HomeMy WebLinkAboutNOASCANNED
St. LucBY
e County
MIAMI•DADE
0
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
w .miamidade.eov/economy
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 cc m ly with the Florida Building
Code, including t e ocrty Hurricane Zone:
DESCRIPTION.— Series "SH-700" Aluminum Single Hung Window—L.M.I.
APPROVA OCUMENT: Drawing No. 4040-20, titled "Alum. Sin 1 e indow, Impact', sheets 1
through 11 of 11, a e 17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller g e amr- a e ct Control Revision stamp with
the Notice o£ Acceptan Imber and expiration date by the Miami -Dade Coun aductControl Section.
rSILE IMPA RATING: Large and Small Missile Impact Resistant.
EG: Each all ear a permanentlabel with the manufactu name or logo, city, state,
Useries, and following stateme ontrol 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.
NOA No. 17-0 8
i7 Expiration Date: March 26, 2021
Approval 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, Duraseal® 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. 16-0714.06)
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 underNOA 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 10/03106 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. 07-0322.06)
Manuel erez P.E.
Product Contro Ex niner
NOA No. - 630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cowewED)
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 FTL-4723, 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
..4) 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. FTL-4647 and FTL-4650, dated 08/11/05, 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)
vh
Manfiel er P.E.
(� Product Coutr 1 Exa finer
NOA No. 7- 0.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'h
Edition (2014) and FBC 611 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. MATERIAL 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 5ch 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 letter 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, FTL4958 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 08/10/05, 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.
an r z, P.E.
Product Co 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. GLAZIN •SEE DETAILS ON SHEET 2)
A5/16-LAMI CONSI LNG OF(2)LITES OF 1/8" ANNEALED GLASS WITH AA90'KURARAY TROSIFOL! PVB (BY KURARAY AMERICA, INC.)
,OR.090'S PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
I CONSISTING 0 ®(I I LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090"KURARAYTROSIFOL PVB(BYKURARAYAMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C. 5/16' LAW CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090- KURARAY TROSIFOL 'PVB (By KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. 7/18' LAMI CONSISTING OF (2) LITES OF 3116-ANNEALED GLASS WITH A.090' KURARAYTROSIFOL! PVB (BY KURARAY AMERICA INC.)
OR.090- SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7716' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.MD' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL V VS (BY KURARAY AMERICA INC.)
OR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
G. 13)16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A
.090' KURARAY TROSI FOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEXe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13116' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE
OF1/8'HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOLP PVS(BY KURARAY AMERICA INC.)
OR.090- SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAM] CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS
WITHA.O80"KURARAYTR0SIFOLTPV (BY KURARAYAMERICA,INC.)OR.O90'SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
J. 13116' LAMI IS: (1) LITE OF 148- TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A
.D90'KURARAYTROSIFOL PVB (By KURARAYAMERICA INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K. 13116' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 9/16" LAM] CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE
OF3/16'HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOC PVB(SYKURARAYAMERKA. INC.)
OR.090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13/16' LAM] IS: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116' LAM[ CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS
WITH A.090" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR.090' SAFUW PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13116' LAMI 10: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND Ell 6' LAMI CONSISTING OF (2) LITES OF 1/B' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA INC.) 011.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS:'OX' (1/1, 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 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300,
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD.
CODES/ STANDARDS USED:
•201), 8TI1 7 FLORIDA BUILDING CODE (FBCEDmON
•3014 FLORIDA BUILDING CODE (FEC). STH EDIRON
•ASIM E130Da1
•ANSYAFWA NO ,2015 FOR WOOD CONSTRUCTION
-ALUMINUMDESIGN MANUAL, p0M-2015
•AISIS100.12
•AISC 36CID
NOA DRAWING MAP
SHEET
GENERAL NOTES.............I
GLAZING DETAILS ........
.... 2
DESIGN PRESSURES .......3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORR. SECTIONS ............
5
PARTS LIST ............ ...........
6
EXTRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE ....................
8.11
Melenel
Min. FF
Steel Scnm
92 ksi
Elea UIMCon0
410 SS Eloo Cn:teFlI
155 ksi
127.4 ksi
M45kal
6663- AlAlurdnum
16 ksl
A36 Sleet
36 ksi
G!. 33 Steel Stud
33 ksi
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL- Mt;, FTL4647, FTL4648, FTL4649. FTL4650, FTL-4651, FTL-4723, FTL4957, FTL-4958 AND FTL5063.
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION
TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMEMS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
N. VEMCE.FL&TS
1e48aeo-,Ero
CERT.OFAUIH.MB23B
slime I NTS I 1 • 11
D#e liD2i /
imn D.�vroauel
11I U I I111
* : N0.58705
9: `I
�q0. 1nD1.`1G5,"''7s..... E!ONALIA. LYNN MILLER. P.E.
12' NOM.
GLASS SITE
12'NOM.
GLASS SITE
pad#
Description
Material
71
Kommedlrg 4SG TPS SpacerSyslem
72
Ouanex Super Spacer nXTxith Hot Melt Butyl
See this
73
Ouanex Dumseal Spacer
She
Materi for
atedals
74
ICardinal KL Edge Spacer
iB'ANNEALED OR HEAT ENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
ki
RLAYEROBOPVBINTERLAYER
EDORHEAT TRENGTHENEDGLASS 3110"ANNEALED OR HEAT STRENGTHENED GLASS
7116"LAMINATED
S 80,81or82 7/16" LAMINATED GLASS 71-74 a EXTERIOR INTERIOR
(ALL SECTIONS)
11
KURARAYTROSIFOLNOM. W
OM. PVB INTERLAYER
S BITE 46BNE or
SAFLEX°PVB INTERLAYERBY
EASTMAN CHEMICAL COMPANY
38
1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/i6'ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1le'ANNEALEO OR HEAT STRENGTHENED GLASS 3N6- ANNEALED OR HEAT STRENGTHENED GLASS
5/16'LAMINATED _ 7/18'LAMINATED
AIRSPACE AIRSPACE
1/8'ANNEALED OR TEMPERED GLASS 1/B' TEMPERED GLASS
13/16' NOM. 13116' NOM.
13/16" LAMI IG GLASS W/6/16" LAMI 86,87,88 or 92 13/16° LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
STRLIOTUPAL 1l4'NOK "uFOAM a/l6NOK Wis. NOM. -
YISOBUPILENE BUTYLB SUCONE
ITH DESICCANT CAYYlNT DESICCANT ROL4FOR EEO
DESICCANT FOAM STAINLESS STEEL
EXT. GLASS EXT. GASS W. GLASS
EXT. G ASS
INT. GLASS IFIT. GLASS INT.GLASS INi. GL156
KODISPACE TT SUPER DURASEALO 14 XL EDGE"'
S4SG TPS SPACER®NXT "' OSPACER SPACER
IMTELNNOL DME �`�
N. YENIM. FL3CI'. GLAZING DETAILS
CERT.OF ABTNxFIIDe ALUM. SINGLE HUNG N
2 • 11 1 4040,20
NOTE
LAMI IG OUTBOARD
LITES MAY BE
UPGRADED TO &IV
WITH NO CHANGE IN
DESIGN PRESSURE.
No. 59705 %.�
Tl
A.
(t-6 �o
Ill FLANGE OR INTEGRAL FIN WINDOWSWI HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
GLASS TYPE 63" 66" 68" 70" 72"
74"
TABLEI.
76"
48"
A,B..M
+80.0
-80.0
+80.0
-80.0
+80.2
0..0
+80.0
1 -80,0
+80.0
-80.0
1 +80.0
1-B0.0
+80.0
-80G
So.,
s8000-80.00
+880.0
9.D0
A,8,M
+80.0
A0.
.8
+BD.D
0
852
-78
+77.3
-77.3
+7]0
5
63
+B0.0
A0.0
+800
0
+7
7�00
+78.2
-78.2
+76.9
-76.8
+7
+74.0
-74.0
UP TO 63118"
+
A0.0
1 -80.0
1 +80.01
410.0
+80.0
.80.0
+60.0
-80.0
1 +80.0
40.0
1 +80.0
-80.0
i
STANDARD VIEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WIHIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38318" 44" 606/8" 1 6T' 72" TV
TABLE 2.
76"
48'
A.B,M
.+8DG
-80.0
1 +80.0
-80.0
1 +80.0
-60.0
1 +80.0
-80.0
1 ♦70.0
1 -700
1 +70.0
1 .70.0
1 +70.0
1 -70.0
60"
A,B,M
+BOA
-80.01
+80.01
-80.0
1 180.0
-80.0
479.9
JBS
+7D.0
-70.0
62"
A,B,M
+80.0
-80.0
+80.0
-60.0
+80.0
+76.9
.76.9
+70.0
1-70.0
1 +88.8
1 48.8
1 .67.6
1 417.6
63118"
A,B,M
+80.0
410.0
1 +80.0
-80.0
1 +80.0
.80.0
+75.0
-75.0
+68.0
1 -68.0
+B6.7
-BB.7
465.E
1 -65.6
UP To 53 Ila"
C,D,E,F,G,H,I,J,K,L
+80.0
.80.0
1 +80.0
-80.0
1 +80.0
1 410.0
+80.0
1 -80.0
+70.0
1 -70.0
+70.0
-70.0
+70.0
1 -70.0
USTOM VIEW S RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE
ASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 76" INTEGRAL FIN)
WIDTH GLASS TYPE 111/8" 2211116" 283116" 1 333/4" 1 396116" 4413/1W' 1 50318" 651N16'
671/8" D,E,F,J,K,L" +80.0 -80.0 +80.0 -00.0 +80.0 40.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70
P S:
TEST REPORTS TABLE4.
511T LAMI-(11B"A .0
FTL4647, 4648, 4723, 4957
B. Wl Er LAMI-(1/8'A,.090,11WHS)
FT1.4547, 4848
C. W16' LAMI- 1/8"HS,.090,1/8-HS)
FTL4M7, 4648
D. 711V LAMI- 3/1TA,090, 3/16"A
FTL4845, 4885
E. NIB' LAMI - (3/16-A,.090, W16"HS)
FTL4645
F. 711W LAMI -(3/16'HS,.090, 3/16-HS)
FTL4645
G.13/16'LAMI IG-118" T. AIR SPACE, 5116" LAMI -(ltWA,.090,1/8-A)
FTL4648, 4723
H. 13116" LAMI IG-1/8" T. AIR SPACE, 5'15" LAMI- 1/8'A,.090,1/8"HS
FTL4646
I. 13116" LAMI IG -1/8' T. AIR SPACE, 5/16- LAMI - (1I8'HS,.090,1/8"HS)
FR4648
J. 13/16" LAMI IG-1/8" T. AIR SPACE, 7116" LAMI-(3/16-A,A90, 311WA)
FTL4649, 4650
K. 13116" LAMI IG- 1/8" T, AIR SPACE, 7/16- LAMI -(W16"A,.090, 3/16"HS)
FTL4649, 4650, 4958
L. 13116' LAMI IG -110" T. AIR SPACE, 7/16' LAMI - (3116'HS,.090, 3116-HS)
FTL4649, 4650
M. 1311V LAMI IG - UTA, AIR SPACE. WIS' LAMI- (118-A,.090, 1/8"A)
FTL-506
-0-
MEETING RAIL
HT.IL
'X-
HT.
'0'
MEETING RAIL
t
"X^
SASH
1
p^ MINUS
SASH
HT HT.
IL MEETING RAIL
X H
1. WINDOWS WITH THE LOW SILL OPTION ARE LIMMEDTOAPOSITIVE DESIGN PRES RE OF+BQ.O PSF ORL RAS SHOW BLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. *; No. S8705
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING I"FROMTHE FLANGED TIP -TO -TIP FRAME DIMENSIONS. = /;
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518- MINIMUM TO 38-MAXIMUM.
4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL OP �� -• -
rOIDIECINIXDGYYRNE �•�"
LIMITATIONS. N.Y�NC KN.- � mirAI PPP.CCI IPPR 'ac �''•"zOArnA :'.���
JR 066H17 'O N MWOES7MSSHEET. ceer. orn0rx.uxsne �J ALUM. SINGLE HUNG WINDOW, IMPACT •'' N��I!ER,
ram. 6.s: vr`"°o�u "rc Arr ® n.rwe o,.on s A. LYNN�ILLER, P.E.
FJC AIMS J.J. XM7 u�nemmeu.�� 8H7ro NTS 3 +11 404620 G FL P.E.658705
(EEDLO
I_ 49518'MAX.FIXED _
DETAIL A
1!1
-531/0• MAX FLANGED WIDTH
- 521/8• MAX. I.F. WIDTH
— — — 75' MAX.
A I.F.
HEIGHT
O 76' AX.
DETAIL B
VIEW (STANDARD SASH)
75" MAX I 75' M
SEE DLO I HEI HT E-1 HEI I
TABLE EE DLO
O j STABLE O j
L
76" MAX. IIL -
FLANGED F
HEI HT
C-1
DETAIL C
RADIUS TOP (STANDARD SASH)
SEE DLO TABLE X j I SASH SEEDLOTABLE' X j SASH
HEIGHT HEIGHT PRomlu AB"m
romgri¢xiee
�rm�
wFhita
nu;lauqp
B A[<eOGSW ND I y QBB
DETAIL D DETAIL E D"'IintooO"` 20v
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) BY
Mum' Undo
\� 1I
NOTES:
1. SEE SHEET S FOR CVERTICALNEED AND HORIZONTAL L SECTION DETAILS.
1. SEE SHEET 7FOR CORNER DETAILVIEWS. 58705 .9
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS BB C) ARE BASED ON A THREE OVER TWO FORMAT.
SOT'.. S7ATE OF Xl
10101ECNNDLOGY DRIVE Pam^ F [!I
N.VENICE, PLyzrs ELEVATIONS iFS .,
cER o1FaulHmemo ALUM.S(NGCEHUNGWINOOW,IMPACT SiONALIENG\
JR OS9W17 G NO ClLWGESTMS SHEET. wwRlremn „w,.t. A. LVNN MILLER P.E.
FK XIMS —J.J. —Z=7 .0 ui°ns+nu IDwe ® sMm NTS 4 a 11 1 4040-20 1 G FL RE.# 587D5
F�2'784'11NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL B0T70M LOCKS, (1)8'FROM EACHSIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED
=aj
1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
r� 9,10,11115,16
FXED
LITS M1 x 7, 6 OR
GAYLIGHT IIV
I I I OUTSIDE
MAX FIXED LITE DAYLIGHT OPENING �I
i-MAX WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
47
OUTSIDE
VENT
DAYLIGHT
52 (LOW BILL) (HIGH SILL) v 0 '.". �"""'
Jlllll r%, arp��
BEE NOTE ABOVE 54 64 ` 11T`I�( f
67
3 30 12 OONLY LIFE 69 ULTRALIFT _= * : Na. 5670,
12 ONLY SECTION C-C *_
SECTION B-B v
LOW SILL SHOWN ALTERNATE HIGH SILL RA-FLANGP p..
( ) 1mowcmolaGrPrwE (HEAD DETAIL -FLANGED VERSION)
x.vEwr�.nxM SECTIONS
ceRr. ovnu,Kraao ALUM. SINGLE HUNG WINDOW, IMPACT 111Hf IL
JR O6W✓f7 G NO CRWGl:3TWSSHEET. a+.w w: A.. LYNN MILLER P.E.
pk "Nfms jy saw "m"""' „"`„n ® swan Half 1 5 • 11 404040 G FL P.E.N 58705
4004
4074B
(941)4 0.1E00
CERT.OFA11MPb2'B
REM
WVQ4
DESCRIPTION
PG74
60
1635
SCREEN SPLINE-.135 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505
GLAZING CHANNEL(ABB X.500)
6533402
64
1161
46 X1.D00 PH. BUGLE TEK
706X7
67
GLAZING TAPE, 1/16 X12-7/16 LAMI
626VI510
68
4051A
SASH BOTTOMRAIL(HIGH SILL)
64051
69
4050A
FLANGE FRAME: SILL (HIGH SILL)
64050
70
SILICONE, DOW791,899,995 OR GE7700
80
AGLASS,6/16° LAM,(iB'q.090 PW,118°)
81
B. GLASS,5/16"LAND, 118"q.090 PVB,1B"HS)
82
C.GLASS, 5116"LAN, (iB°HS,.090 PVB,I/B"HS)
93
ID. GLASS, 7116" LAM, (3 WA.090 PVB,3/16"A)
84
E. GLASS, 7/16"LAM, 3/16"q.090 PVB,3l16-HS)
85
F. GLASS. VI6'LAMI,(3/16"HS,.090 PVB,3116"HS)
86
G. GLASS, 13116" LAMA IG; 1187,, AIR SPACE, 5/16' LAM, (11117,090 PVB.IB°A)
87
H. GLASS, 13116"LAW IG; 1B'T, AIR SPACE. 5/16° LAM.(1B'q.090 PV$IB'HS)
88
I. GLASS. 13/16' LAM IG; 1B'1. AIR SPADE, 5/16"LAMI, (IA HS,.090 PVB,1B'HS)
89
J. GLASS, 13116"LAM IG; IB7.AIRSPACE, 7A16"LAM,(3/16°A.090 PVB,3/16-A)
9D
K GLASS, 13/16' LAM IG; IB'T, AIR SPACE, 7116' LAMI, (3/16"A.090 PW,3/16"HS)
91
L.GLASS, 13A18'LPM IG;iB"T, AIR BPADE,7/1fi°LAMI, (3/16"HS..080 PV8,3/i6°HS)
92
M.GLASS, 13116"LAM IG;1/B°q AlR SPACE, Sl16"LAW,(1B°0..090 PVB,1B'
�2.7
062
wil
47 FRAME. I.F. HEAD
44071A, 6063-T6
49 FRAME, I.F. HIGH SILL
44D73A, 6063-T6
48 FRAME, I.F. LOW SILL
44072A, 6063 T6
2.374
2.71
062 NOM
LTHICKNESS
50 FRAME. I.F. JAMB
44074B, 6D63-TB
(USED AS RADIUS TOP HEAD)
sH7Do NTS 1 6 - 11 4040-20
FL REV 58705
1 Or
I 2.784---1 T
163 "� �I 2.830
J� 062 III-
O FLANGE FRAME HEAD L
#4002A. 6063-T6
1.749� -
.O62
O FLANGE FRAME JAMB
#4004, 6063-T5
(USED AS RADIUS TOP HEAD)
--�{ 1.342
062
21 FIXED MEETING RAIL
#4054A, 6063HD-TBA
2.330
1
O FLANGE FRAME SILL (LOW)
04003C. 6063-TS
1 i-1.51" T3B 1 -
.062 '490 ,040 I
1�1.451�1T
(1/1 BVIEW H
OSASH STOP 17 SASH STOP COVER
#4025. B063-T5 #4053,6063-T5
�2.279��Ii[
707
qou
23 :--, I
SASH TOP RAIL
#4006C, 5003HS-TO
69 FLANGE FRAME SILL (HIGH)
#4050A, 6063-T6
FRAME
Or
9 or 5C
SEALANT ALONG ENTIRE JOINT
9 ILF. FRAME
VIEW D-D VIEW E-E
E .D 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
_ _FRAME CORNER CONSTRUCTIONT .678
�2.326----1 I 1.098 Li-i-��l�
T .062 L349 GLAZING BEAD. 5/16"
41 #4039B, 6083-T5
1.979
SASH SIDE RAIL
31 #4008.6063-T5
28 SASH BOTTOM RAIL(LOW)
#4007. 6063-T5
�050 I
II (IP�-.678
1.096T
44 GLAZING BEAD 7116"
#4222,6063-TS
BB SASH BOTTOM RAIL (HIGH)
#4051A, 6063-T5
N.VENIM.RMV5
(54i1Qe MD
MFIT.O1'MMI49196
-osp I 1.078
1 1.115------tZ
45 GLAZING BEAD, 7/16"
MWC, 6053-T6
(USED W/ GRILL KIT)
.050 4�_— '"' 9
1.096—I---I T
42 GLAZING BEAD, 5/16"
94044B•6063-T5
(USED W/GRILL KIT)
•sa3�os9
I .
—I�----1 1.097
46 GLAZING BEAD. 13/16" IG
#4067,6053-TS
7 > 11
WELD
ALONG
SCREW
BOSS (2)
LYNN,,,'
No. 0705 •.P
*: YS
A. FL R
FL P.E.# 58705
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
SUBSTRATE:
28.603
34.603
40.603
46.603
52.603
.58.603
64.603
76.000
ANCHOR
MON��0NONp.-�NONQ
�D�ON��O
N Ory��ON�p
ry�.-Q
WINDOW1
GLASS
3
U
U
Qr
U
U
3
U
U
U
U
U
U
N�ON�,-�NO�ry��O
WIDTH
TYPE
3
U
U
U
U
U
U
C,D,E,F,G,
1
1
1
1
t
1
1
1
1
1
1
1
1
1
1
19.125
H,I,J,K,L
_i_____
1'2
1�1
__
111
_.1
112
___.__
11
1I2
_'2
22
_._.
1 2
2r2
212
_.._.
2�2
2 3
2',2
_1
2I2
212
212
2112
212
212
__
E2
22
2 3
212
rT�
31a
ABM---_
1
1
. _.
1
_
1
1
..
1
1
_.
1
._..
i
1
_.-.
1
_.._
1
_
1
i
1
1
1
1
1
1
1
1
1
1
1 2
1 11
1 i 1
1 �2
1' 1
1 2
2; 2
1 2
212
2 2
212
2! 2
._.._
2; 2
_.
2 2
2' 2
Y 2
2 2
,.
2 2
__..
242
_ .,.r
212
2 2
._,_._._..
2 3
212
_.
3' 3
C,D,E,F,G,
1
1
1
1
1
i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.00D
H,I,JKL
._.__.._._
1',2
1�,1
_-
L2
..
1T2
_.
12
1�2
._. -
2�2
L,2
2 2
2i2
212
_
2j2
.....
2 2
2'2
2(2
2i3
2i2
2�2
..-_
2�3
_.
2 2
__
2;3
.. .
3T3
.. l__
212
_. ..
3F3
ABM-1__
1
1
_____
If
____
1
_ 1
1
1
___
1 _
1 _.._—
1
i
_. .
1
�—..._
1
1
1
1
1
1
1
1
1
1
1
1
1;2
1;1
1I2
1�
__..,_
12
1;2
212
112
2 2
2!2
2�2
212
212
_-.._
2i2
2i2
_.
2)3
.1._..___
2�2
212
_._.
2�3
__
212
2'3
_
3'3
,._.
2i2
_
3�3
32.O1X1
C,D,E,F,G,
H,I,J,K,L
1
1'2
1
1 2
1
2i2
1
__....
2(3
1 _.
12
1
�
212
_. 1
2�3
1
_.�2
ii2
1
2[.
2 3
1
__..._-'
23
1
2I2
1
2 3
1 .
2'3
1
_1 ..
2;2
1
___
2,3
2 _._
33
1
2�2
1
.;'6
3'3
2 .._
3r4
1 ..
3 2
1
___
3,3
2
_.._.
3'4
1 __
313
1
—..
4�4
AB,M
1 ....,..
1'2
17_,,.1,
1 2
1...
2'2
.. _.
2[3
_...
1;2
.._._._
2)2
213
_,...
1;2
2'3
2r3
_._
212
._.
213
_. __
2'3
. ._
2 2
,.r_
2;3
_.._..
3�3
2�2
._
313
__1._.
314
_r
3 2
.........
3'3
_
314
1
_,_.
33
_. 1
4T4
C,D,E,F,G,
t
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
37.000
H,I,J,K,L
__
2 22
T..
1,2
.._
2I2
_._
2�3
..._
1 2
—_
213
213
___
2:2
—_
2 3
._.
2j3
..,_.
2I2
..,_
2 3
2 3
_._.
2i3
._.._
213
_
3l4
_
2r3
3r---
..__
'4
_._
315
_. _
313
_
-
AB
1
1
1
1
1
1
2
,_._
_ 1
1 _..__
2
1
2
.
2
.. -
1
2
..
2
7
2
2
1
2
2
1
2
2!2
1'2
2:2
213
112
2 3
2;3
212
2 3
2(3
2'2
2i3
2,3
,_
2 3
2i3
314
2j
3,3
314
_. _.
3j3
_, .
....
3 5
._
313
._.
4(4
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,I,J,K,L
2 2
12
212
2i3
2:2
2 3
2I3
212
2[3
213
213
2I3
214
213
3!3
3�4
213
3j4
3;5
3j3
3.4
4;5
313
4 4
AB,M
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
2 2
213
2�3
2i2
2.3
213
2(3
2:3
2 4
213
3'.3
314
2!3
314
315
3:3
3'4
4i5
_2
3j
414
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
44.000
H,I,J,K,L
2 2
j72-
2.2
_
33
212213
213
2,2
_2_
3!,3
214
2 3
313
3i4
213
313
314
213
314
315
33
3 4
415
3T4
4]5
ABM
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
2;2
2 2
2j3
2,2
2;3
2I3
2.2
3(3
2 4
2 3
3 3
3,4
2 3
3j3
3j4
2j3
3j4
....__.
3.5
313
_,.
314
4;5
314
415
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,lJ,K,L
2 2
2r2
2 2
213
-
2 2
.
2 3
3'4
2I3
3'3
314
2 3
3 4
3;4
_
2i3
3 4
31,5
3 3
314
3i5
3 3
415
416
AB,M
2
2
2
2
2
2
2
2
2
2
2
2
2
2_
2
2
23
2 2
2j2
2 2
2�3
212
2i3
314
2i3
3 3
314
2 3
3�4
3I4
2 3
314
.2
3i5
_,2
3j3
3:4
_-3-_2.
315
313
4 5
4;6
_2
3;4
_2
515
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
53
H,I,J,K,L
2 2
2 2
2 2
2 3
2,2
2j3
3 4
2.3
3 4
3!4
2;3
3.4
3,4
3 3
3,4
315
3'3
4�
6
4I6
_i%
5.6
3'4
!SB
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
3
2 2
2 2
2 2
2 3
2'2
2 3
3'4
2.3
314
3;4
2'3
3.4
3'4
313
3 4
315
313
4 4
4�5
3 3
4 5
j6
3 I4
4;5
1. ANCHOR TYPES: 1-1/4' ELCO ULTRACONS OR 412
SCREWS INTO METAL
2-1/4' ELCO SS4 CRETE-FLEX
3-02SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWI ING DIMENSIONS.
HEAD -1812' MA%. 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 1' LESS.
S. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH WE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
S. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
M41L PSF
(DP LIMITED) 118
HEAD 2
JAMB ABOVE 2 3
MTG. RAL
JAMB BELOW
MTG. RAIL
(FULL DP)
HEAD 2
B1.
mlm>; Deoc e!oasr
JAMB ABOVE 2' 3
111
�ONY LYNYy
MTG. RAIL
JAMB BELOW
`�
� �1' a\ LICENSE
MTG. RAL
� `T';'
SEE TABLE t FOR
_Z * :' NO.58705
FULL DP
--:17_A,
J°' csBT. W AUM.l�1B4 j'(�( �., � ALUM. SINGLE HUNG WIND0W, IMPACT ''i °%0-
R os 7 G NOC GESMISSlI . `-'(l J'j-' _
m..n oe a,. o nacx.omn a awns., w o�,. .' A. LSNN,ry114FFR:
FJC 71L495 JJ. MM7 .up o,.s�°' m SHNo NTS 8 s 11 4040-28 G1 FL P.E.#58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WINDOW
HEIGHT
SUBSTRATE:
37.155
44.655
62.155
59.655
07.155
74.655
76.000
ANCHOR TYPE.
0
ZZm0Z
O'ONQn'O^ONQN'Of
0
❑
0
U
Zm0
❑
O
z
0
zm0
ONQNO'ONQNOIONQNO'ONQ�'O'
0
0
Z
0
Zm0
❑
0
z
0
Zm
O
0
z
U
zm0
0
0
Z
0
2'I
ONQN
0
0
2Z
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0
WINDOW
GLASS
WDTH
TYPEU
❑
5
U❑
s
0
0
fr
U0
C�0
0
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$
o0?o0
C,D,E,F,G,
1211155
1
1
1
1
1
7
i
1
1
1
1
1
1_
1
1
1
1
19.12511
H,I,J,K,L1
1i1
2i2
2;1
22
_1_
2'2
_1
2'1
2 2
2r2
2 2
2;2
2 2
212
2j2
212
_1_
2I2
2,2
312
_1
2i2
3I2
3'2
2!2
3 2
1I1
2'2
211
2i2
21,2
2!1
2!2
2r2
2i2
212
2i2
22
2;2
212
2!2
212
312
212
3i2
312
22
3!2
PSFC,D,EAG,
1
1
1
1
1
1
1
1
1
1
1
1
1_
i_
1
1
1
1
1
1
1
24.000
H,I,J,K,L
1 1
111
1i1
212
1I1
2 22
2 2
212
2r2
2.2
0
2112
2;2
212
3 2
312
212
3 2
32
2i2
3 2
3 2A,B,M1
t
1 1
111
1 1
22
1j1
22
212
2!2
2�2
2i2
2j2
2!2
2�2
2I2
3'2
3j2
2i2
3i2
3i2
2'2
3j2
3i2
PSF
6B
77
Z D,E,F,G.
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
1
7
1
1
1
1
1
1
1
32.000
1 1
1;1
1 1
212
2i2
212
2'3
2i2
2l 2
313
212
313
3I3
32
3,3
3,3
2 2
3;3
4 3
3 2
413
4�3
3 2
4,3
A,B,M
1
1
.__
1
1
1
__.
1
1
1
__.
1
_r.
2
1
1
_.
2
_.,.__
1
1
—_.___
1
1
1
1
__
i
--1
1
1
1
___.
1
__�
1 1
1;1
1 1
212
2i2
Y..__
2;2
2i3
2i2
212
3�3
2i2
3i3
313
3,2
3'3
3;3
2 2
313
4i3
31214,3
T
4:'3
3;2
4'3
PSF
59
67
79
C,D,E,F,G,
1
1
1
2
1
1
2
7
2
2
2
1
2
2
1
2
2
1
2
2
1
2
37,000
H,4J,K,L
Ell
_. _
_
ITT
2 2
.....
2,2
2.2
._
213
_.,.
2i2
213
3:3
„1,--
2i2
-2
313
.__.__
3:3
33
4'3
33
3.2
3'3
413
__
3 2
_.
4!3
_.7 _
4!4
_ _..
3'2
_.._.
4'3
A,B,M
1,
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
1 1
111
1 1
2 2
212
2 2
213
212
213
3I3
2j2
35
3i3
313
4i3
3113
3'.2
313
4113
312
413
414
32
4''.3
PSFJ
54
1 79
62
79
C,o,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
2
2
40.000
H,I,J,K,L
1 1
1 1
1 7
2 2
-� -
2,2
-2
2 2
_ . _
2i3
_
212
3i3
..T_
313
-�.
2!2
_.
313
_2
413
3i3
_2
4'3
_,_.
313
_T.
313
4'3
.__
4`4
_.T_
3 3
41,3
_.
414
_...
313
5'3
A,B,M
2
2
2
2
2
2
1 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 1
1 1
1 1
2 2
2'2
2 2
2'3
2`2
313
3 3
,2
3i.3
4i3
313
4.3
3'3
3'3
413
4I4
3 3
4.3
41-0
3.3
5i3
PSF
49
79
56
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
2
2
2
2
2
2
44.000
HAK,L
1 1
1 1
1 1
2 2
2i2
2 2
33
212
Ti
3.4
2I3
3I3
4!4
3�3
4'3
4T4
3B
413
4�4
3;3
4!3
4?4
3i3
5'4
AB,M
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 1
1 1
1 1
2 2
2'2
2 2
3 3
2'2
3.3
3'4
21,3
3i3
44
3 3
4'3
4.4
3i3
473
4.4
3 3
413
4:4
3'3
514
PSF
45
74
51
74
79
79
0,D,E,F,G,
2.
2
2
2
2
2
2
2
2
2
1 2
1 2
3
2
2
2
2
2
3
2
2
3
2
46.000
3 3
3.4
3I3
3 3
4;4
3I3
4�4
4;4
3 3
4 4
414
413
5 4
4:4
5!4
1 1
1 1
1 1
2 2
2,2
2 2
3 3
2T2
A,B,M
2
2
2
2
2
2
2
2
2
2
2
2
3
'2
2
2
2
2
3
2
2
3
24�3
2
1 1
1 1
1 1
2 2
22
2 2
3 3
2�2
3;3
3.4
3;3
3I3
4 4
3 3
4 4
4 4
3 3
4 4
4 4
4 3
5.4
4'4
5,4
PSF
41
67
46
67
76
79
C,D,E,F,G,
2
2
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
53.125
H,IAK,L
1 1
1 1
1 1
2 2
2 4
2 2
3 3
3 3
3 3
4 4
3i3
%
4'4
3`3
4'4
4�4
3'3
4I4
515
4 8
14
5'S
4'3
5'4
A,B,M
2
2
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
2
3
2
3
3
2.
3
111111
222.2
223
33:3334;
43,3
4144:433444.43
34;45;44
35i454435'4
CERT.OFAUTR.07BN0
1. ANCHOR TYPES: 1 -1W ELCO ULTRACONS OR #12
SCREWS IWO METAL
.2-1/4' ELCO SS4 CRETE-FLEX
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -18 12' MAX. FROM TOP CORNERB
JAMBS .171Q' 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 USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1' 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 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:
JANB ABOVEL
MTG. RAIL
JANB BELOW
MTG. RAIL
JANB 2 21
MTG.G. RAIL RAIL
�`��pY LYNN
J1
JANB BELOW
`S':'UGENgF
NITG. RAIL
SEE TABLE 2 FOR
z * : N0.58705
FULL DP
=,,,?172 .#r
9• 11 1 4040-2D I G I FL
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW
HEIGHT MINUS SABH HEIGHT TABLE 7.
WINDOW HEIGHF MINUS SASH HEIGHT FROMTABLE
B.
SUBSTRATE:
17.125
ZZ668
ZB.211
1 33.764
39.296
44.839
50.382
55.825
ANCHOR
WINDOW
WIDTH
TYPE:
GLASS
TYPE
❑
,y pOp
3
❑
N❑
L'
0
0
V
❑
1`1 pOp
5
0
N O
O
U
O
0
❑
K O
U
N O
0
U
O
V
❑
N O
0
N O-
0
V
O
O
❑
ci O
?�
0
N O
0
U
O
0
❑
N Op
3
❑
N O^
0
O
O
O
b
N ggO
S
0
N O
O
O
O
0
❑
O
O
N O
0
0
O
0
19.125
D,E,F,J,
K.
1 ..
i
... 1
1
7
1
7 ..
2
1 ..
2
. 1
2
t
2
t
2
1
2
t
2
1
2
1
.._.
2
1 _
2
1
2
1
2
1
3
1
2
i
...
3
1
3
t
2
1
3333
1
1
1
24.000
D,E,F,J,
K.L
.. 1
1
1
__
1
1 ..
_ 1
._ 1
2
7
2
7
2
7 ...__
2
1
2
1 ...
2
1 .
2
1
__
2
_
3
3
2
3
3
-
2
3_
_
3-
3
3-
3
3
4-
MOM
D.E,FA
K.L
1
7
1
__..
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
3
.........
4
......
3
..
4
4
3
.4
5
..
3
5
PSF
79
37.000
D,E,F,J,
K,L
1
1
1
71
1
2
2
1
2
2
2
2
3
1
2
2
3
2
3
i
3
2
4
2
3
1
3
2
9
2
4
1
3
2
4
2
4
1
4
2
5
2
5
1
4
2
5
PSF
79
79
79
79
40.000
D,E,F,J,
K,L
2
....
i
2
1
2
1
2
2
2
2
2
2
3
2__.
3
2
3
2
4
.. 2
3
2
4
2
4
2
...
3
2
4
2
_.__
4
2
._.
3
2
5
2
4
2
_.._
4-
2
5
2
5
._ 2
4
2
8
2
PSF
79
78
]9
79
44.ODO
D,E,F,J,
K,L
2
1
2
1
2
1
2
2
2
2
2
3
2
_.4..._4..
2
2
4
2
..4..
2
.3.
2
5."
2
"4-
2
3
2
5
2
5..
2
_4.....55
2
2
2
4
2
6
PSF
78
79
70
79
79
3
7648.000
D,E,F,J,
2
2
2
2
2
U9
2
3
4
2
4
2
4
2
54
2
2
55
3
2
4
2
e
3
5
2
2
3
2
5
2K.L
8PSF
1
1
1
22
3
71
T8
63
71
79
6
77
69693.125
D,E,FA
K.L
2
2
2
2
2
2
3
2 ...
q
3
_......
4
3
5
2
4
3
5
.. 3
6
2
.....
5
3
3
8
2
5
3
7 1
3
6
2
5
3
7
1
1
1
2
2
3
_
4
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH
HEIGHT
SUBSTRATE.
12.77f
75.776
18.778=2724.778
27.778
30.776
31.106
ANCHOR TYPE.
a
"O"zno"z�z�.o
"g
0
8
aU
8
U
8"Os
O
U
Nz
8
U
Nz,.zno"Ye'O
8
U
8"g
0
8
Z
8"Os
oO❑
v, O"
Z
8
2
8"g
m O"
ouuwmTM
ZWINDOW
8
8
19.126
1
1
1
2
1
2
2
i
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
1
2
2
2
22
2
2
2
2
3
2
2
3
2
2
32000
2
1
2
2
2
2
3
2
22
3
3
2
3
4
2
3
4
2
3
37.000
79
2 1 2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
q 3 3
4 3 4
40.CD0
74
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
44.000
68
78
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
48.000
6.1
72
79
2
2 2
2
2
2
3
2 3
4 3 3
4 3 4
4 3 4
5 3 4
5 3 4
53.125
73
68
66
72
2
2 2
2
2
2
3
3 1 3
4 3 4
q 3 4
5 3 4
5 3 5
5 3 5
OANI5
Ia+)a m
LERT.OF AM. MM
s1171IJ I NTS 1 10 . 11
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1W ELCO ULTRACONS OR 012
SCREWS INTO METAL
2 -1/4' ELCO SS4 CRETE-FLEX
3-912 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD -18 L2' MAX. FROM CORNERS
JAMBS-17112' MAX. FROM TOP CORNERS
11 12' MAX ABOVE THE MEETING RAIL
6' MAX. BELOW MTG. RAIL
15' MAX FROM BOTTOM CORNERS
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND B. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAILAND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM NEW
WINDOWS ARE 12 5/8' MIN. TO 38' MAX
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1'LESS.
B. 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:
MAX PSF SEE TABLE 3 FOR
(DP LIMITED) 112 FULL DP
HEAD 2
JAMBABOME 2
MTG. RAIL
(FULL DIP)
HEAD 2
JAMB ABOVE 4.
MTG. RAIL
PRODBC7REVISED
TABLES. KEY:
MAX PSF
{DP U ITED) 112
nuiN'FI� WNsRmb
tldP MONuI -0625'
E..14re rru
JAMB BELOW 2
MTG. RAIL
By
MI DmW."w
J
FULL DP
L_�
:• gaoN....... N
�; V10EN5•E
JANB BELOW 2
MTG. RAIL
* : No. 58705
SEE TABLE 3 FOR
FULL OF
=
13/4' MIN. EDGE
a EXTERIOR INTERIOR
(ULTRACON ANCHOR)
(ALL HEAD AND SILL DETAILS)
. 2-12'MIN. EDGE
CONCRETEANCHOR
CRETEFLEX ANCHOR)
OTE 183) 2x WOOD BUCK
(SEE NOTE3)
KSI MIN.
CO
CONCRETE•13/4MIN.
L
OPTIONAL1x—I-
WOOD BUCK
o
(SEE NOTE 3)
1-1/4' MIN. EDE
1-WW MIN. EDGE
1/4" MAX. SHIM
2-12'
WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY
(SEE NOTE 283) APPROVED 114'ELCO ULTRACONS OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
SHIM °
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
1,314' MIN. EDGE (ULTRACON INTO CONC.)
ANCHOR TO CONCRETE EDGE IS 1 3/4- FOR ULTRACONS INTO CONC., 2-12' E.D. FOR
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
�1' MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 912 STEEL SCREWS (135),
1/4' SS4 CRETE-FLEX FOR DETAILS B 8 D OR 0.131'O x 2-12' COMMON NAILS (F1557 NL CM
S-07 Z (Bd)) Sd PENNY 65 ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED
ONLY (SEE DETAILS E. F AND G THIS SHEET)
1 "a' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
MIN. TOTAL THICKNESS IS LESS THAN 112'. 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
114, ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM 5053-T5 AND A MINIMUM OF 10THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045-
THICK THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
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
r2-12 MEN. EDGE (ULTJCRETEFLEX INTO CMU B CRETEFLEX INTO GONG) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
1/4' MAX.
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
13/e" S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
1 MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS.
CONCRETE ANCHOR. IIII
PH BELOW MEETING I%
RAIL. IS
NOTE 2)
3.35 KSI MIN. CONCRETE
7 „r,„,•� OR 1.5 KSI MIN. CMU
ix BUCK OPTIONAL W ITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
.131"DIA. MIN.
x 212' NAIL,
AT CORNERS
AND 5.O.C.
SHIM
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
—� CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
1-MIN.EDGE FLORIDA BUILDING CODE.
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
V
MIN. EDGE
FRAME
.131- DIA MIN.
2-12'EM EDMENT x212'NAIL.
AT CORNERS
I AND 5.O.C.
U 5/8"MIN. EDGE L-PVYNMIN
V4'
Mom' xATCORNERS
SHIM AND 5'O.C.
DETAIL F, (HEAD) DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
aFT.WF .a S
DETAIL G, (SILL)
ILUK SINGLE HUNG Wi
Sw
1W
MAX.
SHIM
18'MIN. EDGE
Ixronuc7aEVIsSD
zmmpyi dwlW uu Flviaa
Ov5din0 Cade
o -0 ."Oa
021
V000 FRAME
yY LL
a Feo9ucl
�II111111
:`aONYLYylV
SEGMENT�•1.F�CC�1
'I,ICENSp`'
*: N.. 58705 .P =
%0,C"•, STA EOF w�
IDOW, IMPACT
'Si�NlAL
oMvw
a+
ALYNN I, agR', P.E.
4040,20
G
FL P.E.#58705
SCANNED
BY
St. Luce County
MIAMP ADE
0
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.pov/econornv
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 Hi octty Hurricane Zone.
DESCRIPTIO eries "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL NT: Drawing No. 6300JR, titled "Impact —Resistant Tube Mullions",
sheets 1 through 25 of prep anu ac rer, ated 08/29/11, 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 I 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.
MIAMFDADE COUNTY NOA No. 17-0630.01
j Expiration Date: May 26, 2021
Approval Date: November 09, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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
1. 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 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 5th
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
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
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
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-Sth Edition (2014) and FBC-614 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
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE —O IWWIDMFWYDRTMMUL {
MULLIONS / -� SEEOETAM19
A-0G It
S,L=ETOlH
I J_,
S14Ei9 Ri 1
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SIN
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1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN AREIN ADDITIONTO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN, EACH SITUATION IS UNIQUEAND SHOULD BE
EVALUATED BYAN EKPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD. OPTIONAL 1X OR M WOOD BUCKS IF USED.
MUST BE ANCHORED PROPERLY TO TRANSFER LOADSAND ARE TO BE DESIGNED BY OTHERS.
EOFTHE
IONS
ZHAVEBEEN TESTED AS WE TYPE AND FREE-R CF FLOA3MGCHORSIAND00 NOT NEED TOBEDIRECTLY ATTACHEDS CRITICAL TO WE STRUCTURAL DTOWEMULLIONCLIPS. BUT 6RAll
NOT HAVEA GAP OF MORETRAN 114' FROM THE CLIP.
3)THE ANCHORAGE METHODS SHOYM HAVE BEEN DESIGNED TO REBIST THEIMNDLOAOS CORRESPONDING TO THE RECUIRED
DESIGN PRESSURE
W THIS ANCHOR EVALUATONSHECALCULATED DEFLECT EWAS
THE 1.5LOPD DURATIONFAN FACTOR WAS USED FOR THE! VALUATION OF WOOD ORE THANVISIX WE 113 STRESS SNOT V5FD
CREVJS
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND WE SCOPE OF THESE
INSTRUCTIONS.
COMMON
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHPLLAPPLV.
5) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S),
71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS, MUST
BE AS APPRORRITE FOPROPR SUBSTRATE MATERIAL . DISSIMILAR MATERIALS SHALL BE PRY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL
ECTED ASBE REQUIRED TO OR pIRON��BTAYT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-64 SUM ULTRACCNIAGGRE-GATOR NOA5
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING
CODE AND AREAPPROVED FOR IMPACT AND NONLIAPACT APPLICATIONS. MULLIONSARE ONLY TO BE USED WITH
PGT-APPROVED FENESTMVON PRODUCTS HAVING CURRENTAPPROVALB.
10) MUWONS ARE N COMPLWICEFORUBE N THEHVHZ
10 OUANTTTYOF UNITS W IWNA MULTIPLE MULLED ASSEMBLY IS UNLIMITED FRUITED THAT THESPAN AND OPENING
WIDWH IGHT OF EACH INDIVIDUAL MULLION COMPLIESWITH THE REQUIREMENTS OF THIS NOA
INSTRUCTIONS:
1) OETERMINEWC DESIGN PRESSURE REQUIREMENT (LBSIPPI FOR THE OPENING USING THE ASOEq STANDARD.
2) CHOOSE A MULLION TYPETHAT WILL FITTHE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3)REFERTOSHEETMTODETERMINEWTHE WINOLOADINGIS-RECTANGULAR'OR7RIANGUARRRAPQOl0 -
4) FIND THE CHOSEN MULLIONS MULLION GAPAGTYRBS/M FROM TABLES IATHROUGH 18 ON SHEETS S THROUGH2O RESPECTIVELY.USING
IFTHEMUUION ISEPANNNG WRRCALLYORHORQONTALLY).TIE
FWEMUWONTYPE.
LENGTHAND OPETJINGWOEGR HEIGHT (DEFENDING
MULLION CAACNYRRS M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUREMENTILBSIF" FORTHE OPENING OBTAINED IN
HFT.
wn,
BTEP1).
5) FROM THE SAME TABLE USED IN STEP 4I ABOVEFWD THE VANE W N CHORS ND AYQIOR CAPACITY REWIRED R.851 THIS VALUE
ANO MUST BE METTO ATTAIN THE FULLMUWON CPPACRV.
HE
REPRESENTS THE WINOLOADTRPNSFFRREO TOME SUBSTRATE BY TMEANLHORS
FtlIVRRICALMRt
B)FROM THEANLHOR CAPACT'ILBSI TABLE ONTHESPME BHEETANG USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE
THEANgRHORA ON THE AMS
CLIP PATTERNANSTRATE ON TIO REQUIRED ANCHO
pPFNING W9JIN
A CHOR-CLIP PATBU
MWO3)FROM
ELECTANANCIiG
wRVERTXAL-U-
CAPACRYISMET.
MULTIPLE MULLIONS
7) IF THE MULLIONCAPAGRY(LBSIFT9 OBTAINED IN THE TABLE IS HIGHERTHANTHE DESIGN PRESSURERECUIRGMENT(WB )FORTHE
'ANCHOR ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITHTHIS
OPENING, YOU MAY USE WE CAPACRY
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR WE SAME SUBSTRATE
MIT N
B) VERIFY THE DESIGN PRESSURE RATING (LBSIFTI) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE RNAL MULLION
EDITION
CAPACTY'L OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF E TWO GHALLAPPLY ORTHEENRREMULLFD FENESTRATION
RUCTION
PRODUCT ASSEMASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED N A SPECIFICAPPLICADON WREN USINGTHIS NOATO APPLY FOP-APFRMIT.
PRODUCT REVISED
plyYing9 IM Me Flodda
6alldinB Calla
No"o. 17.0630.01
FipimOon Data OW2612021
ND, 58705
DETAIL A: DETAIL 8:
MULLION ATTACHED TO IX TV. AN.
MULLION TO 2X WOOD BUCK FEFtwTIXTE
WOOD BUCK AND MASONRY IT, �EESBETABUES..
OR WOOD FRAMING (STANDARD CLIP SH�� ATTA..E
(OFFSET CLIP SHOWN)SEENBTE I.
w
LOCATIMS E! ETA SF
DIME VMCE
T.N.=2
Ems
�m I ..lm 'M�01`F` LL <
wpu l oFOR ANCHORS
HSTA misnomoD.'=0
,t..FY SCR. SIDE VIEW ILI
�.-.FOR
ALLIAILMHS
4
as OFFSETMIILL Z
I,
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Q.
EXTERIOR 4 P
4 z
D 4
• 4 R
RY z
To G'FN R EC r •
F-
EXTERIOR V.
TV.ANCHM
BY
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE AM FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR 70 ANCHOR DISTANCE, THE
CORRECT OUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS AA, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEND OR FLATHEAD.
4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMPDADE COUNTY. USE ONLY MIANIHOADE COUNTYAPPROV D
ELCO U-TRACON OR ELCO 1W S.S. AGGREGATOR MASON RY ANCHORS.
PRODUCT REVISED
.� ...'I trMtheFlorid
Buftdi.- . 17-0630.01
BRpkafiom Data 0512612021
.lol It 11
8 AM ..I
�ONAL
A. " "
LQMlo�ER, P.E.
DETAIL E:
ti I25, xnN MULLION TO MULLION g
DETAIL C: INTERSECTION NOTES: R YE
MULLION DIRECTLY ATTACHED TO NULnN (U-CLIP)
MASONRYSTRUCTURE ITERSECINSTALLED IN TEE'OR"OROSB'
(STANDARD CLIP SHOWN)—� INTERSECTIONS 3
YNum 2) MAY BE INSTALLED HORIZONTALLY SY b
1 (SHCWN)ORVERTICAILY. n
1 I T ....R N U
FRHDI ME I PER uesTRA1E. 3) SEE UCLIP DRAWINGS, SHEETS 21-23
STANDIJA 5H 5161:8 LI g] s� •- F
oFPssr M,'LL j, TOP VIEW FOR CORRESPDNDING MUWON. ,N Z W
C4PIMYBE I . EWTAHCE Wa u'}t U
116TN1E9 BY I� VASWiY VA91ES J
THIS l2THW 1 IHORS
1 I S13 STEFLSCREWfi i1 � N
I I I I SE3FONLLING ORPREDNL `W �� 2
``�NIAIKN Nm U5ESM9 LIL W O ~
n
EXTERIOR • °a ° `` NULVON Q Z e
ISTM'CE THEOFFSEf D1ID19 Z
FDR R1' RECCML@WEDFa / Z
m
Ui U
ANCHO FINiMMED L ryIEgSECIIa �2 F E5
WINDOWS. C11TIMY J' F p dZ
.LL9O BEUsm FOR O
ed mHm FRAMEttPEd. EXTERIOR N Q Z
Tw.Anaa d • ? z Z Q r
SEE suwrwaE, ° t. T w.AKl1pR SEE SETBVi]FOR WQ O
TAB, I.-O0 i—
HIXISb
SuS PERSUm. W
ANO UETAdUd1.1. FRONTMEWPsn
OOrE
�Op
I s�xme{
YF.YT •: - _ .. SHEEP t. .: ; `K=
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SEET 9
NIN21N9 CONCJIEIECR QfiI 69N3.]KSICWCRETE tli CEU 1&13B
FRONT VIEW SIDE VIEW
INSTALLATIONNOT
1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) OUANTRYOFANCHORS AND MULLION SIZE SHOWN ABOVEAAE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THEANCHOR CAPAO IS BASED PARTLY ON THEMMORTOANCHOR DISTANCE THE
CORRECT OUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS D. EITHER WE STANDARD OR OFFSET CLIP MAY BE USED.
31 ANCHOR HEAD TYPE MAY BE PANHEAD, HE%HEAD OR FLATHEAD.
d) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
B) FOR MASONRY APPLICATIONS IN MM-DAUE COUNTY, USE ONLY MAMISIADE COUNTY APPROVEO
ELCO ULTRACON OR SUED 1/4' S.S. AGGREGATOR MASONRYANCHORS,
FRONTVIEW
EXTERIOR
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH
NOTES:
1) FORM WOODEACNED STEELSTUDS, WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS 520, FOR QUANTITY OF SCREWS
SIDEMEW,
SIDE VIEW
PRODUCT REVISED
as pry gwllfi Me Flo,lde
BWlding Code
NDA-No. 17-0630.01
* : N9.68705
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION >�
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o
SIDE VIEW
.x =N 1'.IX.12W
NULLM
C
EXTERIOR
EDGE 4
Cl4tTNGE
FE0.IVCXUt
NOTES FOR PISTAO-AMN OPTIONS P.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.25'X 2.1V X.127 MULLION.
2) SEE TABLES 10-139 FOR ANCHOR QUANTITIES MO SHEETS 21-23 FOR HOLE LOCATIONS,
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPUCATON.
REVISED
wHF 0. FbNEa
3 17-0630.01
,o OS126/2021
ma�ci cnnwr
o19PTER /
PE0.
1M1'iM0. w ` III
,M1I�4
O NOTES FOR INSTALLATION OPTION G B H: .'apNY LYNIy�/,�
�.� q...'ICENsp'•.!�
1)USE 2 ANGLE QU'9 PER MULLION BYO. CLIPS MUSTBE INSERTED INSIDE OF MULLION.
2)DETAIL G: SEE TABLES 1EPUB FOR ANCHOR QUANWIFS MO SHEETS 21.M FOR HOLE G = *; NO. 58T05
LOCATIONS. � - •: *=
3)DETAIL H: SEE TABLES15D OR 10 FORANCHOROUANTITIES MO SHEET U FOR HOLE S SAD'•. C --T2 p�
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FIGURES:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: IFIGURES: FIGURE6
• 0
TABIENOTFS
1) SEE SHEET 1 FCR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON WAGING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
2; LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDATR OFMNG WIDTHS IS ALLOWABLE
3) MU WON AND MUWON CLIPS SHOLYN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROM-FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TD AST31 CEO. WOOD SHALL BE PRESSURETREATFD
YELLOW SOUTHERN PME WITH AN SG OF 0.55, ALUM INUM SHALL BE 5 TSAND BE A MINIMUM OF.125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045" TMCK(18 GAUGE). STRUCIOPoLL STEELTO BE AT
LEAST.125' TH ICK AND Me. ALL ANCHORS INTO METAL SHALL E(TE40 AT LEAST SCREW THREADS BEYOND
THE MATERIAL #10 A#12 ANCHORS INTO WOOD MAY BE STEEL. IBA S.S. OR 410 S.S.
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6
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NOA-No. 17-0630.01
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1) SEE SHEET I FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET25 FOR INFOpAMT)ON ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION MEOIOD&
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ANGLE CLIP MUST BE USED IN PAIRS,
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HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0t)0. WOOD SHALL BE PRESSURE -TREATED
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THICK STEEL STUDS TO BE A MINIMUM OWE 33 AND.04V THICK(18 GAUGE), STRUCTURAL STEEL TO BEAT
LEASL126• THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEE, IS S B.S. OR 410 S.S.
W�=ANCHORCAP.„
OBTAIN THE•ANCHOR
MAY BE USED TO OUM1Uf
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PRODUCT REVISED
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% `MANCHOR CLP.,,O„v
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THIS FORMULA TO OBTAIN THE 'ANCHOR
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1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 5HEU25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
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TO BE DRILLED IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AGI301 SPECIFICATIONS. HOLLOW ANO GROUT�FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM DSO. WOOD SHALL BE PRESSURETREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8053-T5 AND BE MINIMUM OF.125' THICK. STEEL
STUDS TO BEA MINIMUM GRADE 33 AND,045' THICK (18 GAUGE) STRUCTURAL STEEL TO BEAT LEAST AW THICK
AND A38. ALL ANCHORS INTO METAL SHALL EEKTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MO &
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1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR NFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANONR OPENING WIDTHS IS ALLOWABLE
FIGURE 1:
3) MULLION ANDMULLIONI CLIPS FIELD
FOLLOWING
ARE NOT TO SCALE FOR D(ASTRCt OMEN SHOWN
ON SHEETS
HEETS 21- 23.
'� HOLESTOOWSU SUGGESTED.
FIELDFOLLOWINGDILIENSIONAL RESTRICTIONS SHOWNON SIf-�T521-23.
FIGURES SHOW SUGGESTED. APPROAMATE HOLE LOGATM0N5.
ANGLE CLIP MUST BE USED N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTFILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AM (I WOW SHALL BE PRESSURE -TREATED
YELLOWSOUTHERNPINEWITHANSGOFO.55.ALUMINUMSHALLSEM08 ANDBEAMIMMUM OF.12S
THICK STEELSTUDS TO BE A MINIMUM GRADE MAND.IkS THICK (18 GAUGE) STRUCTURAL STEELTO BEAT
LEAST.I2S THICK ANDA36. ALL ANCHORS INTO METAL SWILL E ENDAT LEAST 3 SCREWTHREADS BEYOND
THE MATEI #10 B M2 ANCHORS INTO WOOD MAYBE STEEL. 1148 S.S. 011410 S.S.
LA TO OBTAIN THE•ANCHOR
RED, CORRESPONDING TO AN
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O IS LOWER MAN THE MULLI(
3gpI
PRODU)C)T99 REVISED
Bu1lllin I14Y. IDI We Florida
NDA-No. 17-0630.01
P ,IrDUon Date 0526/2021
By
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�.,°FA maIMPACT-REBISTANT ALUMINUM TUBE MULLIONS
gy 45 DEGREE BAY MULL SPECS
N/A N/A 630F 20 2 ro7°rzoua•cr rout
N 111 '�! N '.� J O YN YC 6V rW. N YBYLE R lIY/9
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126' L 37f5. '1 • .-50T0' 61
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6O61T0 ALUM. 60B1TGALUM. 6091T6 ALUM. 608]-TBALUM, ME&T6 ALUM. 600}T8 P1UM. 6061TBALUM. %SECTION %SECTION XSECTION %SECTION %SECTION %SECTION %SECTION O•�
.375'
MIN.
iy r.12S
STANDARD CLIP
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I
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XSECTION
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f
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2.126'
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CREATE FCLW, SfE I MIN.
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338°MIN.
A A I UTB AL
UM
TOPVIEW
f L- STANDARD CLIP
66TOPMEW
'ANCHOR HOLE MUST LIE TOPNEW
NTER05 ANCHOR
ZHOLEMUSTLIE
F DASHEDBOUNDARY.SEE
FOR THE ANCHOR O.C.
THIN THE DASHED
MAXIMUM ANCHOR HOLE
BOUNDARY, 65E
ANCHOR DIAMETER- 1/16'.
SHEETS SI7 FORTHE
ANCHOR O.C.
DISTANCEMAXIMUM
ANCHORHOLE
&Saw -{
.375'
MIN.
DIAMETER::AN ANCHOR
DIAMETER � 1HC.
I
I
I
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I I
TABLES
US MOLE CLIP
BX
2,000•
SEC`nLUM.
%SECTION
125'
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2X5ANGLECLIP
LUM,
BN3-TB ALUM,
CWEW
CENTER OF ANCHOR HOLE SHEETS
LIE WITHINTHE
DASHED BOUNDARY. SEE SAXI 4ANC ORTMF
HNLHOR METER: TANCE MPXIMETER- LIT.
HOLE DIAMETER: ANCHOR DIAMETER r 1/16.
Mull Dimension (sheet 0)
PDT Part it
Mullion
SW. Clip
Offset Clip
Li
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1'X 2'X.12V(5)
66605
666113M
M1118M
666243M
666611M
f X2' X.375" (6)
666DD6
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6WI119M
568244M
888512M
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66607
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M1120M
6682451M
666513M
1"X2.7&'X.659'(8)
66608
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SWI121M
6662d6M
66S51410
1"X3A25'X.509'(8)
65637M
6661116M
6651114M
66624210
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l.25-X3L188FX.2W'(12)
66S41M
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6661113M
666241M
656516M
1.26'X2.11"X,12F(18)
GW70
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668517M
OFFSETCUP
NOTES:
amTBALUM
TOPVI`NJ
1) 1 TOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,
2)SEE SHEETS 5-9,12&18 FOR SUGGESTED, APPROXIMATEHOLE LOCATIONS& ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
TABLE A
Diman.lon
Volvo (In)
For Mullion:
A
1.625
I- X2' X.125"
Aluminum
Tube Mullion
B
2.664
C
0.895
D
0.740
A
1.125
1- X2' X.375'
Aluminum
Tube Mullion
e
2,404
C
0.635
D
OASO
A
1,875
V X275^ X
B
3.000
375Aluminu
C
0.757
Tubs Mullion
❑
1.118
A
1.312
V X2.T5• X
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Aluminum
Tube Mulllon
B
3.000
C
DAIS
D
0.838
A
2.000
1-X3.125'X
W Alum
Tuba Mug
B
2.7
C
0.863
D
1,137
A
2,626
1.25- .285" 188•
Awn
Tube Mull
B
3,262
c
0,862
D
1.732
1.2T X2.1 V X
A
1.813
.121•Alum
Tuba Mull
PROD1C d PRODUCT REVISED
......
..handing with the Florida
.N.. E 77.0630.01
EaPbation Data 05/26/2021
py
Mieml- Pto uct Loalro
1111v,... _-0,
�aNY LYN,yy
....
1,ICENSF"��C
* r No.58705
11VX92SXAW 125"X3.25'X.624'
bMLLION MULLION
600STS ALUM. 6p05-T6ALUM
X-SEGTX)N XSECTION
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6SM-T
X-SE
'T+WLW6N
000076 ALUM
X-SECTION
257-
3.1 v
100-
624'
_1
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1.25-X3.94-%.624'
MULLION
6005-TSALUM.
X.SECON
40' 10
d
II a
2.000"L12�
2.115" 2%B PNGLE alpu-0uP z.aao• 6WLBO6YECTIONTS L %SECTION,125" X-9ECTION 2 U FF
�rc L
25'r o
CENTER OFANCHOR HOLE MUST UEWRHIN THE J L
GASHED BOUNOARY.SEESHWTS 1020FORTHE
U�CHOR
HOWOLAMETERANCHORONMETER
.^I
C
375. 3.125- CREATEF-CLP.6EE,75'
MIN. 1 OETAI F. SHEET
I I I I I
I I I I
1 I I I
1 I I I
1 II I}I
37SVPOF
_—_MII 1IIIII I
STANDARD1IIII
OUP
CENTERUST LE 60M.TOALUM.
WITHIN BOUNDARY.
F
SEE TOPVIEW
SHEETSI0.17FORTHEANCHOR GC.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHO R O W METER+ 106',
9500'
.975" .375
MIN.
I I I I
I I I I
I 1 I I
2250° I I I i 1 I
I i I i H
328-- �--.e 1'^-� —•J i-.981•-�
NOTES:
1) HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,
2) SEE SHEETS 10, 11, 1315, 19 520 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS,
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
OFFSETUIP
606348 ALUM.
TOPVIEW
.315" CENTEROF
ANCHOR HOLE
1 MUST LIE WITHIN
THE GASHED
SOUNDARY.SEE
SHEET510.b
DISTANCE
MAXIMUM
ANCHOR HOLE
IACHORR: O
ANCHOR
OIPMETER•1H8'.
U-CLIP
6063-T6AWM.
TOPMEW
TABLE C TABLE C. CONT.
Olmandpn
VeWa BN
Per MYIIIOa:
Dimenelon
Vel,938
Far Mulllen:
0
t C%
Alumilum
wpi
Tba N4'X
F
G
,
0.600 .,,2XASW
0.500
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WTInu3.000
Lme
uIx M.um1187
H
I
1.430
1"X4"%
.3T6•
AIm61Mm
Tue&^T'
F
G
2A25
1.125
1.500
XIN'3.167
fA5.W4' '2..430
%.I.243o
Nemirwm11
Tube Mulll0n2250
m1,
2..W0
N
3.259
1.25'X3.25°
X.100"
AliTl.m
Tuba Mullw
F
2.81]
2.813
3VBa M.LO760
3.250
F
2.075
45.9a Mull'L50o
TAAI P n
2X5 ANGLE CLIP g" &O O
608}ie ALUM. C $CLa
TOPMEW 1 5^a, eat
PRODUCT REVISED
B.Hm.I&T w10 No Flprl9a
dime CCoptltl
NOA-Np. 17-063O.O1
MUII Dhnendpn
(sneetpl
POTPCRC
Mull30n
SW. Clip
OBceIC11F
UHCip
AAOIe Clip
in X0 X41W(10)
693"
668111M
00I12M
66524IM
M10M
I-X4-XXV pry
COST
006112M
M1123M
665=14
BOSSISM
VX4-X.375•'T 01)
0053
686112M
6661123M
686242M
SESSION,
1.254X3.25'X.10P(I3)
1.45^X3.25'X.E26(I4)
=16=312
W1616AO15
e41127M
6661126M
U611NM
06511WM
6603413M
M2411M
VSHI5M
6665116M
L25' X3.94' XR24'(15)
20162
0661117M
665140M
650241M
O686llM
30 ow9rt lIB)
65649
WA
WA
WA
OSSH%M
45 De0ree(M)
O6850
WA
WA
WA
6668111M
u
#.: NO. 58705
A LYNN MILLER, P.E.
FL P.E.# 513705
I TABLE E
Mull Dimension
(s8eel#)
PET Pan#
Mullion SW. CIip I U-Clip
Angle Clip
Y X4'"X.25•(i8j
88602
66fi281M
fi6B2]1M
M5112M
YXB"X.2Y(17)
B660a
1 668282M
66u2
BBB5113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 1e 17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS,
3) SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS.
2.000' ,37S,
�j MIN.
4A D'
1S0' YX4-X 2i £
MULLION
',8 T6 AUUM
%SECTION
.250'
3T5-
MIN.
rx a-x 25"
MULLION
6003-T9NUM.
%-SECTION
--��—.125' 'j�—�I�'-.125• a rr�� a F
TANDTBAL MP
U-0LIP 2X5 ANOLF CMP
2.000' 80-SECTI N 98-S a
X-SECTION 2.125 %SECTION TB ALUM. Sx
L 26om %SECTON
I I LL
.125' .125" J25. M b U
L N Ns ~
E 00' j 0
—3.500• CUTHERETO @ U d- p
CnFATE FQIP. 5A00' i
_SEEDETAILF, .37S 3TS w W p°
_- F SHEET1 MIN. _- -_ .3)5° —_ __ MIN. ¢ 2=b
_ I_______- - @y
I b' ap21
°z
N A
I ~ QQZ u m to I I W pp
.375'
______ _______� l__________.l MIN.
Y Y
STANDPROCLIP
20FANCHORHOLEMUSTLIE 6C63-T6ALUM SEDNR3'X 4"BH LLONUSHFtT t6 CENTFHOFANCHOR HOLE MUST L! 2(S PNOLECLIP '¢ ¢ O O THEDASHEDBOUNOARY.SEE TOPVIEW E 6 .T6ALUM. Z
11E1TFORTHEMICHORO.C. TOPVIEW WITHINTHED45HEDBOUNDARY.SEE TOPVIEW a y�3 tK UO
UO
CEMAXIMUM ANCHOR HOLE SHEETSI6-PFORTHEANCHORO.C. - g{
CENTER OF ANCHOR HOLE MUST UE DISTANCE MA%IMUM PNCHOR HOLE ER: ANCHOR DIAMETER+ lns-, WRHIN THE DASHED BOUNDARY. 6EE DIAMETER' ANCHOR ANCHORDIAMETEHOI-E111W.
SHEER 161T FORTHEANCHORO.C.
15k
RHOLE PRODUCT REVISED
5.500' y T.
-3500°� CUTHERETo R.IAE. BailEinp lYeg wlN lM1e Fiorltla
CRTATEFCLIR 6.000' C Ee
¢ _SEEDETAILF, .37
S NOA-No. :7-0630..01
SHFET4 MIN. MIN. EaPnelicn paj 5/262027
__ __ ______ L._______.26' B i
----------------------
Y
I I�.4.866'
LYNIV
I.3TS``*�No. 59L_____________________J MIN.STAN
CLI
O
e061D16 ALUMDP` U.CuP ��(LS'.;•k ORIDP; •' �C��:
60W-Ta PLUM. WANGLECUP
TOP VIEW _USED FOR T X B�ULNON SHEET` 60TOPVIEwM �''S��NAL tiNG`ss
TOPVIEW _ A,MEN
MIL!1R•P.E.
_ FL P.E.# 58705
EXAMPLE L SINGLE VERTICAL MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WNDOW FRAME DEPTH IS SlW. THE OPENING REQUIRES DESIGN PRESSURE OF+60.01-60.0 PSF.
1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUTTABLE,THE MULLION LENGTH IS72- AND THE OPENING WIDTH IS 32102+1'-I5 REFERENCING SHEET M. THE COLUMN USING
RECTANGULAR LOADING MUST BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114•AND WILL MEET OR EXCEEO THE REQUIRED
DESIGNPRESSUREOF.C) 1-fi0.0 PSF. IFTHE TABLE DOES NOT SHOWTHE EXACT SIZE, USETHE NEXT LARGER SIZEANAIABLE
FROM TABLE 3A, SHEET ], THE VX2.7SX.3T5'MULLIONLENGTH -72'. OPENING WIDTH = 70�MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS-/ 8.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE VX 195" X AR- MULLION (LENGTH • 72', OPENING WIDTH+]0•) HAS A DESIGN PRESSURE OF -An.] PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 835 USE,
2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR OUANTINAND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4)k12 ANCHORSAND ME M
ANGLE CLIPS WITH (4) R12 ANCHORS HAVEA CAPACITY OF 885 LBS.THOUGH EITHER ONE GOULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOVIEt DESIGN PRESSURE, OF MULLIONS ORFENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS IWO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS U-60.0 PER, THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE M7 PSF WITH AN ANCHOR CAPACITY OF 83B USE. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REOVIRED FORME EXACT DESIGN PRESSURE OF GO PSF:
(W PSF)X ( 636 LBS \ _ 524 B LB9 (
]2.T FSF/ MAY BE USED TO pUALIFYM tO STEEL SCREWB FROM TABLE SB)
THE BUILDING SUBSTRATE 15 KNOWN TO BE CMU ONTHE JAMBS AND USESA CONCRETE HFAOERAND SIW THE WINDOWFRAME DEPTH 1523 ,THE OPENING REQUIRES A
DESIGN PRESSURE GF+50kD 50 PSF.
; J
E tY
FORMS VERTICALMUUJON'
J
G
1
MEOPENINGATUOWIDTH1536'+36.11--
Q O
E COLUMNRECTANGULARLOADINGSMALL BE USED.
.REFERENCINGSHEET25, THE COWMN USING RECTPNGULAft LOgOING SHALL BE USED. SCAN THE MULLION TABLES FORAMULLION THAT LSAT LFASTTHE WINDOW FRAME OEP01 OF2Sl8'PNO WILL
TABLESFO+1'MULLION
NESTOR 2L85.
F Y m
EXAMPLE 2: MULTIPLE MULLIONS
+
EXCEED THE REQUIRED DESIGN PRESSURE OF+5D.0455.0 PSF. IF THE TABLE DOES NOTSHOWTHE EXACT SIZE, USETMENEDOWHRAW 2EAHOF
0 Wh oa,
_ 9Ee OETAIS,
NvumOTH—fir- sHFEi9xa
FROM TABLE M. SHEET ], THE 1'X2.]5'X.3]5"MULLION LENGTH=
( 10B'.OPENNO WIDTH THEOEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+F15.1 PSF
AND WOULD
Id d
NOTSE SUITABLE FORTHIS APPUCATION.
FR
U X
TTABLE HASDESIGN SURE OF+A849 PSF WHICH IXCEEDSTHEREOUIREMEMS
Q
'�
FOR HE ENINGAND MAY BE USED IN THSOAPPLICATION, NOTEMEPNCHOR CAPACTY REQUIERD
a�W Z y
3x. SEE SEE
i£xEsrRATIQI oETALS.
PRODBCTS SNEER
APP0.0lA xs
BECAUSE IT IS NOW MOM THAi1HE MULLION WILL AD02'TO THE WIDTH GAME MULLED UNR+2
,THE ADJUSTED OPENING WIDTH IS 36'+36''+T4',NOT 73"AS PREVIOUSLY
ASSUMED. VERIFY THAT ME DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATVELY. THE WINDOWWIDTH3 MAY BE REDUCED TO MPIWAIN
�60 a
a"E
"
�-
THE 73' DIMENSION(3G-Inl35-1Y8+Y=i3j
PRODUCT REVISED
Ir ' '
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITYAND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE, IN THIS EXAMPLE, ASSUME THE POURED
mPlYYIn99 WItH th. FInHUP
Duildi., C.tl
VSKIC,
GONCRETEHEADERAND SILLAREB'WIDE.IFTHE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAXENTO MAINTAIN ME FASTENER'S EDGE DISTANCE.
NOA-NO. 17-0630.01
NULLIO.v —SEE SEE -
LErvGTN
USING THE STANDARD CLIP WITH 311V ULTRACON ANCHORSATAN EDGE OISTANCEOF 2-IQ- GIVES ANANCH0 CAPACITY OF 1050 LB SWHICHSGRFATER, PNO
OPTALS DETALE
THEREFORESUITA .FORTHER QUIREDANCHORGPA VOF971LBS.
O
Bapimflan Daie 05/26I2021
DPFIyIIY. sxELTs as SHFEFs
FOR THE HORIZONTAL MULLIONS:
Sn
BY
XF1GM
FOR
HOB¢ "
BECAUSE TIE VERTICAL MULL WILL BE A 2-X 4-X.250- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZOWALAND VERTICAL MU WANOTHER ONS. ALTERNATIVELY, A
MULLION TYPE COULD BE
N
IS1.
MIOT
TIN• //
CHOSEN.
1) THE MUUJON LENGTH 153V AND THE OPENING HEIGHT IS 32N+72-+2-AW. REFERENCING SHEETING, THE COLUMN USING TRAPEZOIOAVRIIANGULAR LOADING MAY BE
USED. FRCMTABLE I2A, SHEET 16.THE VXVX.MT MULLION (@LENGTHI4P, OPENING HEIDI1120') HAS A DESIGN PRESSUREOF+1.170.E PSF MICH EXCEEDS THE
14
SEE
REQUIREMENTS FOR THE OPENINGAND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITYREQUIREO OF 621 LDS,
i
9NEETS,
2) USETABLE 12BTO FIND THEANCHOR TYPE, ANCHOR QUAWITYAND CLIPTYPE REQUIRED FOR MEG"SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE CMU JAMBSARE S'
3
o
'
xa
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CAGE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE MANGLE CLIPS WITH
ANCHORRS,TAN EDGE DISTANCE OF I' GIVES AN ANCHOR CAPACITY OF540 LBS PMICH IS GREATER,
(ANCHOR
AND THEREFORE SUITABLE, FORTHE REQUI OF Ul RED
CAPACON CITY
/1111111
II
I �Iu�LL
4)FORTHE U-CUP ME
LEAR1ix~~uUIL lHEONNOZiH�
IN HORIZONTAL MULLION TO VERTICAL MUWON. USE THESAMEANCHOR CAPACITYOF 521 LDS.TABLE 128 FORTHE ULLIP SHOWSTHE ANCHORONYCENSN�A(('1%'
CAPACTYIS I074 LBS WHEN USING 3ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHEREQUIREDPNCHORCAPACITYREQUIREMENTOF521LSS.THE
F•''aR`P=^
II-- OPENIIJG moiH FOR VEAnC4L MULL
ANCHORTYPEISAk12STEELSCREW.
i
@�
'
FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS:
NIDEA, S
d-*:
+1-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 3T HORIZONTAL MULLION ATTACHING TO CMU:
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING
-AOO.
(�
TO THE bERTCALMULLION (INTERSEC110N)
THE LOWEST DESIGN PRESSURE I3+/A41 PSF AND WOUBDAPPLV TO ALL OFTHE MUWCNS
®
i
R qTE FI +,fLO��
�i FS •••A,/0ft10?,.'
a
VEMFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWRH THIS MULLION SYSTEM•TIE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
-
�'111SA,O1NAL
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY, FINAL TH
DESIGN PRESSURE REQUIRES THAT THEBOTH E MULLION AND THE FENESTRATONPROOUCTBE INSTALLED IN
ACCORDANCEWITHWEINSTALLATIONSPECIRI TIONSIN RESPECTIVESUBSTMTESANDFENESMTnNPRODUCTSTOMULLION
ALITINLCER,
P.E..
O
EXAMPLES OF RECTANGULAR LOADING:
PW
LOADINGOFVERTICALMULLION LOADNGOFVERTICALMUWON
SILLOFWINDOWSNOTANCHOREO WRHINTERSECTINGHORIZONTA.MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
P
IJ C
LOADING OF VERTICAL MULLION LOA
PANEL OF HINGED DOORIS NOT CAPTURED ORANCHOREO WITHINTE
EXAMPLES OF TRAPEZOIDAL TII[ANGUTAR LOADING:
I�
� L
EGG
MJII
o� —
01I�- — ---I
I�
�J
I
L o
q�
I_
LOADINGOFVERTICALMUWON ll V -I€ Ie 1161
LOADINGOFHORIZONTALMULLION
LOADING OF HOR1ZONiAL MULLIDN
It
.J
Q
DUO
G
Z
?
�
Q
Z
N
PW
PW
i
PW
�,
8o
ao
PW
o
W
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It
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Y
¢
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to
SHNH
/n
e�
A
Of
PRODUCTREVISED
/I*.7060.01W
/
NDA-No. 17-0630.01
EaPimuon onto US/26/2021
LOADING OF (2)HORIZONTPI MULLIONS
LOADNG OF HORIZONTAL MULLION LOAOINGOFHORIZONTAL
BY
MULLION
pmL
NOTES:
1I DRAWINGSARE
LOADINGOFWRTIGAL
MULLION
RERESENTATIONSOFTYFIGAL
PW CONFIGURATIONS.
- CONFIGURATIONS NOT SHOWN
MAYBEEXTRAPOLATEDFROM
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
.YNA�...,
BEDETERMINED.USE
PW RECTANGULAR LOADING.
•'L�''O
`.. ..• Rl
�•�UCENSp'•�C��:i
Q'
•'P
3)SEEPRODUCTS-APPROVALFOR
No. 58705
ACTUALANCHOR LOCATIONS.
TA
LOADING OF HORIZONTAL
j��NAL
A. LTNNIMjtUa9, P.E.
MULLION •.
FL P.E.N 55705
i