROLCEEDTHEREWIRED
M
DESIGN PRESSUREOF+BD.W GPSF. IFTHETABLE DOES NOT SHOWTHE EXALT SUE, USETHE NEV LARGERSDEAVAILABIE
n
SEE
SFE
FROMTABLE3ASHEET7,THE 1'X2.75'X.3T5'MULLION(LENGTH -72',OPENINGWIDM-701M USMEDEPTHREOUIRW,HOWEVERTHE DESIGN PPEGSURE IS+hSB.3 PSF AND WOULD
i
O
PIBFs `I.
DEfuLS,
NOTBESUITMLEFORTHISA PUCATDN,
PRODUCTS
SHOESoY
FROMTABLE4 SHEETS,THE I-X2.75'X.MTMULLION(LENGTH IU', OPENINOWIDTH=70-)HASADESICN PRESSURE OFH42.J PBF WHICN EXCEEDSTHEREOUIREMENIS FORTHE
_
OPENING AND MAYBE USED INTHIS APPLICATION. NOTE THEMCHORCAPACRY REQUIRED OF B38 LBS.
uy
LENG�H
2) USE TABLE 4BTO FIND THE ANCHOR TYPE, ANCHOR CROTTY AND CLIP TYPE REQUIRED FORTHEWOOD SUBSTRATE. SOMME STANDARDCUPWGH(4)R12ANCHORSANDTHEM
y}S
NOI�
U
^
lr
PNGLECUPSWITH(4)Al2 ANCHORSHAVEACAPACRYOFOBSM&THOUGH EIMERONECOUMBEUSED,THE STANDARDCUPISEASIERTOWSTALL.
Z
W
m
ERIFYTHE DESIGN PRESSURE OF E FENESTRATION PRODUCTS USED WITH IRIS MULLION SYSTEM. THE LOWER DESIGNPRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
3) VTH
0
_
SHEETS
MpLYTOME OVFRULASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATME BOTH THEMUWONMDTH MMSTNATONMODUCTBENSTALLEDNACCORDANCEMMTHE
?
y
/-24
INSTALLATION SPECIFICATIONS INTO RESPEMIWSUBSIRATESMDFENESTHATONPRWUCTSTOANWM-
2
K
o�Y
INTHIS EXAMPLE,THE OESION PRESGUREREQUIREDWA-/o LMF.THEOVERALLMULUON SYSTEMWAS DETERMINEDTOBEM7PSFWTRHMN HORWACIWOFB38LB3.ALTERNAT y-
UU
xGM'CHGY9MYNSGLY
tT1
I MEMMORCAPACITYADJUSTMEMFORMUL MULDMA BEEN USMTOCALCULI MEMN ORCAPACMOUIREDFORTHE EXAOf DEGION PRESSURE DF60 PSF:
2
W
EXMAPLE 2: MULTIPLE MULLIONS
(60 FSF)X( mus 624.9L03 (MAYBEUSMTOQU IFY#IDSTE SCRE MOMTABLE48)
THEBURDWGSUSS MISMOWNTOBECMONTHEJAMWMDUSESACONCRETEHEA MMDSRL EWNOOWFRAMEDEPTHM2-W.THEOPENWGMQUIM$A
DESIGN PRESSURE OF H CW55.0 PER.
FORTHE VERTICALMUWON:
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS M172'+11109 AND ME OPENING WIDTH IS 36 36'11'=73-. REFERENCING SHEET 25.
THE COLUMN USING RECTMGUTAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORAMUION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 240 AND WILL
MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF-50.0155.0 PSF. IF ME TABLE DOES NOT SHOW THE EXACT SIZE USE ME NW LARGER SU EAVAILABLE
FROM TABLE 3A SHEET 7, THE 1 - X 2.75'X.37C MULLION (LENGTH =TOW. OPENING WIDTH =Sn MEETS ME DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS N-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS A PUCATON.
FROM TABLE 1M SHEET 16.ME2-XVX250' MULLION (LENGTH =100', OPENING MGM M HAS A DESIGN PRESSURE OF+/ JPSF WHICH
FOR Me OPENING MD MAY BE USED IN THIS APPLICATION, NOTETHE MCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW MOM VAT ME MULLION WILL ADD 2-TO THE MGM OF ME MULLED UNM.ME ADJUSTED OPENING WDV IS 36+36'+257C, NOT M AS PREVIOUSLY
ASSUMED. VERIFY THAT ME DESIGN PRESSURE IS STILL APPLICABLE FOR ME ADJUSTED OPENING. ALTERNAT LY, ME WINDOW WOVE MAY BE REDUCED TO MAINTAN
THE 73-DIMENSION (3Sirz'+361R'+2'=73'1.
21 USE TABLE 12B M FIND THE MCHOR TYPE, MCHOR QUMTITYMDCUPTYPE REQUIRED FOR THE CONCRETE SLIBSTRATE.IN TRIG EXAMPLE, ASSVMETHE gTURE0
FORTHEHORQONTALMULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A 2'X 4' X.2W' MULLION. (NTHIS EXAMPLE WE W LLMATCHTHE HORUONTALMD VERTICALMUWONS, ALTERNATMcLY, MOTHER
MU W ON TYPE COULD Be CHOSEN
1) THE MULLION LENGTH IS 3W MD THE OPENING HEIGHT IS 32--n1 '=1OW. REFERENCING SHEET 21, ME COLUMN USING TRAPEDOIOAI/TMANGULM LOADING MAY BE
USED. FROM TABLE I ASHEET 16, THE 2-X4'X 25V MUWON(IIIILENGTH =42', OPENING HEIGHT=120') HAS A DESIGN PRESSURE OF+I.1T0.0 PSF WHICH EXCEEDS ME
REQUIREMENTS FOR ME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE MHANCHOR QAPACRY PEGUIRED OF S21 LBS.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FORME CMU SUBSTRATE.INTHI9 EXAMPLE, PBSUMETHE CMV JAMBS ARE 8'
WIDE IF ME MULLION CUP WERE TO BE CENTERED WITHIN TIE 8'. CARE MUST BE TAKEN TO M AW THE FASTENERS EDGE DISTANCE USING ME 2X5 ANGLE CUPS WITH
(4) MW ULTRACON ANCHORS ATM EDGE DISTANCE OF 1'Gh S MANCHOR CAPACITY OF 540 LEE WHICH IS GREATER, ANOTHEREFORESUITABLE,FORTHEREQUIRED
MCHORCAPACITYOF 621 LBS
4) FORTHE U-CLF IN THE HORIZOMAL MULLION TO VERTICAL MULLION, USE THE SMAEANCHORCAPACITYOF 521 LBS.TABLE 12B FORTHE U-0UP SHOMME ANCHOR
CAPACITYIS 1074 WS WHEN USN0 3 MCHORS. WHICH IS GREATER.MDTHEREFORE SUITABLE, FORTHE REQUIRED MCHOR CAPACITY REQUIREMEMOF 521 LBSTHE
ANCHORTYPEISA012STEELSCREW.
FROMWEMOVE STEPS. MRMULUONDESIGN PRESSURE IS:
+/E4.T PSF FROM THE VERTCAL MULLION;
+1410.0 PSF FROM TIE 36-HORIZONTAL MULUONATTACMNGTO CM:
+/-170.0 PSF FROM THE 3V HORIZONTAL MU LLION ATTACM NG TO THE VERTICPL MU W ON D NIERSECTbN)
THELOWESTDMIGNPMSWU IS-} .7MFMDMUkDA YTOALLOFTHEMUWONS
VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEMTHE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS,MLLMPLYMO EOVERALLASSEMBLY.FWALDESIGNPRESSURE QUIRESTHATTHEBOTHTHEMUWONMWEMNESRRATIONPROOULTEEN5TALLEUW
ACMRDMCE WOH THE INSTALLATION SPECIFICATIONS HMO RESPECTIVE SUBSTRATES MO FENESTATION PRODUCTSTO MUWON.
PRODUCT REVISED
Doildi.Ingg with tlTe FlOHtla
NO". atle
NOA-Ne, 17-0630.07
Expind.n Gnm USJ2612021
By
Mlan tln uc Wn
y.. NG. W705
a LYWWALLER, P.E.
FL P.E.# 5870E
EXAMPLES OF RECTANGULAR LOADING:
1
I
I
PW' I
I
I
I
I
I
I
1
I
1
I
LOAWNGOFWRTICALMUU.pN LOADINGOF VERTICAL MUWON i
9LLOF WINDOWS NOT ANCHORED WITH INTERSECTWG HOR20MAL UIONS
LOADINOOFVERTICALMUWON LOADINOOFHOR6ONIAl MUWON I
SLLOFTWNDOWSNOTANCHORED YATHINTERSECRNGVERNC WONDN
I PW PW
I
I OF 2 0 IZOMPL MUWONS
EXAMPLES OFTRAPE20IUAI RIANGULAR LOADING:
FHOR¢ON
I
If •-�
I
.
; e -�
DOOR
IS ERNCAIMULUON LOADINCONGHTR MU
PANEL OF HINGED DOOR IS NOTCAPTUREO ORANCHOREO 'MTM INTERSECTING MOROANTAL MULLIONS I
1 SGq
1
LOAD
i
i INOOFVERTCPL
MULLION,
LOPOINGOFHONLONTALMULLION UO INO OF NOR20ND.
MUWON
MI aP ucY on4o
NOTES:
1) DRAWINGS ARE
RERESENTATIONS OFTYPICAL
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY EE EXTiAPOIATED FROM
THOSE SHOWN.
T) IF THE LOADING TYPE CANNOT
SEDETERMINED,USE
RECTANGULAR LOADING.
L SF •'•Y��
3) SEE PRODUCTS' APPROVAL FOR
yT: Nu. M705 —
AC ANCHORLOCATION9.
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