HomeMy WebLinkAboutNOARECEIVED
MAR 06 2018
M1AMF�� ST, Lucie County, Perrot MIAMI"DADECOiINTY
® CT 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 goy/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable Hiles 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 (AHl).
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.M1-
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impacr, sheets 1
through 11 of 11, dated 09101105, 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.
MISS" 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,
modelfseries, and following statement "Miami -Dade County Product Control Approved", unless otherwise
notedherein.
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 ofthis 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 atthe job. site at the request of the Building Official.
This NOA revises NOAH 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.17-0630.08
MIAMMADE C.OUNIY Expiration Date: March 26, 2021
I I /,v� tApproval Date: November 30, 2017
C�� Pagel
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.
2.
3.
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, DuraseO spacer system, Super Spacer® NXT m 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 Idabnis Ortega, P.E.
(Submitted under previous NOA No.16-0714.06)
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)
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 underNOA No. 07 0322.06) - - - - - - - -
E-1
Manucl Eiac,
r P.E.
Product Contro x
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS tcoNTrrfuEDi
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. FT1r4647 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)
1 an el ere P.E.
Product Contr 1 Exafiiiner
NOA No. 7- 30.08
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 5th
Edition (2014) and FBC 6" 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 5th Edition (2014) and FBC
61b 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. FTL-4957, VIIA958 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, I M- 4648,
FTL-4649, FTL,4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08110/05, 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. M-0714.06, issued to PGT Industries; Rue. for their Series--
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
h r z, P.E.
Product Co of 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. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL! PVB (BY KURARAY AMERICA. INC.)
OR D90' SAFLEX lFVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 511 S' LAMI CONSISTING OF (Ii LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF IW HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TROSIFOL OPVB(BY KURARAY AMERICA. INC.) OR.090" SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. EMS* LAM[ CONSISTING OF (2) UTES OF 1/B' HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TROSIFOL °PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16- ANNEALED GLASS WITH A.096' KURARAY TROSIFOLF PVS (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX 0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 711m LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A
.DOD" KURARAY TROSIFOL OPVB (BY KURARAY AMERICA. INC.) OR.090'SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7116' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A.09D' KURARAY TROSIFOL -PVB (BY KURARAY AMERICA, INC.)
OR .090- SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND W16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
.BW KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX! PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13116' LAMI IS: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 6116- LAMI CONSISTING OF (1) LITE OF 116' ANNEALED GLASS AND (1) LITE
OF 110' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL • PVB (BY KURARAY AMERICA. INC.)
OR.090' SAFLEX -PVB INTERLAYER (BY EASTMAN CHEMICAL GUMPANY)
I. 1311W LAMI IG: (1) LITE OF 1/0' TEMPERED GLASS, AN AIR SPACE AND SHE' LAMI CONSISTING OF (2) LITES OF 1/0' HEAT STRENGTHENED GLASS
WITH A.090' KURARAY TROSIFOIB ((PVB BY KURARAY AMERICA, INC.)OR.090'SAF"PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13115- LAMI IG: (1) LITE OF 10' TEMPERED GLASS, AN AIR SPACE AND 7I1V LAMI CONSISTING OF (2) LITES OF 3/16'ANNEALED GLASS WITH A
.09WKURARAYTROSIFOL PVB (BY KURARAY AMERICA. INC.) OR.09D'SAFLEX®PV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16' LAMI IG: (1) LITE OF 1/9' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE
OF 3116' HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOC PVB (BY KURARAY AMERICA INC.)
OR.090' SAFLEX !PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13116' LAM] IG: (1) LITE OF 1/9' TEMPERED GLASS, AN AIR SPACE AND 7116' LAM] CONSISTING OF (2) LITES OF 3/16' NEAT STRENGTHENED GLASS
WITH A.090' KURARAY TROSIFOL PL BY KURARAY AMERICA. INC.)OR.090'SAFLEX•PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13/16' LAMI IG: (1) LITE OF 11W ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLE)C PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: -OK- (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1.3, SHEET 3)
I
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
I
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
CODESISTANOARDSUSED:
•2017 FLORIDA BUILDING GORE (FBC), M EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASIM E13004H
•AN9eAF&PA NDS201e FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM401e
•MIN 8107.12
wsc980-lo
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 ....................
6-11
Metellel
Min, Fr.
Min. F.
Steel ScnAII
92 ksl
120 kel
Eloo UltmCorM
155 kSl
1T7 kel
410 SS Elco CmteFlen®
127.4 ksl
189.7 ksl
6083-75 AMlnnum
16 ksl
22 kel
A3S Steel
38 kel
58 k51
Or. 33 Steel Stud
33 ksl
45 ksl
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33 i /3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FORANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
0. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTLAS45, FTL-4646, FTL-4647, FTL4648, FTL4649, FTL4650, F71-4651, FTU4723, FTL4957, FTL-4958 AND FTLS063.
ANSOAF&PA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
I
B. SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS 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-I) ARE ALLOWED.
CFAT.DFA =29(5
SN700 I M81 1 • 11
No.06706
P.E.
LI 5116" LAMINATED GLASS 80,81 Or 82
^ I� 7b74 n II
WDH DESICCANT
"T. GLASS,
KODISPACE
4SG TPS
I
1/a' NOM.
GLASS BITE
46
7�
38
1/8' ANNEALED OR HEAT STRENGTHENED GLASS
OBO PVB INTERLAYER
1tB' ANNEALED OR HEAT STRENGTHENED GLASS
NOM.
NDM FO
YATH
DESICGA
EM. GLASSI
SUPER
OSPACERGN)cr '
P1fl.
Part#
Description
Material
71
Kommedln04SG TIPS Spacer System
72
Duane: SuperSpaceraXTSNth Hot Meh Butyl
See We
Shear for
73
Ouanes Dumseal Spacer
Materials
74
CenLnal b. Edge Spacer
wOM.
0BITE EFE ESTR ORTS: FTL&77.ae006 o
N16" ANNEALED OR HEAT STRENGTHENED GLASS
.OBD PVB INTERLAYER
3116' ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
7/16"LAMINATED GLASS 83,84 Dr 86
71-74 a EXTERIOR INTERIOR
(ALL SECTIONS)
KURARAY TROSIFOL
1/L'NOM PVBINTERLAYER
Of
GLASS BITE SAFLE%PVB NTERLAYER BY
EASTMAN CHEMICAL COMPANY
70
3H6" ANNEALED OR HEAT STRENGTHENED GLASS
.09D PVB INTERLAYER
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
1/8' TEMPERED GLASS
13/16' NOM,
13/16" LAMI IG GLASS W/ 7/16" LAM[ 89,90 or 91
' NOlA
BUTYL &
DESICCANT
FOAM
F.M.GLASS,
DURASEALG
OSPACER
)MMCM10LD3VOq
N.VENICe.ft91?B rj"��_
(B�II1A0.180D � ���i
CFHT.GFAUMR
XL EDGE
8SPACER
am I Rdl I t o 11 1 404OL20
NOTE
LAMI IS OUTBOARD
LITES MAY BE
UPGRADED T03116"
WITH NO CHANGE IN
DESIGN PRESSURE.
* j No. 58705 '•r
A LYNN'MICLER. P.E.
mz
BASED ON FLANGED
WIDTH 1 GLASS
62"
72" 74" 76" MEETING RAIL
0 .80,0 +80.0 -80.0 +80.0 •80.0 HT.
0 -80.0 +80.0 -80,0 +79.0 -79.0 I "X,• „-_H
9 -78.8 +77.3 -77.3 +75.9 1 9 -76S +75.4 .76.4 + 44.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38318" 44" 60618" 63- 72" 74"
TABLE 2.
76"
49"
A,B,M
+8D.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
♦70.0
-70.0
+70.0
-70.0
+70.0
•70.0
6D"
A,B,M
a80.0
-80.0
a80.0
•80.0
+90.0
40.0
1 +79.8
-7B.9
1 +70.0
-70.0
1 +70.0
-70.0
+70.0
-70.0
Sr
A.S.M
+80.0
410.0
♦80.0
-80.1
+80.0
-80.0
+76.9
-76.8
+70.0
-70.0
+BB.8
-68.8
+67.6
-67.6
W 118"
A,B,M
+80.0
-60.0
+80.0
•80.0
aB0,0
A0.0
+]5.0
-]6.0
W6.0
416.0
+66,7
-66.7
+65.5
.65.5
UP T063 JIB"
C,D,E.F,G,H,I,J,K,L
+BO.p
-80.0
+80.0
-80.0
+80.0
-80.0
1 +80.0
1 -80.0
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
USTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE
ABED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 78" FLANGED AND 76" INTEGRAL FIN)
WIDTH GLASS TYPE 17118" 1 221111V 283116" 1 33314" 1 396116" 4413116" 1 6'
63 1/8" D E F J K L +80 0 430 0 +80 0 410 0 +80 0 l -80.0 l +80.0 1 -80.0 1 +70.0 1 -70.0 1 +70.D I -70,0 1 +70.01 -70.0 1 +70.0 1 -70
GLASS TYPES: I
TEST REPORTS TABLE4.
A. 6116' LAMI -(118'A,.090,1/8"A)
FTL460, 4648, 4723, 4957
B. 5/16" LAMI - 1/8"A,.090,1/rHS)
FTL4647. 4048
C. 6/16" LAMI-(1/8'HS,.0W,1/S-HS)
FTL4647, 4649
0. 7/1W LAMI- 3/16"A,.090, 3/16"A
FTL4645, 4885
E. 7116 LAMI -(3/16"A..090, 3/16"HS)
FTL4845
F. 7116" LAMI - 3118"HS,.090, 3116"HS)
FTL4646
G. lYIr LAMI IG-1/8"T AIR SPACE. 5/18"LAMI-1/8'A,.090,1/B"A)
FTL4646. 4723
H. 13/16" LAM[ IG- 1/B"T,AIRSPACE, 5116' LAMI •(118W.090,118HS)
FTL4640
I. 13/16" LAMI IG -1/B' T, AIRSPACE, 5/16- LAMI-(1/8-HS..090.1/8"1-IS)
F114646
J. 13/16" LAMI IG- lir T. AIRSPACE, 711V LAMI- (3/16"A..090, 3/19'A)
F71.4848, 4650
K. IW16" LAMI IG -1/6' T, AIR SPACE, 7/16" LAMI • 16"A,.090, 3/16"HS)
F1L4649, 4660. 4958
L. 13/18" LAMI IG-118' T, AIR SPACE, 7/16- LAMI -(3/16'HS,.090, 3/16"HS)
FTL-W9, 4650
M. 13/16" LAMI IG-1/8"A, AIR SPACE. 6/16" LAMI- 11WA,.09D, Ila-A
FTL4063
HT. MEETING RAIL Tr
IL '%•' SASN
wl
p• MINUS
SASH
HT.
HT.
MEETING RAIL
-t .x SA,SHH
NOTES: 1. WINDOWS WITHITHE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38" MAXIMUM.
4. GLASS TYPES 0, G, H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR OUANTRYTABLES"FOR ADDITIONAL DP ,n.Aicmm� rrvnn e.etm. _
N.- 58705
CERLOFA6 RdPdB ALUM. SINGLEHUNG WINDOW, IMPACTiII^1 ilil�`�`
crornartexn a II ^^' -- A* A. LVNN I ILLER, P.E.
NTS 9 a 11 4040-20 G FL P.E.# 587D5
531/8' MAX. FLANGED WIDTH
621/8' MAX. I.F. WIDTH
�49618'MO >(A FIXED
DLO (ALL) 0'�
I
76' AX. 76' F76'
1.
SEE 0 �0� HEIFH7 SEE D� A HEITABLE TABLE 0
L76'MAX.
FLANGED L FLANGE[
H
HEI HT EI HT
3B 116
SEE DLOMAX
TABLE x SASH SEE OLO x j S E
(MAX) HEI HT TABLE / NO E4
L
48114' MAX
vENr Dl.o (ALL) DETAIL B
DETAIL A VIEW (STANDARD SASH)
1/1
I
B E `I
I
— 75' MAX. I 76'L ;
I.F. E—J HEI HT
SEE DLO I MEI HT
SEE OLD
TABLE 0 76°1 IAX. TABLE
O j 76 AX
FLANGED FLAN
GEI
HEI HT HEI HT
'i
SEE DLO TABLE X I SASH SEE DLO TABLE X % SASH
HEIGHT
HEIGHT
DETAB
IL D
DETAIL E
VIEW (CUSTOM
SASH)
RADIUS TOP (CUSTOM SASH)_
I
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
,
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH'11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON ATHREE OVER TWO FORMAT.
I
1-oTECW1atOGvoFrvE
N. �MCf, FL31I1!
0.1600
CERT. OF AM. MLYAo
SWOO
a—�
I
76' MAX.
0 �'
.F.
E DLO
XEIGHT
1BLE
� /
76°MAX.
L
FLANGED
HEI
HT
DLOE
1BLE
= ��
NO
E 4
DETAIL C
RADIUS
TOP (STANDARD SASH)
4 > 11 1 4040-20
No, 58705
A. LYNN MILLER P.E.
F—
MAX.
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYLIGHT
SECTION B-B
(LOW SILL SHOWN)
I
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR Z6 Z7
OPTIONAL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
INSIDE INSIDE
MAX. VENT DAYLIGHT OPENING
31 9,10,11,15.16
lit
7,8OR17
I I I MAX. FIXED LITE DAYLIGHT
GHT OPENING I OUTSIDE
MAX WIDTH
SECTION A -A
oursloE INTEGRAL FIN (LF.) FRAME SECTIONS INSIDE
47 50
z. B
I HIGH I
SI 2. D I
LOW
$IFL
;EHIGHL 46 LOW SILL 1 HEAD JAMB OUTSIDE
SEE NOTE ABOVE
nULTRAUFT
12 ONLY
ALTERNATE HIGH SILL
tontecwvoLowowvs °�
x.vewce,nane SECTION
re1t)aeo-two
ceAT.orAumree�a ALUM. SI
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED VERSION)
# No. 5B7pS °y
6 - 11 4040.20 O FL P.E.q 58705
ITEM
DWG#
I
I DESCRIPTION
PGT#
1
4002A
FLANGE FRAME HERD
612225
2
1155
#8 X1.000 QUAD PN. SMS
781POA
3
4003C
FLANGE FRAME SILL(LOWSILL)
612226
5
1826
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMB
612227
7
4025
SASH STOP I i
612244
B
4025
SASH STOP EGRESS)1.125 LONG
612244
9
4029
SPIRAL BALANCE, 318',511', OR li/16"
10
1080
BALANCE COVER, 3M' OR 5/8'
6MCVR918
11
1#5
X.760 PH!PN, SUE
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
1 casm o86lsAsH
TOP GUIDE
42504
15
N8 XI PHILLIPS FLAT HEAD S. STL
78XIFPAX
16
1080-1
BALANCE COVER, 11/16"
6BAI.CVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
11832 X12' LG. PH. FH. THE F S. STL
7832X72FPFX
21
4054C
FOED MEETING RAIL
64064C
23
40D6C
SASH TOP RAIL
84005
25
1235
WSTP... 170 X.270 BACK, FIN SEAL
87S1BG
26
1096
SWEEP LATCH
71098
27
1018
08 X.625 PH. FL. SMS
7866
28
4007
SASH BOTTOM RAIL(LOWSILL)
612230
30
1228
IWSTP., BULB VINYL
5TP249
31
4008
ISASHSIDERAIL
612231
34
1208
SASH FACE GUIDE
42501
35
IOU
LAM SETTING BLOCKW32"X26184'X 1'
71622K
3a
1052
LA.B IG SETTING BLOCK l'X3/4'X 1/16-
71052K
37
1224
MNYL GLA7 BEAD BULB (THICK)
6TP247W,K
38
1225
MNYL GLAZ. BEAD BULB (THIN)
6TP248K
41
4039B
GLAZING BEAD. W16 LAM. GLASS.
640393
42
40449
GLAZING BEAD. 5118 LAMA MRILL KIT
644703
44
4222A
GLAZING BEAD, 7118" LAM
64222
45
9850
GLAZING BEAD, 711V LAM WIGRILL KIT
6985
46
4067
GLAZING BEAD, 13118"LAND I.G.
64067
47
4071A
IFRAME, I.F. HEAD
64071
48
4072A
FRAME, I.F. LOWSILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
50
4074B
FRAME, I.F. JAM
04074
52
4009
SILL LATCH EGRESS LOWSILL
764009
53
1088
SPRING, SILL LATCH (EGRESS)
75PRNG
54
2740
SILL LATCH (EGRESS)(HIGH SILL)
02740
55
1014
SCREEN FRAME (HOR. B VER.
61014
58
1830
SCREEN CORNER KE:YW/RINGS
71630
57
1631
SCREEN CORNER KEYWOUTRINGS
T1631
Be
1073
SCREEN SPRING
70ASP
59
1 1624
1SCREEN SPLINE-.135 CIA. FOAM
61624K
N.VENIOE,RW G
DH114B '+
�...._�_..__.._— MRT.OPAVm,w
ITEM
DWGA
DESCRIPTION
PGT#
60
1635
SCREEN SPLINE-./35 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505
GLA7JNGCKANNEL(.688X.500)
8533402
64
1161
#8 X1.D00 PH. BUGLETEK
70SX1
67
GLAZINGTAPE.IN6XI2.7/i6LAN9
62BV1510
BB
4051A
SASH BOTTOMRAL(HIGH SILL)
64051
6B
4050A
FLANGEFRM'E SILL (HIGH SILL)
64050
70
ISILICONE, DOW791, 899,9950R GE T700
80
AGLASS,S/16- LAM.(IM4'A.090 M.118"A)
81
B. GLASS,5116"LM11, 118-A.090 PVS.118•HS
82
C.GLASS, 5/16-LAM, IIWHS.090 PV9,1/8-HS
63
D. GLASS, 7116' LAM. (8/18 q.090 FVB,3/16'A)
84
E. GLASS.7116" LAM. 3116'A.080 PVB,3/16'HS)
BS
F. GLASS. 7/16' LAM.3116'HS,.090 PVB,3116"HS)
88
G. GLASS, 13/16"LAM IG; 1/8'T, AIR SPACE. 5116'LAML(118"A.090 PvS.l1a"
87
H. GLASS, 13116"LAN9IG: 1/e'T, AIR SPADE, 5116'LAM,(118'A.090 PV3,1/8'HS)
88
I.GLASS, 13M6'LAM IG; 1/117, AIR SPACE, 611 S' LAM, VB'HS,.OBO PVB,IR'HS)
89
J. GLASS, 13116- LAM IG: 1/9'T, AIR SPADE, 7116' LAM, 3116'A.090 PW,3116'
90
KGLASS 1ill G'LAM IG;i1B'T AIR SPACE, 7/16-LANJ,3/18"A.090 M.3/1B'HS
GLASS, 13M6* LAM 10; 1/84, AIR SPACE, 7MW LAM, 3N9'HS,A90 PVB,3116'HS
BL.
MGLASS, 13/18"LAM IG. 1/8'AAR SPACE, 5/16"LAM, 1/8'A.090 PVB,VB'
L
2.784
1. 30
2
47 FRAME, I.F. HEAD
040]1A.806}TB
49 FRAME, I.F. HIGH SILL
#4073A, 6063-T6
48 FRAME, I.F. LOW SILL
#4072A 6063-T6
L 1[ I`H THICKNESS
LYNh
�.�°pt,Y
OFRAME, I.F. JAMB`
50
'��''•�1GENS4.
#4074121,6U63-T6
_= * ; No. 58705
(USED AS RADIUS TOP HEAD)
ING WINDOW, IMPACT
A''/SAONAL E
A. C%NIMLLE
_
6 + 11
4040•ZO
G
FL P.E.# 58
IF FRAME FRAME SEALANT ALONG ENTIRE JOINT
I� 1Of 47 2 q�I.F. FRAME
I
I'-2.704� 2.830 .062 I II I
EL7
2.330
FLANGE FRAMEHEAD Bor 5O
O#4002A 6063T8
O FLANGE FRAME JAMB
#4004,6083-T5I
(USED AS RADIUS TOP HEAD)
21
O FLANGE FRAME SILL (L0W)
#4003C, 6063T6 6 or 50
SEALANT OR GASKET
AT HEAD AND SILL
1 �1.513-� r.736 I
.062 .490 A40 --j(L-
I�ta51—{� VIEW D-D VIEW E-E
(111&1AEW HEAD&SILL, RADIUS TOP SILL) (RADIUS T0P HEAD ONLY)
OSASH STOP 17 SASH STOP COVER _ FRAME CORNER CONSTRUCTION _ _ _
#4025, 6063T5 #4053, 6003-T5 .050
—2279---1
1T.707
pez
23 SASH TOP RAIL
#4006C,60WHS-TO
I--2.764— i
69 FLANGE FRAME SILL (HIGH)
#4050A, 606346 i
1.i85 I��( ,678
I toga-4 It�l-T
T .012 t'3I49 GLAZING BEAD, 5/16"
1 41 #4039B, 6063T5
ail
SASH SIDE RAIL
31 #4008, 6063T5
OSASH BOTTOM RAIL (LOW)
26 04007,6053T5 .050 878
68 SASH BOTTOM RAIL (HIGH)
k4051A, 6063-T5
050
�.fi78
1.098 RRR66R 1111�LL..�14L�� T
44 GLAZING BEAD 7/16"
#4222,6063-T5
A50+''�II
1.115 1
45 GLAZING BEAD, 7/16"
#985C, 6063T5
(USED W/GRILL KIT)
BOSS (2)
1.096-a�--i�
42 GLAZING BEAD. 5/16"
040448, (USED W/GRILL KIT) PROOO1UCTMVISM
Ka„Lu ma fiePbkc
L
.683
46 GLAZINI
0
* NO.50705
CENT. OF "AUMfb198 II I I I r{v I �-vry ��� • ,.v r.. vv... .,.....v
w��cwnicK LJ \ \\`_J�Jy°J F7av i r 77 ��404a20 G A
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
SUBSTRATE:
26.603
34.603
40.603
46.603lie
3
58.603
64,603
76.DDO
PNCHOR TYPE:
mp
z
mO'ONO�O'Ol`IO�O'O
zmp
z
Zno
z
zmp
z�z
zmp
z
zmp
z
zmp
z
mO'O
z
WINDOW
GLASS
NO
V
V
V
V
U
NONO
U
OONOm
UO,D,E,F,G,_19.125
O'ONO�O'OMO
WIDTH
TYPE
U
H,I,J,KL
1T2
1T7
1)1
1 2
111
1!2
2;2
1�2
2 2
2 2
2f2
2 2
2�4
2 2
212
2r2
2122111
1'2
2�2
1I2
2�2
2,2
2I2
2 2
2,2
2i2
2'2
2j2
2 2
2i2
2,2
23
2 2
3 3
C,D,E,F,G,_1
H,I,J,K,L
1I2
1 1
1i2
1 2
1(2
1 2_
2
112
2 2
4 22j2
2 2
2 2
4(32122
2
2�
2i22,3
353
2 2
3
24.000
_1qB,M
2
1T2
1'2
tI2
2_12
1'2
2 2
2;2
2�2
2I2
2j2
2i3
212
212
253
2 2
2I3
813
2 2
3r3
C,D E,F,G,
_ 1
1
1
1
1
1
.I. _
1
.. _..
_ 1
1
._.
1
1
1
1
1
1
2
1
1
2
H,4J K,L
112
1 2
2 2
2 3
1 2
2 2
2 3
1i2
2 3
213
4'2
2 3
213
2i2
4 3
3l3
2i2
3 3
3 4
3 2
3r3
3'4
313
414
32.000
1
1
t
7
1
1
1
qB,M
1�2
J;2
2 2
2 3
112
2I2
2i3
-1 _2
2 3
2'�3
2r2
273
21.3
212
2�3
3 3
2 2
3I3
3 4
3 2
3j3
_1
3 4
3 3
45
C,D,E,F,G,
1
1
1
1
1
1
2
1
2
1
2
2
1
2
2
1
2
2
1
2
2
_1
2
H,I,J,K,L
221j222231�2232T322232322232323233423333433343531344
_1
37.000
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
qB,M
2(2
11 2
2;2
2 3
1 2
213
2-
212
2 3
2j3
212
2f3
23
213
213
3 4
213
31i
3T4
33
3,4
3I5
313
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
2
40.000
H,I,J,K,L
2 2
iT2
2 2
2 3
212
2 3
213
212
213
2 3
213
2i3
2(4
2 3
313
314
2f 3
314
3 5
3 3
ii 4
4 6
3 13
4 4
qB,M
2
2 2
2
1T2
2
2T2
2
2T3
2
2 2
2
213
2
2�3
2
2�2
2
33
2r
21s
_2
213
2
2 3
2
214
2
2 3
2
313
2
3a
_2
213
2
3T4
2
3T•6
2
3(3
2
314
2
415
2
3 3
_2
4I4
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
1 2
2
44.D00
H,I,J,K,L
2 2
T_2
2 2
2 3
2f.2
2T3
2 3
15
3 3
2 4
33
33
3I4
2 33i3
3 5
3T3
3I4
4 6
3 4
4 5
2
2
2
2
2
2
2
2
2
2
2
2
2
ik
2
2
2
2
2
2
qB,M
2 2
22
2 2
2 3
2i2
_
2,32_.___,__._.._--_7,._
3
22
33
2 4
2 3
3 3
3'4
2i3
3'3
3'S
3 3
314
4 5
._2
3 4
4I6
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
212
2 2
2I3
2
2 3
314
213
33
3i4
2 3
3 4
31-4
2 3
314
315
3i3
3 Al
3?6
3�3
4�5
4 6
3I,4
5 5
2
2
2
2
2_
2_
2
2_
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
AB,M
2 2
2i2
2 2
2T3
_2
2I2
2'3
3 4
2T3
3I3
3T4
2T3
3 4
3?4
2 3
3i4
3 5
3r3
3i4
3T5
313
46
4 B
3F4
516
72
79
79
1
C,D,E,F,G,
2
2
2
2
_?....?
. 2._..
�_
2
.Z._._3._
2
.�..__'....
2
.�..
...3....
�..
.3...
3
2
3
53.125
H,I,J,KSF
2 2
2�2
2 2
2 3
+222222%
314
2 3
3 4
3'4
2 3
3 4
34
33
34
3,5
3 3
4I4
48
3 4
4,6
4'
83qBM
2
2.
2
2
2
2
2
2
2
2
3
2
2
3
2
2
322
3
2
3
2 2
_.__1j
2
2!3
3T4
213
3!4
3 4
2i3
3!4
3;4
3T3
3�4
3!5
313
414
415
313
4.5
4.6
314
4i5
2 2&2
N.VDiICE. MN
IH9 aao-+eao
CERT.OFAUMFIWBHL
amoo I NTS 1 8 d 11
1. ANCHOR TYPES: 1 - 114- ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 - IW ELCO SS4 CRETE-FLEX
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
HEAD -18 UrMAX FROM TOP CORNERS
JAMBS -17 I W 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
S1ZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
MAX PSF
(DP LMTED) 1T6
HEAD 2
JAMB ABOVE 2 3
NITG. RAIL
JAMB BELOW
MTG. RAIL
(FULL DP) RJ
HEAD _2 M""' PrOea1
JANB ABOVE
MTG. RAIL �ONY LYNA
JANIS BELOW '�. '�DBNse
MTG. RAIL
SEE TABLE 1 FOR * MO. 68705
FULL DP E ZAA1
A.
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WINDOW
HEIGHT '
SUBSTRATE:
29.655
37.155
44.655
52,155
59.655
67.155
74.855
76,000
ANCHOR TYPE.
❑
NpDp
3
U..0
NO
U
SON
U
❑
OgN
3
o
O�ONON
U
o
CJ
❑
U
O
U
U
O
U
❑
NDpNO�O
5
U
U
U
U
o
N�QQNO'ONgONO`ONpOp
5
U
U
U
U
❑
$
U
U
o
U
0
g
o
�'O
U
U
•-ONON
U
❑
$
o
OTC'
U
O
U
WINDOW
WIDTH
GLASS
TYPE
,:G,21i
1_1
1�1
212
2 1
212
2;2
2 1
2 2
2;2
2i2
2I2
2T2
2�2
212
2j2212
22
312
22
3(2
_K,L
3'EE
2{219.125
ITT
1111
212
2�1
2T2
2I2
2i1
2 22
2�2
2 2
2 2
212121212
1
12
2i2
2r2
2�2
3 2
2 2
3'2
_A,B,M
3 2
2 2
3 2
PSFI
79
24.000
c,D,E,F,O,
H,I,J,K,L
1
1
111
1
tit
1
212
1
1 1
1
212
1
2I2
1
212
1
25
1
2T2
1
2T2
1
2I2
1
2i2
1
22
1
312
1
3 2
1
2I2
1
3 2
1
312
1
212
1
3I2
1
32
1
2 2
1
3i2
A,B,M
Ili:
_,1,
1T1
1
1T1
1
212
1
111
1
212
1
2I2
1
2I2
1
2I2
1
2I2
1
2 2
1
212
1
212
1
2r2
1
3I2
1
3;2
1
212
1
312
1
3I2
1
2I2
1
3I2
1
312
1
212
1
3I2
PSF
68
77
32.000
C.D,E,F,G,
H,I,J,K.L
1
1
1 1
1
1 1
1
_..
21P
1
—_.
212
1
2 2
1
2 3
1
.r_
2 2
1
_ _.
2 2
2
__.
3j3
1
_ _._
2 2
1
__.
3 3
2
.._
3 3
1
3 2
1
._
3 3
1
_._
3 3
1
_ _.
212
1
_.T_
3 3
1_
_._
4 J33iZ
1...
,.1
4 8
1
4(3
__7 _.
3'2
_ 1
4'3
1 1
A,B,M
1
1 1
4
___
111
1
1 1
1
__....___
2 2
1
212
1_
2'2
_1
r..
213
1
_.I._
212
1
212
2
..r
313
1
_.�._
22
1
_ _.T.._
3 3
2
3'3
1
3T2
1
T_
3 3
1
_r
3I3
__ 1
2I2
1
313
11
..
4
3 2
_1
4I3
1
4T3
1
3i2
1
bi3
PSF
59
67
79
37.00p
C,D,E.F,G,
H,I,J,K,L
1
1 1
1
117
1
1 1
2
2 2
2
21322
1
2
2 3
2
33
1
223{3
2
2
313
1
�3
2
433133;234T34,3
2
1
2
2
1
2
2
4,4
1
3I2
2__
4 3
A,B,M
1 1
1'1
1 1
2 2
+2-2
2
2
2`3
1
212
2
213
2_
3i3
12.
2I2
313
2
3f3
1
313
2
4{.3
2
313
1
3I2
2
3 3
2
4 3
1
3T2
_2_
4i3
2
4i4
1
3l2
2
4T3
PSF
54
79
52179
40.000
C,D,E,F,G,
H,1,J,K,L
2
1 1
,2
1 1
2
1 1
2
2 2
2
22
2
2�
2
23
3
2
2 2
2
313
2
413
2
3T3
2
413
2
3T3
2
33
2
4�3
2
4j4
2
3T3
2
4I3
2
44
2_
3I3
2
5("3
ADM
2
1
2
1 1
2
1 1
2
22
., 2
2 2
2 _..
2I2
2
2�3
ffi
3
2
.
2T2
2
313
2.,.
413
2
3T3
2
4T3
2 ___.
3IS
2
3 3
2
4''.3
2
4.4
2
313
2
413
..1 2.
4i4
2_„
3.3
2
5 3
PSF
49
79
58
79
79
44.000
C,D,E,F,G,
H•I,J•K•L
2
1 1
2
1 1
2
1 1
2
2 2
_2
2r2
2
2 2
_2
3i3
2
2T2
2
3T3
2
3i4
2
2I3
2
3I3
2
4!4
2
3 3
2
4'3
2.,
4t4
_2
313
2
4,3
2
4;4
2
313
2
413
_2_
414
2
3I3
_2_
SI4
A,B,M
2
2
2
2
2
2
2
2
2
2
2
2
2
2
4'3
2
4 4
2
3'3
2
2
2
2
2
2
2
1 1
1 1
1 1
2 2
2
2 2
3;3
212
313
3 4
_2
213
3T_3
4 4
3'3
413
4!4
3T3
4:3
414
3F3
5 4
PSF
45
74
51
74
1
1 79
1 78
48.000
C,D,E,F,G,
H,I,J,K,L
2
1 1
1 2
;1I 1
2
1 1
2
2 2
2
21212121313
1 2
1 2
2
2 2
2
3I3
2
3i4
2
3T3
2
3 3
3
414
2
3i3
2
4 4
2
4I4
2
3 3
2
4!4
3
4i4
2
4i3
2
5 4
3
41q
2
4 3
2
5 4
A,B,M
2
2
2
2
2
1 2
2 2
1 2
3 3
_2
2:2
2
3I3
2
3!4
2
313
2
3,
3
4r4
2
-3—3
_2_
4 4
2
414
2
3 3
2
4T4
_3
414
.2
4T-3
2
5�4
3
4,4
_2
4T3
2
5T4
1 1
1 1
Till
2 2
2'2
PSFj
41
1107
48
87
78
79
53.125
C,O, E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
2'2
2
2 2
3
3 3
2
3r3
2
313
3
414
2
3'3
3
41.4
3
4�4
2
3:3
3
4'4
3
414
2
3�3
3
414163
3
2
413
3
514
3
5�5
2
413
_3
54
A,B,M
2
1 1
2
1 1
2
1 1
2
2F212,2
2
2
2 2
3
3 3
2
3T3
2
3T3
3
44
2
3 3
3
4 4
3
44
2
3T3
3
4'.4
3
4;4
2
3i3
2
414
3
5;4
2
413
3
5i4
3
Si4
2
4!3
3
5T4
CMT, OF AU➢L Ytl2B8
1. ANCHORTYPES: 1-1/4"ELCOULTRACONSOR#12
SCREWS INTO METAL
2-1/4' ELCO SS4 CRETE-FLEX
3-Al2SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -18 12" MAX. FROM TOP CORNERS
JAMBS -17 12' MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
V 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:
STLE 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:
JAMB ABOVEL3J
MTG. RAIL
JAMB BELOW,
MTG. RAIL
JAMB ABOVE 2 2
MTG. RAIL LYN1y��
JAMB BELOW �1'� 'UCENB�'•, C/�'�
MTG.RA
SEE TABLE 2 FOR FULL DP
s w I NTS 1 9• 11 1 4040-20 1 G 1 FL
ANCHORQUANT]TIES
ABOVE MEETING RAIL HEA08 JAMBS CUSTOM FLANGED WINDOW
HEIGHT MINUS SASH HEIGHT TABLE7.
WINDOW HEIGHT MINUS SASH HEIGHT FROM
TABLE 8.
SUBSTRATE:
17.125 1
22A68
28,211
1 33.754
39296
1 44.839
50.302
1 65.925
ANCHORTYPE:
❑
Np❑pO'O`O
5
❑
U
i' ❑
U
❑
NONO'0
U
V
U
❑
❑
NOg
3
U
NO`ONONO
U
U
❑
❑
U
U
o
-O
❑
❑
NOp
5
U
NO'-O
❑
❑
❑
❑
NOp
3
O
NO_Z'go
U
o
❑
❑
U
NZ�0'40pNO'-O
U
❑
Z.
U
❑
3
U
❑
U
❑
WINDOW
WIDTH
GLASS
TYPE
19.125
D.E,F,J,
K.J.
1
1
1
1
1.�1
1
1
2
1
2
1
2
_1
2
1
2
1
2
1
2
1
2
. 1
2
1,
2
2
2
3
2
3
3
2
33
-3
1
...3 ..
24.000
D,E,F,J,
K,L
1
1
1„
j
.1
1
1
-2
1
2
1
2
1
2
1
2
1
22
1
1
2
1
3
1
3
1
2
1
3
1
3
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
4
32.000
D,E,FA
K,L
1
1
1
7
1
1
1
2
1
2
1
� 2
2_
3
1
2
_7
3
2
3
1
3
1
3
1-
3
1
2
1
3
1
4
1
3
1
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
._
1
1
t1
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
.__..__.
6
2
5
1
4
2
5
PSF
79
79
79
79
40.000
D,E,F,J,
K,L
2
�j�
2
�1
2
t
2
2
2
z
2
2
.e
2
.3.
2
2
4..
2
_e.
2
_.4.
2
4
2
5
2
4-..4
2_
2
3
2
6
2
4
2
4
2
5
2
5
2
4
2
6
2
3
PSF
78
76
79
77
79
79
79
44A0
D,E,F.J.
K,L
2
1
2
1
2
2
2
2
2
2,,.
2
_.2.,
4
2
4
_2
9
2
3
2
5
2
.....
4
2
3
2 _.
5
2
._....
5
_ 2
4
2 _
5
2
5
2 .
1 4
2
1 6
1
2
.. _...
2
2
3
...
3
3
_.2.
4
PSF
78
79
1 70
79
79
71
79
73
76
45000
D,EJ'A
K,L
2
2 I
2
2
2
2
2
2
2
3
4
..,2
4
2
2
5
2
4
1 2
5
3
5
2
4
2
6
3
6
2
4
2
B
3
e
2
5
2
6
i
1
-2
2
2
93
3
4
PSF
71
79
63
71
79
84
74
66
77
69
69
53.125
D,E,F,J,
K,L
2
2
2
2
2
2
3
2
3
2
3
3
4
2
4
3
3
5
2
4
3
5
3
8
2
5
3
3
6
1 2
5
3
7
3
e
2
5
3
7
1
1
1
2
2
2
3
4
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE B.
SASH
HEIGHT
SUBSTRATE.
12.776
1 15.778
1
18.776
21.776
24.776
27.776
30.776
31.106
ANCHOR TPE.
n
5s
S
�
0N,
NoN
S�
Oo
Oc�
i70g3
N�am
'
S
WIHDGW
WIDTH
19.125
1
1 1
1 1
2
1 1
2
1 2
1 1
1 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1 1
1 4
2
1
2
2
1 2
1 2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32000
2
1 1
1 2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
79
37.000
2 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 3
1 3 1 2 1 3
3 3 1 3
1 4 1 3 1 3
1 4 1 3_1 4
4 3 4
BB
78
44.000
2 2 ,'
2
2
2
3
2 3
1 3 1 3 L3
4 3 3
4 3 1 4
5 3 1 4
5 3 4
B3
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
86
72
53.125
2
2 :
2
2
2
7
3 3
4 3 4
4 3 4
5 3 4
5 3 5
6 3 5
LERT.OFAM.P
ANCHORAGE NOTES:
1. ANCHORTYPES: 1-1/4'ELCOULTRACONSOR#12
SCREWS INTO METAL
2 -1/4' ELCO S34 CRETE-FLEX
3 -#12 SCREWS
2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD-181/2' MAX. FROM CORNERS
JAMBS-171/2- MAX FROM TOP CORNERS
11 12' MAX ABOVE THE MEETING RAIL
8' MAX, BELOW NITS, RAIL
15" 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 B. FOR BELOW.
4, AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 5/8' MIN. T038' MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1' LESS.
6. 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.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS,
TABLE 7. KEY:
MAX PSF SEE TABLE 3 FOR
(OPLIWED) 112 FULLDP
HEAD 2
JAMBABOVE 2 F_
MTG. RAIL
F( UIL DPQ
HEAD 2
JAMBABOVE 4
MTG. RAIL
TABLE 8. KEY: PRODUCT REVISED
u •aTalyin w"I w. Fbim
MAX. PSF 0mlamp coax
naePurc�N„1 ..OW31
(OP LINKED) 112 ExM DNe
JAMB BELOW 2 BY,
RAIL MI D, ,Yi )
(FULL DP)
� �a1N' JCENS6
JAMB BELOW
2
MTG. RAIL
= * i No. 58705
SEE TABLE 3 FOR
FULL DP
- (//• ,�-L�
J3 •;' T]�I'
I I u,Mx Pe! ..__ . F"'1 i 1 1 1 �` I S9 I NTS 1 10 a 11 1 4040.20 1 G I FL P.E.# 58705 1 1
J
` (EXTERIOR INTERIOR*
i•FOR CONCRETE APPLICATIONS IN COUNTY,USEONLY
TFOR
1-3/4'MIN. EDGE
(ULTRACON ANCHOR)
I v
(ALL HEAD AND SILL DETAILS)
WOOD ANCHOR
(SEE NOTE 283)
v
OR UMDISTANCE FROM
APPROVED 1l4'ELCO ULTRACONS OR 7/4'SSO CRETE-FLEX. MINIMUM DISTANCE FROM
2-12' MIN. EDGE
I CONCRETE ANCHOR
2x WOOD BUCK
ANCHOR TO CONCRETE EDGE IS 1 3/4' FOR ULTRACONS INTO CONIC., 2-12' E.D. FOR
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC.
( CRETEFLEX ANCHOR)
(SEE NOTE 1 d 3)
(SEE NOTE 3)
1-MIN. EDGE
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 012 STEEL SCREWS(G5),
1/4- SS4 CRETE-FLEX FOR DETAILS B S D OR DAM-0 x2.12' COMMON NAILS (F1667 NL CM
3.W KSI MIN.
S-07 Z (8d)) 8d PENNY SS ZINC 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 Ix ARE BUCKS WHOSE
OPTIONAL Ix
0
131B'
TOTAL THICKNESS IS LESS THAN 112'. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK
N
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3)
`�
_L
1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO E
l/4'
4. FORINEERED BY OTHERS ATACHMENT TO ALUMINUM, AS THEAUMNUM PROVED BY AUTHORITY
ENG1MA1(, E A MINIMUM STRENGTH OF
SHIM
5
6063-T6 AND A MINIMUM OF I/8'THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
1-1/4' MIN. EDGE (Cl
1.3/4' MIN. EDGE (COI
1/4' MAX. SHIM�-I
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
{.--..{ 1-W MIN. EDGE(ULTRACON INTO CONC.)
11 I I-2-12' MIN. EDGE (ULTJCRETEFLEX INTO CMU 8 CRETEFLEX INTO CONIC.)
X. 1/4' MASHIM
CONCRETE ANCHOR.
FH BELOW MEETING
RAIL. (SEE NOTE 2)
325 KSI MIN. CONCRETE
~— OR 1.5 KSI MIN. CMU
I
THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A M
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
ENGAGEMENT INTO THE METAL. IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1 3IB• S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS.
T. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME IWO
OI CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
1•MINr OGE FLORIDA BUILDING CODE.
T ILJwlwuty
1%BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114' 518-MIMEDGE
NBEOMENT�- SH M�
� WOOD FRAME
RAIL. (SEE NOTE 2) 4
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
15
I I x21I
x21
.131-DIA.MIN. 2-12'EM FOMENT"unl�l�_
AT Cl
X 212' NAIL', AN
AT CORNERS
AND 6' O.C. 518' MIN. EDGE
7l4'x2,
MAX. AT CORNERS
SHIM ANDS•O.C,
DETAIL F, (HEAD) DETAIL E. (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
IBIIIMAM
CERT.O AIIMx]9498
114'
FRAME MAX
_rSHIM
DETAIL G, (SILL)
qq STa of ��:
IMPACT ;�IIIVAL1 1E,N1'
A. LYNR, P.E.
404040 G FLP.E.#58705
y
RECEIVED
MAR 0 6 2018
MIAMMADE Si. Lucie County, Permitting
MIAMI DADE COUNTY
EM 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 MA) www.miamidade.eov/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 "PW-701/720/820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through I of 11, dated 04112/I3, with revision C dated 06/06117, 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 BATING: 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# 16-0629.14 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 Jorge M Plasencia, P.E.
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
AIL PY
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C 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® NXTrM 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 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted underprevious NOA No. 16 0629.14)
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, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21113, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.13-0502.03)
3. 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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
- — - -sealed by Joseph C. Chan,-P.E.-- — — - - -- - --- -- _ - -- _-- _
(Submitted under NOA No. 03-1105.01)
orge M. Plasencia, P.E.
Pradoct Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February19, 2019
Approval Date: October 12, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'o
Edition (2014) and FBC-61 Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"TrosifoND Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seat Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 IIRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
Jorge M. Plasencia,P.E.
P uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February19, 2019
Approval Date: October 12, 2017
E-2
A
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5t° Edition (2014) and FBC-6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted underNOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No.16-0629.14, issued to POT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
E-3
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
,)MIS PRODUCT HAS BEEN OES,ONEO & TESTED TO COMPLYY&TH
THE REQUREMENTS OF THE ROWDABUILDINO CODE, WCLUOINGTHE
HIGH VELOCITY HURRICANEZONE (HVH4
2) SHUTTERS ARE NOT REWIRED WHEN USED W WINDEOMIE DEBRIS
REGIONS. FORINSULATEO GLASS INSTALLARONS ABOVE W IN THE
HVH2, THE OUTBOARD LITE (C&P) MUST TEMPERS,
3) FOR MASONRY APPLICATIONS IN NAMbDADE COUNTY, USE ONLY
E%AUROVEDMAERE SOU CHOR9.NG'As LI
USED ADE
USEDFOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTLI CSO
4W TIP -TO -TIP WIDTH
97' EUCK WIDTH
9 114'MSIBLE _
LIGHT WIDTH
B, SHEET
6•MAX.
CONCRETE MASONRY UNITS AND CONCRETE WMIN KSI PER RH
ANCHORTYPE. I
0)ALLWOOD BUCKS LESS THAN I-V1'THICKARE TO BECONSIOER'cD SHEETS
A O
SHEETS BUCK SHEM
IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS L 1
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 1K
IX AND 2X BUCKS FWHEN USED) SHALL
i
HEIGHT
ME 1.10 TRICK OR GREATER,
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY /2.MA,,
N-1/4'
VISIBLE irfil&.
OF ME ENGINEER,(EOR) OR ARCHITECT OF RECOM(AORI D.C.
I
LIGHT O.C.
5) ANCHOR EMBEDMENT TO BASE NUITERWL SHALL BE BEYOND WALL
I /
HEIGHT
B6'
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT.
TIP TO
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE
I
TIP
FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
HEIGHT
SEAUNGTLASHING STRATEGY MR WATER RESISTANCE OF
i
IN TALLAHESE INSTRUCTI BE DONE BY OTHERS AND IS BEYOND THE SCOPE
SlIAT10N5.
OF TION
1
1
B) MAX 174' SHIMS ARE REOUIRED AT EACH ANCHOR LOCATION WHERE
15 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE
T
THE PRODUCT
OFTRANSFERRING APPLIED LOADS. WCOOBUCKS,BYOTIERS,MUST I
B--�I F---
13'MAX O1 S•J
MAX
......�..�.,..v..,nunocn Tn en9Arl nAnS IMPOSED ONTHEM BY (I'MAX.
SHEETS
7) DESIGN PRESSURES:
A. NEGATPA: DESIGN LOADS BASED ON STRUCTLRA-CYCLETEST
PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1300.
E. POSITIVE DESIGN LOADS BASED ON WATER TESTPRESSURE,
STRUCNRAV CYCLE TEST PRESSURE, FRAMEARALYSISAND GLASS
PER ASTM E1300.
O. DESIGN LOADS ARE BASED ON ALLOWABLE STRESSDESIGN. ASS.
U THE ANCHORAGE MGMGDS SHOWN HAVE BEEN DESIGNED TO
RESIST ME LMNDLOADS CORRESPONDING TO ME REQUIRED DESIGN
PRESSURE.THE 311D%STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCE THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOODANCHORS THAT
COME IWO CONTACT MR OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODEFOR
CORROWONRESISTANCE
S) REFERENCES: TEST REPORTS FT"30, 3050 & M12i ELCO
ULTRACON NOAi ELCO CRETEFLBX NOA; ANSVAFSPA ND9 FOR
WOOD CONSTRUCTION MO ALUMINUM DESIGN MANUAL
10) THE M SERIES USES A PVB INTERLAYER, TIE E37 SERIES
USES AN SG INTERLAYER. THE 720 AND 820 SERIES NUJY ALSO BE
REFERRED AS THE 701 SERIES. I
CODE5I STANDARDS USED
:2017 FLORIDA BUILDING CODE (FBC). BTH EDITION
@014 RORIDA BUILDING CODE (FBC), STH EDMON
4ASTME13 S
AANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANWI, AOM-2115
PAISI SIM12
EAISC3B0.10 I
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
DESIGN PRESSURES. .__.......... 2-5
INSTALLATION. FLANGE___ - 6
INSTALLATION, EQUAL -LEG.._. T
INSTALLATION, INT. FIN A......... B
INSTALLATION , INT. FIN B........... B
CORNER ASSEMBLY.....,....__ 10
EXTRUHKIN PROFILES......__. 11
PARTS LIST .. ............. _.... ... ...._..11
TABLE 1'
48"BUCKWMTI -
4i1/4' VISIBLE
UGHf WIQM
-„D. SHEET ]
DESIGN PRESSURE RATING
I IMPACTRATING
VARIES,
I RATEDFORIFRGE&SMALL
SEE SHEETS 2-5
MISSILE IMPACT RESISTANCE
46'BUCK WIDTH
LIGWmOTH
6'MPX.
_ F.SHEETB
96
BUCK
HEIGHT
031/4'
VISIBLE
LIGHT
HEIGHT
I. fi-MAX
O.C.
'{ 934E
/
VISIBLE
LIGHT
/
HEIGHT
lyM1pODllll
/
E6'
BUCK
L_r F,SHEETB
0 -{ 12•MAX. O.C. 2'MA1C H. SHEETS IF"_
SHEET? 6•MAX.O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION RESTED UNIT) (TESTED UNIT)
FIGURE 1:
Ir
O.G
AfAX
12.O.C.
MAX.
/
/
MAX.
r
TYW
!
Deee(pfi4n
�'I
N
1
]!f0'Lpm I6'AA-.OBO'PVB-3'16'
2
T
rft6'lAm IS• S-. PVB-MiC H9
9
0
1-0I18'LAm.p 1PT-]!16'-S'16'M-.OBO'PVB-Nl&'H9
2
4
1411fi'LvnLp i6'T•]116-AF3li6'H9-.09Y PVB-Y1B'N91
0
6
711E'bm I6'An •.OBP 9G•Mt6'An
4
6
1I1a Lem 18"HS-.090"BD-YIC H9
6
1-1/10'IeN.p 15'T411fi'Atr-y1B'M-.0tMSD-&10'M
4
B
1.1116'LeN.n ifiT-THfi'AhM1fi'HS-.6 SD-11T HS
1
'EG' KURARAY SENTRYGLAS-INTERLAYER'BYKURARAYAMERIGA I.,
'PVB•=1(URARAY TROSIFOLO PVB INTERLAYER-BY KURARAY AMERICA INC.
SHAPESASSHOWNBELOWORSIMILAR,MAYSEUSEDBYINSCNBWOTI SITAPEWABLOCK
AND OBTAINING DESIGN PRESSURES FORMAT BLOCK SIZE FRONTHETABLES ON SHEETS 25.
ANCHOR SPACING TO BE V MAX. FROM CORNERS AND 1T O.C. MAX FORA-1- CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
Imo --WIDTH F^ WIDTH --i I—m01H-1 I"' WIDTH +{
r 1 Tr-
li� 1� IS
-L 11 I L J L— —J
I-�—WIDTH ' ice- WIDTH--'r' WIDTH +i 'f•- WIDTH +i
1Ld
J
WDTH '—I I-^_wmTH —I -- WIDTH --I
1�IF
PRODUCT REVISED
as cnmpl1yyingg with tho Florida
OullBlne OoO�
NOw-Ne. 17-0914.11
E.PMa9Pn11.002/19/2019
JR-OB/O6/1T-UPDATED
E ANCHORAGE TO FBC 2017.
T
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7/16'UNONATED
GLASS STACK
.090' PV9 URERV YEA
W1&' HEAT STRENGTHENED
GLA56
W16'ANNEALED GLASS
a
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TABLE DIMEN610N9 MAYBE
ORIENTED VETZTICALLY Ofi
H0RIZONTPIIY A9 3H0 WN.
1-1/I
i/13'LAMWATED
TASSCvJ
GLASS STACK
L� GLASS STACK p
W10 HEAT
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STRENGTHENED GV39
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I
i)DUCK DIMENSIONS SHOWN. FOR FLANGED NI ,AVAS LESH PFROM THETIMENS-IP DIMENSION TOOETERMINE THE BUCKD0.IENSI0N,
2j FORSRESNOTSHOWN,RWND7, D THE NEXTAV ININDESNORT IN HE TABEABO N.
3) FORARCHRECTURAL WP100W3, FIND THE SMALLEST WINDOW SVE IN THE TABLE ABOVE WHICH THE OVERALL OIMENSION9 COMPLETELYFrt WRRN.
PRODUCT REVISED
Y...pryI71q1 with In. Florida
Building Dgia
NBA -No. 17-0614.11
E-,V.V. own 02/10/2018
NO CHAN0E3 THIS 6HEET.
Design Pmsum (+I-, pso for Glen Types 2 & 4
■�L7[�®O�tS1�0Window
000�®�fEi'I♦®�i7000®
NOTES:
1) SUCKOIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THETE*TOMPDIMENSION TO DETERMINE THE BUCK DIMEN9K3N.
2)FOR SIZES NOT SHOWN,ROUND INTO THENEKTAVAILAELESHORT OR LONGDIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE An . MICH WE OVERALL CIMENSIONS COMPLETELY PIT WEHIN.
Y-0HB'NONL
T/1TIANINATED �.I OLASS STACK T/1GTEO
GLASS STACK OlPSSSACK
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3H6'HEAT STRENGTHENED GLA95
A 11
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®112/B' O.C. MAN.
PYB INTERIAY 311VTEMPERED GLASS y' I
S. HEAT
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W
GLASS SITE
EXTERIOR 11 uv
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Y GLASS TYPE 2
I
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GLASS Am
GLASS TYPE 4
TABLE DIME11110 S MAY EE
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BIDE
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L SIDE
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SIDE IDE
—_ I SHORT L
SIDE `—
PRODUCT REVISED
with the Mrlae
9u0Elnp
NOA-Na 77-0814.71
E,gI.V n0b02h19r2G19
{ NO CHANGES THIS SHEET.
WindowlUnsign
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DISTANCE NOTE 2, THIS SHEET TYPE
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7EDGE 6
I „••.•V DISTANCE ( f
v
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IIL
BEE TABLE S. THISBHEET
USEDATCLIRVED
2s FRAME MEMBERS ONLY
®11-]IB"O.C, MPH. CONCRETEXIMU1
PERANCHOR
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E
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24MI'
METHOD D
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UNDERNEATH THE
BEADING
EM[FE'IJNOR
MIAMIAADE APPROVED MULLION -
21 (BEE SEPERATE NOA), ALUMINUM,
6 SSEE
SEE SUBSTRATE PROPERTIES,
SUBSTRATEPROPERTIES,
TABLE B,THIB SHEET
r-114•NVU(SHIM
1X WOOD SUCKSTIMP.
SEE NOTE 2, THIS SHEET
T
}
CONCRETE PER
EMBEDMENT
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•
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\
INSTALLATION ice- EDGE DISTANCE �� �TYP.ANCHOI
AND EDGED
TYPE B
SUBSTRATE.
VERTICAL SECTION B-B
EDGE
PER
SUBSTRTAND
EDGE DISTANCE PER SUBSTRATE.
SEE TABLE B, THIS SHEET
PRODUCT REVISED
pl In WHD Bw FI.dd.
INSTALLATION 17-0914.11
TYPE B I EMBEDMENT
e>+PM.uen 0nee02N 9/2019
J
EDGE
DISTANCE
1
EXTAF IOR \ , .•�
11
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'UNGRGUTED CMU' VALUES MAY SE USED FOR GROUTED CMU APPUCATKINS.
INSTALLATIONNOTES'
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCELIMTS.
]. WOOD BUCKS DEPICTED ON THIS SHEET AS"V. ARE BUCKS WHOSE 'NA"
THICKNESS IS LESS THAN 1.1a ..1X MOO BUCKS ARE OPTIONAL IF UNIT LPN BE
INSTALLEODIRECILYTOSOUOCONCRETE, WOOUBUCKSDEPICTEWL"-ARE I.1?
T THICKOR GREATER INSTALLATON TO THESUMIURATE OF WOOD BUCKSTO BE
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SHEET 3.FORATTACHMENTTOMETA-THESTRUMMKIWSERSW BEOFASDETO
PROVIOE FULLSUPPORTTO TIE WINDOW FRAME
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�q
8
2XWOODBUCKSTRIP INSTALLATION
r_ EDGE
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DISTANCE
I NOTE2,THMSHEET
EMBEDMENT
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L1/4'MAK
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c 0 EMBEDMENT
EDGE 6
DISTANCE
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USEDATCURVED :'•�•
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2D FRAME MEMBERS ONLY J' •.. ..
PER ANCHOR IF"
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INS TALLATION
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B STEELFRAMINGORSTEELSTUD,
SEESUBSTRATEPROPERTES,
TABLE9,THISSHEET
Or1/4'
M4'(SHIM
INSTALLATION
TYPE F
TYP. ANCHOR TYPE. EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE
SEETABLE 9.THIS SHEET
EXTERIOR \
VISIBLE LIGH7 WIDTHTH 8-11
WINOOWSOWBUCKCK WDTH-2at4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
PRODUCT REVISED
B1nIOgge va 1Ne FloddaUIGig No".. 17-0614.11
EMBEOM-cM
EwpidPllen Dale 02/19/2019
mmmwo5��oim
EDGE
DISTANCE
.
NO CHANGES THIS SHEET.
=NCRETE/CMU
PERANCHOR
REQUIREMENT
MCMr
6Wanle
Meet.
MH. Embedment
IBrye
03 or MO 410 SS 64mW
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1 A'
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%NGROUTED CMU• VALUES MAYBE USED FORGRCUTED CMUAPPUCATIONS.
INSTALLATIONNOTER
1X WOODBUCKSTRIP.
SEE NOTE 2. THIS SHEET
1. USE ONLY ANCHORS LISTED ON THIS 5HEET. FOLLOW EMBEDMENT ANO EDGE
DISTANCE LIMNS.
CONCRETE PER
2. WOOD BUCKS DEPICTED ON THIS SHEET AS%X',ARE BUCKS WHOSETOTAL
EMBEDMENT j ANCHOR
THIGKNESSISLESSTHAN I-1TY.IXWOCD RUOKBARE OPTIONAL IF UNIT CAN BE
"• REQUIREMENT
INSTALLEDDIRECTLYTOSOUDCONCRETE. WOOD BUCKS DEPICTEDAS•2ft•ARE 1-In.
THICK OR GREATER UlSTALLATON TO THE SUBSTRATE OFWDOD BUCKS TO BE
•TYP.
ENGINEERED BY OTHERS OR AS APPROVED BYAUTHO.4TY HNONOJURISDICDON.
INSTALLATION 1 EDGE ANCHOR TAHCEMBEDMENT
TYPEF I
3. FOR TO METAL THE STRUCTURAL MEMBER SHALL BE OFASQE TO
DISTANCE EDGE DISTANCE PFA
PROVIDE FULL SUPPORT TOTHE WINDOW FRAME.
PROVIDE FULLS PP
9UBSTRATE, SEE TABLE B. TH195HEET
SUB
VERTICAL SECTION D•D
4.IF APPLICABLE LOWER pE510N PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTElA.
Detm l
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a
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20 FR
®1
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DISTANCE
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INSTALLATION
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010 STEEL
SELFARILUNG SMS
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EDGE
DISTANCE
L I y-
NSIBLELIS
�
_
WINDOW BUCKYADTFI-2;V4'
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a� 11
EXTERIOR
OR FPAMING, SEE
,.n
NOTE2. THIS GREET
V
ROVED MULLION
�t/4"MA'(sHIM
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SH
raBLE+o.TxlssxEEr
EDGEDISTANCE
TYP.ANCH H TYPE, EMBEDMENT
EMBEDMENT AND EDGE DISTPNCE PER
SUBSTRATE, SEE TABLE 10. THIS SHEET
VERTICAL SECTION F-F
T4nI P l
An.hw
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Alai. O.C.
spchv
24W X.113•Sw NMI
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S"
0.D4S 1B ml SM1 StUl Li. 33
vie,
S
INSTALLATIONNOTES
1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT
AND EDGE DISTANCE LBADS,
2. MOOD BUMS DEPICTED ON THIS SHEET AS 'IV. ARE BUCKS WHOSE
TOTAL THICKNESS IS LEW THAN 1-W%1X WOOD BUCKS ARE OPTIONAL
IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD
BUCKS DEPICTED AS -WME 1-1 T THICK OR GREATER INS MIA ION
TO THE SUBSTRATE OF WOOD BUCKS TO SE ENOWEEREO BV OTHERS
OR AS APPROWO BY AUTHORITY HAVING JURISDICTION.
O. FOR ATTACHMENT TO METAL:- THE STRUCTURAL MEMBER SHALL BE
OF A SIZE TO PROVIOE FULL SUPPORT TO THE WNDOW FRAME.
4.IF APPLICABLE. LOWER DESIGN PRESSURE FROM ERIIER W NDOW OR
MILLION NOA APPLIES TO WHOLE SYSTEM,
INSTALLATION INSTALLATION
TYPE J TYPE K
` 114-MAX EDGE DISTANCE
SHIM
2X MOD BUCSTRIP XWOODSUCKSTRIP
NOTER, T NOTE2,TI95nEET
EOANCHOR TYPE, MRIMMENT'D
GE DISTANCE
SEE TABLE
9 EMBEouENr ..
NO CHANGES THIS SHEET.
e
EXT
E
RIOR
v '
M d
Mh Fe
MRF,
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1A Yn
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I
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114. MAX
0 EMBEDMENT I SHIM
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tXW NOWCNBTRIP,6EE
2X KSDIIP NpTE2.THIS SHEEP
a
Jil—il OR FRAMING. SEE
FRAMWO
NOTES, THIS SHEET
�Il4'MA% TYP.MCHORTYPE.FLL@EDMF MD
3 $HIM EDGEEEpEITTANCE'ERS6STRATU
4
TYRANCHORTYPE. a
111
EMBEDMENTANOEDGE
018TM0E PER SUBSTRATE,
N 6EE TABLE if. THIS-- 3
EXTERIOR
USED AT GIRVED EDGE D
29 FRAM6 MEMBERS ONLY DISTANCE
EDGE
($11.7R O.C. MAX
DISTANCE
RBTECMU 11
PERANCHOR
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REQUIREMENT 4 1+
WUIWW
HEIGHT
1W MAX SHLM WNWINDOWBULI(WID71,
ANCHOR
WREMENT
r -.----- EJ(iERIORPER
INSTALLATION
TYPE N
INSTALLATION
TYPE D
STEEL
I BELP-pRILLINO SAPS
IG91, 6EE TABLE 11,
THIS SHEET
Bill - ND E n I EXTERIOR
TMCEPERSUSSTRATE, C� ID
:TABLE ILTHI65HEET
r+/0MAX SHIM (SAEgGPERATE Oft UMINUN
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Description I
Material
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MIAMI•DADE
e
DEPARTMENT OFREGULATORYAND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, 7ne.
1070 Technology Drive
North Venice, FL34275
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
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 -Dada 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 i°SGD-770" Aluminum Sliding Glass Door w / 90' & 13T corners—L.M_I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04105/17, 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 mane 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 ofthe Building Official.
Tliis NOA revises NOAH 16-0629.06 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 1VL Plasencia, P.E.
M:AMFDADE COUNTY
11 lei I-)
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
Page 1
F9LECopy
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. • Manufacturer's die drawings and sections.
(Submitted under NOA No. I4-0I23.I0)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1.
2.
3.
Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-89681 dated
02115/16, 06/17/16 and 06120/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted tinder NOA No.16-0629.06)
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 an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted tinder NOA No. 14-0123. 10)
Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram.of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all. signed and sealed by Julio Gonzales,-P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12129/09, signed and sealed by Julio Gonzales
(Submitted under NOA No. 09-0826.10)
Jorge rY Plasencia, P.E.
P)r6duct Control Unit Supervisor
NOA No.17-0410.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. I5-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t°
Edition (2014) and FBC-61 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. 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 07/08119.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25115, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-61h Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G.. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/900 &135° corners - L.M.I. approved
on 08/04/16 and expiring on 02117/20.
0
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13DO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
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. FOR ANCHORAGE DETAILS SEE SHEETS 8-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S. ANSVAF&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
CURREN"T FLORIDA BUILDING CODE, AS APPLICABLE.
9)TEST REPORTS: FTL-5880, FTL-5993, FTL-0001, FTL-6014, FTL-60IS. FTL-6017. FTL.6022, FTL-6023,
FTL-BO24, FTL-6025, FTL,6028, FTL.6031, FTL-6033, FTL-6036 AND FTL-7664
n CCC nFTall S nN SHFFTR d AS
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EXAMPLE GONFIGS..........
2.3
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4.5
ANCHORAGE .....................6.14
DESIGN PRESSURES.......
6-B
INSTALL DETAILS..............12-14
ELEVATIONS., ...................
16.16
PANEL / SILL TYPES.........
17
CROSS SECTIONS ............
18.19
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1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORETWW ONE OP THE ANCHOR GROUPS ABOVE,
CHOOSE TIE ANCHOR GROUP OF THE LOWEST LETTER FORALLTASLE6 IN THIS APPROVAL,
2)ALL ANCHOR HEAD TYPESARE APPLICABLE.
3)FOR STEELSTUDS, MIN. FU -45 KSI, MM FN•33 01.
4) FILLED BLACK VALUES MAYALSO BE USEOIN HOLLOW BLOCKAPPLICATIONS.
6)MICHOR9 MAST BE OF SUFFICIENT LENGTH SOTHAT A MINMUM OF3 THREADS EXTEND BEYOND METAL SUBSTRATE.
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. THIS SHEI
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2'THICK.
a mPI�B woh the Phaldn
9u11GM
in➢ e
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
No".. 17-0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS
DEPICTEDAS2XARE 1-112" THICK OR GREATER. 1XAND2XBUCKS
BePentlen onto 02/1712020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
Gy
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
Mlam ro a on ro
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 REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
tt lltl//
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
LYN�
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
IS NOT71GHT TO
�3\5X1,QNY
'�
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT
•'' VOEN9B
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD. 30N FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY TH E AUTHORITY HAVING JURISDICTION.
COT. GFAUDI. /NAB II I I r-I-, PCNGJ//U/'1LVIYL OVV'LIVI IIYIrAN
Nn-__ i' LJ \ V� J-I L{w1
N.4a[
sGo->7➢ NTS 1 + 12 P070190
CONFIGURATIONS NOTES:
EXAMPLE CON9IGURATIONS 1)AUCONFIGURATIONS SHOWN AREALSGAVaLABLEAS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL 'Jw'. 'Je. -Kw-OR'KV INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
M. PANEL WIDTH pXX %pXXXX ORXXXXP. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH I NOCAN BE OXXXp.
PER TABLES I-3 I ` PER TABLES I-3r7i�—
-r`r---� "jam r 2)DO- & iW CORNER CONFIGURATIONS CAN BE A COMBINATION
j OF ANY 2 STRAIGHT CONFIGURATIONS.
I$�sT i�� 3) FOR NDM. PANEL WIDTH, SEE TABLES 1-3.
MAX.UNIT � � MEI HT i>ryg
HEIGHT / IFys PER TABLES / / 'X"= OPERABLE PANEL,
PER TABLES IJ I -0'- INOPERABLE PANEL,
in p, Po I 'p"POCKET DETAIL LETTER
PocXer I 3 I
r`r_-_i _r�r___: /�.�_'W'=WOODET METALINSTALLATION
1-PANEL 2-PANEL ® 'c'=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS + L—SHEETNUMBER
—MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH= NOM. PANEL WIDTH-7-
DLO HEIGHT = DOOR UNIT HEIGHT-10.12V
NOM. PANEL WIDTH NOM. PANEL WIDTH PANEL HEIGHT = DOOR UNIT HEIGHT-1.BBO"
PER
TABLES 1.1 sft�D_l` PER TABLES
I
v
MAX. UNIT MHEIIGHT� +e iPER
=Syy
PER TABLES 1-3 �HEIGHT+ TABLES 1-3 iqa
J 4-PANEL CONFIGURATIONS r PRoouer wEwseD
3-PANEL CONFIGURATIONS 3 3 plYin IIhNaFlpritlp
NOn Nm cp�e
I NO/4Nm. 17.8420.12
MAX. UNIT WIDTH M.'I.H.. On1e 02/17/2020
— MAX. UNIT WIDTH _...��
NOM. PANEL WIDTH BY
NOM. PANEL WIDTH mla,n a
+S PER TABLES 1J
PER TA13LE51a
9
I $ MAX. UNIT
MAT + 1 / �yyyy a HEIGHT
%.UNI/ 3 / x,OTHS
TE
HEIGHT / �ps TABLES 1-3/ / SHEET`11111111111I7
PER TABLES 1-3 � / / / / I
Porxer I d �` '�: `UCENS • C
5-PANEL CONFIGURATIONS
CONIF
ER _*? No. se7ps
RER T
+ + s (OUTSIDE CORNSHOWN,
• INSIDE CORNER SIMILAR) g0��.• S TE
+p7p recrwotaprpwv>: M" ,FS'•ORIDP,,.:���.`
�+L)PLE CONFIGURATIONS ��'oSAONAI ENG°�
cEnr. orume/,mee SERIES 770ALUM.SGD-LMIMPACT Y(1l l+lllll"+
JR 049Y17 C NoomN0E37"195"EET. angpryY7amn �'� °"°
m. a -- .�« + ° Sc m NT8 2 .22 PGTOISO C REA 0705
I
I
NOM. PANEL WIDTH
PER TABLES 1.3
I
9W OR 120'
7�
I /
i
NOM. F
PEI
MAX
14E
PERTA
MAX. TESTED UNIT WIDTH=
355-711w @ es. HEIGHT
300-1/4' @ 120' HEIGHT
6-PANEL CONFIGURATIONS
CONFIGURATIONS
MAX. UNIT WIDTH
fE7iFlit7fk7{@°xE7
El
� SFr W �Lv il:l iLr iV fpr iG�iSp
. UNITI
GHT {2�i p ipl {[I Vl iL•J Qr
ABLES
• •i� a e%4se°{v
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'Jrf,'Je. -Kw-OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, p>=X OR)O XXp. OXXX IN POCKET CONFIGURATION
CAN BE 0)=p.
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
"X'=OPERABLE PANEL,
"0'=INOPERABLE PANEL,
V - POCKET
DETAIL LETTER
aW'=WOOD OR METAL INSTALLATION
® --CONCRETE INSTALLATION
"HEETNUMBER
DLO WIDTH =NOM. PANEL WIDTH -7'
i DLO HEIGHT= DOOR UNrr HEIGHT - 10. 125"
PANEL HEIGHT= DOOR UNIT, HEIGHT -1.B66'
x
MAX
HEI
PERT
AB
I
' ,mprsuwclmrcxrvr �✓-
w.vracgR..wn EXAMPLE CONFI(
lu0wa,pm
iavrr c xo eroweps nussxeer. cr�rr. �Aulrvusm° SERIES 770 ALUN
sGo-7ro I NTS 1 3 d 22 1 PG70130
PRODUCT REVISED
e•00n`mme o~IN 11,. Pioritle
rvoq-rvo. 77.0420.12
•xpin<me p.:o 02177/2020
*: No.6W09
A.
t
%ILS IG3. G3A. G4. G4A. G5 & GSA)
7/1040M.
7/16' NOM.
1" NOM.
3116' HS OLIASS
3116' HS GLASS
3/16" HS GLASS
09W PVB
.000'
PVB
.090' SO
3/16' HS GLASS-
3/16° KS GLASS
74
WHY HS GLASS
14
3/9' AIR SPACE
]d
3H6' T GLASS
ExT_._ E IM
3GLAS3 •
EXTERIOR
X��
a
31r NOM.
2d 12
3/4° NOM.
GLASS
a
BITE
SITE
SITE
FxTE t j
Po
a
m
i
54
54
it
7118" LAMINATED GLASS, TYPE G3
7116" LAMINATED GLASS TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9H6" NOM.
9116° NDM.
1NOM.
3/16" HS GLASS
1/4" HS GLASS
1/4- HS GLASS
A90" PVB
.090" PVB
.090' SG
3/16' HS GLASS
1/4'HS GLASS
74
1/4'HS GLASS
14
5/16"AIRSPACE
74
114' T GLASS
PRODUCT REVISED
62
B2
83
B"1141eglVlnB w1tM1 N" Mae"
314-NOM.
314'NOM.
3GLASS.
No". 17.0420.12
_
GLASS
EWE
GLASS
124127
l.pinuon Data 02H712020
a
BITE
(r7
SITE
BRE
BITE
Ty
Mla an n
81
Bt
]B
I
fi4
54
55
9/18" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS TYPE G5A
LYNIy
#i ........,.. Ai
c1: vcEN6F'••�
GLAZING NOTES:
*,•• N0.58705
'ANN"=ANNEALED i
'HS'= HEAT STRENGTHENED
°T'=TEMPERED
SEE SHEET 15 FOft SPACER DETAILS.
'O '•
I,;'•dU�`
^PVB'=.090'TROSIFOL®PVB BY KURARAYAMERICA, INC.
faM]ErF.ttppvnavE
N'IgK� A�
o..ve
GLAZING DETAILS
�'�'• Sin
':
42�
'SG'-.090-SENTRYGLAS®BY KURARAY AMERICA, INC.
lCs'•.�YOglpp•,:'��1`��
ZYRIES770ALUM.SGD-LMIMPACT
o`nl^I*.
SE
tR
JR
ow4n7
c
NocN.lNOEsrassxEEr.
mm�
mi°�p
ALVfVVI PP.
wuvm"nxemm
emno
NTS 1 4
-22
PQI'0730
C
P.EPsmos
JR
iN1W14
i
I 1" NOM.
711W NOM.
1' NOM.
3/16' ANN GLASS
3/1W HS GLASS
3116' ANN GLASS
SG
.
,090'
3716' HS GLASGLASS
.090" SG
Y4
3118" ANN GLAS
3/8'AIR SPACE
74
3/10'ANN GLASS
3/e'AOi SPACE
T4
3/16' T GLASS
3116' T GLASS
52
3/4' NOM.
3/4' NOM.
GLASS
12a1D
3GLASS
12af21
GLASS
(
ORE
BITE
SITE
F%IEWOP
/�,
Y
79
79
54
55
I
1" LAMINATED I.G. GLASS, TYPE G6
7/18" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1-NOM.
9/16-NOM.
1"NOM,
3/16' HS GLASS
-
3/16' ANN GLASS
.090' SG
1/4' ANN GLASO
.090' S
3/18'HS GLASS
.090'SG
3118'ANN GLASS
5/16'AIRSPACE
7q
1/4'ANN GLASS
5116'AIRSPACE
74
1/4' T GLASS
1/4' T GLASS
pROD11CTROVISOD
E3
Wi.,
53
Co40 7-412 NOA-Na17.0420.1212a19
3/4' NO •
E%TERIO
(GLASS
12a1
l.Rlve.. Del. 02/17/2020
81TERIO
--a
MG
. ..AEXTERIT9
a T9
55
66
1" LAMINATED I.G. GLASS, TYPE G6A
9I16" LAMINATED GLASS, TYPE GTA
1" LAMINATED I.G. GLASS TYPE G8A
"1111f1II IIii77
Z'
* e No. 58705 •:�
G�NONOTES:
"ANN"-
"ANN"--
= +
"HS"=HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS,
s p�I7'.•�q�
'T'=TEMPERED
'PVB'=,090'TROSIFOC PVB BY KVRARAYAMERICA, INC.
i.7.Tmeumm.RNE"
N
GLAZING DETAILS
�:.•
�.
'',ONAL
'SG'=.090' SENTRYGLASF BY KLIRARAY AMERICA, INC.
lion
A..
cEar.DPADrxrraM
SERIES 770ALUM. SGD-LM IMPACT
n""
JN
OLOYI)
C
NOG es MIS SNEE7.
�ei.rse
m.e
.+•",r
�.,
A L I PE.
10M0M4
m
wi
Sr.0.77o
NTS 5
- 22
POTL)130
C
�N �
vR
oeu
Design
I (for
For comer
Pressure (DP) and Anchor Quantities Required,
all approved configurations on Sheets 2 & 3)
astragal mzMmge an go -or 135- com,area, see sheet l l
Maximum OPforallnizes:
*+601.60 psf
(May ire Halted by Tale 1A)
Table ePOw Gleas TyR, a 8,
9A, B, M, 7, 7A, 6 & SA and
the 61IIdAaaegel Types sham
below
'
Doan Unit Height
00'
84'1
W°
BB"
69�7/r OLD
AncharGmup
7}llr DLO
Anchor Group
78.71W DLO
Anchor Group
85-7/0' DUO
Mcha Gnu
A
B
1 C
1 D
A
B
C
I D
A
B
C
I D
A
I B
D
D
e I
+
G+1
•1
C4+1
C4.1+1
04
04-1
010
C01
G+1
G+
+t
+I
+t
G•
24'
7*
Jamb
9
a
a
B
a
a
B
B
B
B
B
B
a
0
a
B
DLO
P4wak.
6;7
&7
6+7
6V7
NB
7+B
7+8
7+B
]+e
]+B
7+8
7w
T+e
7+8
7+0
7.8
He Ill
G+t
Gal
U+1
UN
04•1
CIO
GH
GN
04N
U+1
UH
GN
0+1
01+1
G•1
GN
90'
Jars
a
a
e
B
8
B
B
a
8
a
B
a
8
B
8
0
y
DLO
B+
Bj
e•]
B•7
7+8
7+B
HB
7+B
7+B
7+8
7+8
7M0
7+6
7•e
]+B
NB
Healale74/3B
G+1
CN1
G+t
GH
G+1
G+1
GH
GH
G+1
GH
GN
UH
Ue1
G+i
GH
UH
3B'
JaIM
a
B
a
8
8
B
B
B
B
B
a
B
B
a
8
B
a
mo
P-hcak
&7
&7
(+7
67
7+8
NB
7+8
7+6
7+8
7+B
AB
7+0
7+8
7+a
7+9
7+8
Hea1Sl11
U+1
G+1
CY+1
U+1
G+1
NO
04+1
04•1
G+1
UN
G+1
CAN
(T
U+1
G+I
G+1
42'
Jamb .
B
a
8
B
a
8
a
6
8
8
8
B
8
8
B
DLO
P. eoki
6+7
6M7
0+7
B+
7+e
7+8
7+U
7+e
]+0
R6
]+B
)+0
7+5
7+8
7+e
7+8
WedlaYl
G+2
G«2
G+2
D1+2
G•2
U+2
1
Ue2
U+2
G+2
G+2
DN2
Dx+2
U+2
O4a2
G+2
G+2
4w
Jamb I
B
I B
8
B I
a
I a I8
6
8
8
B
8
10
B
B
a
DLO
P-hc
0+7 1
8+7
1 &7
1 eN 1
7M8
I 7+a I
7te 1
1+0
17+8
lye
7•B
7+8
7+8
1 7+8
7+8
7.8
FOR EXAMPLE ON USING TABLE, SEE SHEETS.
NOTES:
1) POSITIVE PRESSURES W TABLE 1 ARE BASED ON THE USE OF THE 3-Ile SILL.
2) WHEN USING THE 2-1/r SILL, POSITIVE WATER DP IS 40.67 PSF MAX. WHEN USING THE 34/4' SILL, POSITIVE WATER DP IS
60.0 PEP MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PEP MAX (NEGATIVE PRESSURES UNCHANGED} SEE
TABLE IA
3) 4',3-1/4' AND 2-10- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-117 BILL IS NOTAND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10A4 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL OUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TAAl F IA'
SIII Height to Max. (+) DP
(Water Inigtmtian Raft
3111 Roar Haight
(+i 0aaign
(Flat ar Box, aeo
pmseum, psf
Sheet /7)
FMh-1-1/2'
sae rmtea
Law-z-1/r
+4e.e7
High-4'
•80.0
SEE NOTES 1-3
OH LENGTH
OH RATIO It 1
OH RATIO - OH LENGTH.
OH HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH-7°
DLO HEIGHT=
PRODUCT REVISED
DOORUNITHEIGHT-11)125"
coptyina Ith the Plorlds
BUBdlmna
COUe
HOA4No 17-0420.12
PANEL HEIGHT
DOOR UNITHET14T-1.806°
expiroaon oero 02117Y1020
Interlock
P-hook
Lockstiie@lamb
SValghtArtragal
Assembly
Loclealle@
sveght Astragal
9('Astragal
Auemb
Iaccun.@
90'Astmgal
135'Astmga1
Assembly
LeaysNe@
135'Anragal
Standard Stlles
Standard Stle
Standard Stile
Standard Sole
Standard5dle
HeaW-duly Stile
HeaWdutySBle
Heart' -duty Stlle
HemdutYStlle
Standard Astragal
Outside Comer
Outsde
Inside
Corner
Corn
Cornerr
OWsldel114�
Inside fdner'11
corner ���TTT"---"
Part p60 (4)
IPart W60
Part p60
Part g60(Stlle)
Partp67 (Adragal)
part 460
Part Hlia(IComef
Part A319(OULj
fart e120 (In.)
parLL R31(&tN31
Part 961
BeceNer)
(Corn.&Fxd Mount)
� • '� y�TBpP
JR a42aB7 c aWrseo UOtEt cEHT. eFAurHa®tae IJ( ( r.-EI� SER/E5770 ALUM.SGD-LM IMYAG! "rlllul"
T2 -
as Aar ��J`-' �frms rv.e row re A. LYNN NILIER. P.E
+PGT0130 C pexsama
II Design Pressure (DP)and FAnchor a Quantitiesconfigurations on sheets283)
unctm Required,go'comer
Far corner ospe9el encM1onBa an BO' or 106• comer Wb, see cheat 11
Maxhnum De meallsiies:+60/80
Ploy pa Bmitetl by Table 7A)
I
Gott UNt
mind
Table epp0ee to Glass Typee 4,
A,
&
BO"
9B•
02
10001�71BIMQ
120
6, 6A, 7, 7A.8 & BA OM Net
69- IB•
PLO
78-TI@'
O
- /0
DLO
66-]larPLC
8 - IB
O
U-71
O
0. OLO
9-]10
Mo
silwAelmBel T1'pe6 season below.
Acanorivew
.her
Group
Ace or
Gmu
e,
mupMoserGacp
Anchor
GoalrGmkp
AOG orGmupII
A @
C
D
A 6
C D
A B
C D
A B
C
D
A B
C a
A B
C 0
AC
D
A @
C DMacau
!.
L4+1
GN
+1
+1
1
H
+
C4+
+
♦
+
+1
N
•
G+
♦1
ce+1
G+1
G+
+1
e
r.1
G.1
♦1
e
+
G+24'
A
Jamb
I
0
a
8
B
B
0
a
B
8
B
8
6
8
8
B
8
10
10
10
10
10
10
10
10
7010
10
10
10
10
10P-Inok
01
8+7
B+7
8+7
+7
7+B
7+8
7+6
7.5
7.5
7.8
7+0
T.B
NB
7+8
7+a
7+0
8+0
B+9
0+9
B+B
e+9
0.9
B+B
0+8
BH
0+10
0.10
BH0
BM0
0♦W
9♦10Haew9W
Get
G♦I
C4+1
C1.1
GM
C1.1
c/,+1
G+1
C4.1
C4.1
G+1
G+1
G+1
G•1
c4+1
G+1
GN
G•1
C1+1
G1.1
.1
G I
C4H
G+G.1
GN
G.1
C40
G.1
CIOD0-
pl0
Jamb!
B
0
0
0
a
0
0
8
B
B
6
0
8
a
B
a
10
10
1D
10
10
f0
1010
ill
10
10
10
10PibOki
'
0+1
6+7
0.7
0+7
7+8
7+0
7+8
718
7+8
7+8
T1B
7+0
7+8
T♦8
A8
T+0
a+8
8+0
B+0
8+8
B
0.8
8+0
B+f
0.10
9+10
BNO
B•10
8.10
8+10l
1.
G+1
G+I
G+1
G♦1
G+1
G+1
Grl
G•1G+1
G.1
G.t
G.1
G+1
G.1
G+1
Gn
GH
GH
GN
G♦t
1
G+1
G.1
G.Ia+
G+1
G.1
G+1
G+i
G+128'
iambi
0
B
0
8
8
a
'8
8
8
6
0
0
B
6
8
0
10
10
10
10
f0
10
1010
10
10
10
10
10P-hodn
I In
0.7
0+T
6-
Br7
.6
)•B
]+6
T+B
]+9
%+B
]+B
T+B
i•8
]+tl
]+B
7+B
0+0
B+B
W9
0+0
B
e•B
6.B
@H
BHO
8+10
BHO
BHO
9+10
9+10We0181i1
GH
G+1
G♦1
G+1
GN
G•1
G+1
CNt
GH
GN
G+1
GN
G+1
G+1
GH
GN
G.1
Gri
GH
Gat
+1
J2�
ceo
GN
GHG+1
Gr1
CSH
0.1
G+1
GH42•
p 0
Jam
8
a
B
B
B
B
8
6
B
B
B
@
B
8
a
B
ID
10
1D
10
0
10
0
10
10
0
12
10
10
10
p-ho0 1
e.7
B+l
6+T
B 7
7+6
7a
]+0
T+e
A6
T+6
7.6
]+B
718
7+11
]+8
7+6
8+0
810
B+e
B+B
9
&B
B+B
B+1D
9+10
9+10
B+fO
WW
0+10HeadRat
G+2
G♦2
G+2
CIr2
C4+2
G•2
C4+2
G.2
C 2
G+2
G+2
G♦2
G+2
G+2
C4+2
G+2
C4.2
G.2
G♦2
G+2
+2
CM2
G.2
CB+2
G.2
CB.2
Gat
Ca+2
C6+2
C6+2
CB+2
4a'
41-
Jamb.:'
8
8
8
8
0
8
8
8
B
8
B
0
10
8
6
8
f0
f0
10
10
10
f0
12
10
W
ID
f2
ID
10
10
DUE,0+T
0♦7
0.7
8+7
AB
7.8
716
7+0
7+8
i+0
]•@
lee
7+0
7+8
+8
I+0
B.9
&0
B.9
B♦B
0
B+B
0♦e
BHB
0+10
Or10
BHO
8H0
aH0
8+10
9.10
61•
air
PLC
Haed16111
G+2
G+2
G•2
C4.2
.2
G+2
04+2
.2
G.2
01.2
G*2
+2
CA+2
01.2
G♦2
04+2
Not eveable in these sizes
Jame!
B
0
0
a
B
0
B
1D
0
0
0
1
8
B
0
P-ho
Bq
0+7
0q
B+]
]+6
T+0
A
7+8
+0
7+9
+8
7+8
7+0
7+B
PB
TrB
OBI0.0
IMeW5111
G.2
G•2
CO2
C4+2
G+2
G♦2
G+2
G1+2
5+2
CN2
G+2
C4+2
G♦2
G.2
G+2
C4+2
J¢mb. !.
8
a
a
a
0
B
8
a
10
a
a
a
10
e
8
0
Rhooki.
8+7
6+7
Br1.
6+
NB
]+a
7.8
.0
718
]rB
7+6
7♦6
%+0
>.B
i+B
7+8
3-1/4"AND:
IS NOT AND
NOT RATED FOR WA-.
4) SEE SHEETS 10-14
5) DOOR SIZE TO COI
6) JAMB ANCHORS AI
INSTALLED.
C•VR W\IXfLC V,V VJIIVV ,nfJLC, oc�an�c, u.
S IN TABLE 2 ARE BASED ON THE USE OF THE 3.114" SILL.
W SILL, POSfTIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL,
50.0 PSF MAX, WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX
IANGED). SEE TABLE 2A.
LL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12"
3NLY BE USED WHERE WATER RESISTANCE IS NOT REOUIRED. MAX.
SURE$ SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
'ING WITH THE CURRENT FSC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
i INFILTRATION.
IR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION,
LY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
'Pawl a 11
NOM• PANEL WIDTH -7'
DLOHEIGHT=
OH LENGTH DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT -
DOOR UNIT HEIGHT -1.866"
OHHATI021PRODUCT REVISED
Be complying with the Podd.
Bulttlbne Cotla
.N.. 17-0420.12
SEE NOTES 1.3 OH RATIO = OH LENGTH
OH HEIGHT
ne Tam c 1 R=c cY==TR 11 A 01 FAG PART OIMFNRIONR ANO RHFFTS 1A A 1R FOP ARSFMRLY DETAILS.
SIII Helghtto Max. (+) OP
(Water InMfetlon Rating)
SIII ftIsOr Helghl
(+)Design
(Piet or Box, eea
pressure, pef
Sheet lT)
Flush-7-1/2'
eae rrole3
Low-2-i/2'
+40.6T
High-4"
* 00.0
Interlock
I P-hook
Locks111e @lamb
Straight Astragal
pssembly
alg Hera
StnlBht Pstragal
9Assembly
Assembly
Locpstlle®
90'Astragal
13Sembly l
Assembly
Lodallle@
330'Astragal
Heavy-duty StlleB
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty5tlle
Heavy-duly5tlle
Heavy-duty Stile
Standard Astragal
Gutalde Corner
Outside
o". =1
Inside
Corner
Ins) e
Corner
Outside
Inside Corner
[erne+
Part R61(x2)
Part B61
Partd63
Pert N61 (9HIe)
parta67(Astregal)
Pad 961
Part 0611SDie)
Part p180 (Corner
Receiver)
partk119(Out)
parta120 (In.)
Partk61(Stlle)
Partf a31&032
(Corn. & Fell Mount)
Part p6l
cent. DrAlrrxs2e2m �( SERIES770ALUM SGD-
eor?"r°•.%i�u SOo7ro NTS 7 + 22
* ; No.58705
Design Pressuf
(DP) and Anchor Quantiies Required, (for all approved configurations on Sheets 2&3)
forcameraetra9alsnchorege an So -or 136- comer units, see sheet 11
Maximum DP shown below
(May be Ymlled by Tobie 3A)
Dore Ur Hel hi
to Glass
Tehle6A.
4A.
BO'
04"
80" 96°
102°
100"
ATypes
End
8, 8A, 7, 7A, 0 $ $A end the
7.
09.718° OLD
7341W DUO
I 79-71W mu MI ULV
9 - B D D
9]-]/B
OLO
SI1e/Aatmgal types shorn 1:0I
Anchor Group
Anchor Oroup
Arehcr Oran AndwrOmu
Anchor Grou
AnamnGrow
II
A a C D
A B 1C D
1 6 1 B I C D A B C D
A B C D
A B
C D
Dee nPmesum
+Awo
r
+ z.6 er
+-
s
17'
Hnd/311
C4+1
I C4+1
I C4+1
Ui1
U+1
I U+1
I eu+1
I U+7
1840
04+1
04+1
C4+1
1 C4a1
1 NO
U+1
U+1
C4+1
UN
C4+1
Ua7
U+1
U+1
C4+1
UN
24°
DLO
Jambi
1
0
B
B
8
8
8
B
B
B
B
0
0
8
8�
B
10
10
10
10
10
10
10
10
P-hook
6+7
BN
6+7
ea7
7+0
748
748
7+8
]+0
7+0
7+0
7+8
7+5
7+0
7+0
7+8
8+9
B+9
6+9
0+9
649
8+9
849
9+9
Ds nPmasum
+ASG.O
/
+/4i2.6
at
+/-78
0 el
?J'
HeadleYl
C4N
C4+1
C/+1
G+1
UN
U+1
U+1
C4+Y
U+1
Ua1
CI+1
C4+7
U+1
U+1
U+1
U+1
C4+1
C4+1
C4+1
Uat
U+1
U+1
COI
C4+1
�„
DLO
Jambi
B
8
8
B
B
B
B
B
10
8
0
0
10
B
'8
a
10
10
10
10
10
10
10
10
P-Mok
5+7
9+7
0+7
(@
7+8
7+0
7+0
7+8
7+8
7+0
]+0
7+0
7+5
]ae
]+8
]+e
0+9
8+9
8+9
6+9
e!9
8+8
8+9
B19
Design Possev's
V-90.0
parr
+1A2A
s1
+/46,0
Par
z9°
Haed18111
C4+1
C4+1
U+1
U+7
Git
U+1
C4+1
U+1
U+i
C I
U+1
C4+7 C5+1 C6+1
CA+7
0 +1
C&1
08+1
U+1
U+1
CB+1
ce+1
CHt
a I
DLO
Jamb1
10
B
0
8
10
B
B
8
10
0
B
8 12 10
8
0
1z
10
10
10
10
10
10
10
'a
S
P-hook
6+7
6+7
6+7
1 E+7
1 7+0
1 7+e
1 7+0
1 7+8
1 NB
1 7+11
1 7+8
1 7+8 1 8+9 1 a+9
Bag
8+9.
8+9
B+9
8+8
8+9
0+9
B+9
Bag
e+9
Des aPressure
+f-iM. r
+/E2.6 of
+1-750
of
36'
HeedI
042
C442
C4+2
C1+2
C4+2
Gat
C9+2
C4+2
C5+2
Ca+z
CBa2
C6+2
Ce+2
C5+2
C5a2
C5+2
C6+2
C5+2 C6+2
06+2
C6a2
06+2
ME-2
C642
92,
DLO
Jemb1
10
B
B
e
10
0
B
9
iz
10
e
B
12
10
e
8
12
10 10
10
12
10
10
10
P-IMok
74B
7+8
7+a
7+B
7+0
7+8
745
7+0
6+9
5+9
e+8
B+8
6+9
8+9
e+9
am)
0+9
8+9 1 0+8
I tI
8+8
B+8
B+9
9+9
Gotten Pressure
+/&ML I
Sea NoteA WV+1J12.8
pa(
+/-70.0
el
1.
11.445111
C6+2 C6+z U+2 2+z Ca+2 CS+z 08+2 C842 C6+2 U+z CA+2 C0+2
CB+z 06+2 +2 U+2
CG+2 CBaz C8+2 U+z
CA+2 Urfa
G5+2 CB+z
OLD
Jamb'1
10
B
0
e
12
10
I B
I It I
12 I
10
I B
8
14
0
B
14
12 10
10
14 10
10
PulsatePulsate12
Pulsate7+B
7+e
7+8
7+0
BIB
0+8
8+9
n+e
8+9
0+8
8+9
8+ 9
9+10
9+10
+10
9+10
9N0
9+10 8410
8+10
9N0 9N0
8M0 Nin
NOTE At +/-90A PSF FOR GLA55 TYPES 411q 6, 8A, 7A, e a BA; +/-0I.1 YUX uLAcb I xre r
EXAMPLE ON SHEET 9
NOTrSi
)POSITIVE PRESSURES
IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
DLO WIDTH =
2) WHEN USING THE 2-127
SILL, POSITIVE WATER DP IS 46.67 PS MAX. WHEN USING THE 3A/4" SILL. POSITIVE WATER
NICK PANEL WIDTH -7'
DP IS 60.0 PSF MAX. WHEN
USING THE 4- SILL, POSITIVE WATER GP IS 90.0 PEP MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
DLO HEIGHT=
3)4',3-114-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-10SILL IS NOT AND
DOOR UNIT HEIGHT -10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL. HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1,066"
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, BOB DISTANCE AND EMBEDMENT INFORMATION,
6) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
o m ¢ +o vno eeernrnl v nPTen e
Interlock
P-hook
I I
Lockstile®Jamb
Straight Astragal
Assembly
LoclusStraight
Sttalght Astragal
stra
Assembly
9Atrumbly
90-Asraga
90'Astragal
135- Assemiy
Assembry
Lockstlle @1
131
Heavydury5tiles
7eavy-duly5tlle
Heavy-duly5tlle
Heavy-duty5tlle
Heavyduy SNe
Heavy-dury5tlle
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty5tile
Heavy-duty Astragal
Outside Cornet,.
Inside Core ner'I I
OutsideIns
Corneror
Ins -a
Comer
e
Corner
outside
Corner
Parta61(a'!)
IPIart BG1
I
Part B61
Bart Bfi1 (Stlle)
Part p60 (Astragal)
Part B61"
Pa p118((Corner
Receiver)
FartpIQ 129(Inj
Part 4320 (In.)
p¢rrtte031(01832
(Cam.&Fad Mount)
Pan#61
CEn: 01 hoines
800-770 I NITS 1 8 a 22 1 POTOf30
TGPI F qA•
SIII Height to Max. (+) DP
(Water Instim6on Rating)
SIII Riser Height
(+)Design
(Fletor Box,sOe
Pressure, par
Sheet 17)
Flush-1-12'
see nole3
I.ow-2-1to
-40.67
Medlum-34/4"
+80.0
High -4"
ag0.0
SEE NOTES 1-3
OH LENGTH
8IOH PATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
ac complying with the Florida
BuiidmB Catle
.N.. 17-0420.12
expiration Maim 02/17/2020
* : No. 5870, t P
STA
,.n1a A
��''r/TONAL EN6at:
A. LYW MILLER P.E.
REA557a5
INOFRAME -91'l U-PHIUVK ANCHUW1GEl:UNJIJ I:
SEE
JAMB(9) P-HOOK ANCHORS,
SPLICE
%, qEO
;� (PERPENDICULAR TO GLASS
EXTERIOR
NOTE,
PLANE SEE TABLE 2 SHEET 7�
THIS
POCKETS AND
SHEET
.•, SEE POCKET (10)P-HOOK--------
'
JAMB MOUNTING
art' INSTALLATION, ADAPTER 5 M,
THIS SHEET ANCHORS MIDWAY
.; B SMEET I4 B
ANCHORS
�ANCHOR58AT 3' I
&AT3'
FROM TOP& iI� 14'MArKO
BOTTOM I a
Y
I�
4.051•
- "MAX. TO OPENING I I
EDGEOFPOCKET SEE
INSTALLATION
DETAILS'Je &'Ko', I �
END PANEL SHEET 14 & PART
ANCHORAGE DETARS'J' &'K,
T4' MAX.
(2 ANCHORS) SHEET 10 FOR j
O.C.
P-HOOK
+2" ANCHORS
ANCHORAGE EE
ANCHORAGE
(SEE 9NETCH
•
CENTERLINE B'mAx..MA%.,TW.
OFPANEL 1
2A• MA
O.C.
1) APPROVED ANCHORS: SEE TABLE A. SHEET
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OP QUANTITIES SPECIFIED IN TABLES I-3, SHEETS SA:
48'
NOM.
•
. INTERLOCK HEAD & SILL: B' MAX. FROM FRAME CORNERS.
PANEL
SEE'C5'CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
pETAILS,SHEET IO TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
FOR INTERLOCK STRAD"'CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
"+2L ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24'D.C. MAXIMUM.
SEE'C5'CLUSTER_ MAXUNITWIDTH -- SEE 'CS' CLUSTER DETAILS,
TAILS. SHEET 10 FOR
REQUIRES'CB• SHEET 10 FOR INTERLOCK
INTERLLOC�K
CLUSTER,SEE
DETAILS, SHEET II
\
PANEL WIDTH
x
x % x
%
%
a• MPX
y%
xx M
x
= FRAME
ANCHORS
95•
o
UNIT
•=P-HOOK
HEIGHT
la•Nnx. o.c.
O
A
ANCHORS
IZII
G=P.HOOK
Z
MOUNTING
r a•MAX.
ADAPTER
1
ANCHORS
—_
ANCHORAGE
LY2'
AW
2.04"
SEE'C5'CLUSTER
ETAILS, SHEET 10
FORASTRAGAL
24' MAX, O.C.
w MAX
x x� 4PAIRS OF
ANCHORS
x 21' MAK (TOTALS
D.C.ANCHORS)
PER JAMB
%k--T DETAIL JAMB
rI DETAIL
BELOW)
PNII PANEL
VMAK ANCHORAGE(SEE
I48' X 98' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) g. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES;
NON-STRUCTURAL
ANCHORS MAY BE ADDED
21"
MAX
O.C.
554'
MAX.
�2-TRACK
AS NEEDED TO ALIGN THE
HEAD OR SILL IF SPLICE
OCCURS AT THE P—HOOK
PRODUCT REVISED
•• P•mpNinR wllh Me Fbrltl•
BUI1tlInP Eo
NOA-No. 17.0420.12
¢xPln0on Dol 2/�7/2020
g.
Dy
:ENTERLINE - JAMBS & P-HOOKS: W MAX. FROM BOTTOM, 21"MAX, ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR
OF PANEL O.C. (PiWOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REQUOiES '-2-ANCHORAGE SEE°CS"CLUSTER ENO PANEL ANCHOR PAIR
CENTERLINE CENTERLINE
'CB°CLUSTER, BEE L.. DETAILS, SHEET IO L_ANCHORAGE
I DETAILS, SHEET II INTERLOCK FORASTRAGAL I OF(2 ANCHORS) g•
4.051" 3.5' I MAX.
—1
•
I
1�CENTERLINE •+2'ANCHORAGE CENTER!/NE
I OF PANEL 3 I OF PANEL 4
SEESHEETII FOR OTHER INTERMEDIATE ANCHORS
10]O lEpA2l03YCFNE
N VENILE Ri/1M I�
i RIIIM6I�0 I I Li
OF PANEL 5
ftltl.OFAUMQ9]GB I 11 I ,�I.I JCRICJ//UHLVM. JUU-LlVl llgl'Hli/
� • Ll \ \� J, L' NTS "%P + 22 PGM130
//; *_
:'r,
3.5"
i4m
�/ 2--TRACK FRAME HEADISILL
(USE WHERE
OR CLUSTER
OCKDR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
34
a
fXTE�RK
3-TRACK FRAME HEADISILL
ASTRAGALI INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, ^C41
4-TRACK FRAME HEADISILL
MAST RAGAL ORINTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
ASTRAGAL OR I (FOR SPLICE
INTERLOCK-, CONDITION, USE
CENTERLINE
'CT CLUSTER DETAIL)
r
� 7^
2.04'
EX OR 4' DIAG, . _4
EXTRgm
TBBB�RIttt"`
v
2-TRACK FRAME HEADISILL
V
�TRAHE OR
CLUSTER
6 CLUST R
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIREO,'Cfi'
ASTRAGAL OR (FOR SPLICE
INTERLOCK �'-I CONDITION, USE
CENTERLINE 'CG' CLUSTER DETAIL)
2D4'
). 4D6 '
EX�IOR r 4'DIAG. EXT,R,p
V 3-TRACK FRAME HEADISILL `�
a ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C6')
ASTRAGAL OR II (FOR SPLICE
INTERLOCK-�I CONDITION, USE
CENTERLINE i •C6' CLUSTER DETAIL)
4'
E%fnER10R
v
4-TRACK FRAME HEADISILL
KaT ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'C6')
CFAT.OFAVNLM=
BLAB.
fi'MAX. III 1
5.84'
-2-TRACK
FRAME JAMB 8'MAX.
ANCHOR PAIR
4-TRACK
DIAG. FRAMEJAMB
ANCHOR PAIR
2.04'�Y-`"�
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX, TRACK(04T. SHOWN)
O.C.
NOTES:
564' 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
e'MAX 2. FOR HEAD OR SILL SPLICE
�� LOCATIONS/ANCHORAGE AT
I 3TRACK FRAME JAMB RHOOKSEESHEETS.
ANCHOR PAIR PRODUCT REVISED
compry In5 Wih ft. FleH4a
FOR SPLICED S.W., Cp4c
C0ND NSNS ONLY: NOA-No. 17-0420.12
ASTRAGAL OR SPLICE LOCATION
2,04•
INTERLOCKIF NEEDED 2D4'
-
CENTERLINE
1.76
9XnR
21'
. pl MAX.
O.C.
2.64•
z1•
5.64' MAX.
r aR•
O.C.
1— 7' 1
2-TRACK FRAME HEADISILL
_ASTRAGAL OR INTERLOCKOR INTERLOCK
(USE WHERE S CLUSTER
ANCHORS ARE REQUIRED, 'CO-)
ASTRAGALOR SPLICE LOCATION
INTERLOCK-1IIF NEEDED
CENTERLINE LL ��3.r
I-.— 7' -4_.j 1
2.04
3.6'
ASTRAGAL OR (FOR SPLICE
nJ CONDITION, DO NOT
=coO
nCK I USE THIS DETAIL)
4-TRACK FRAME HEADISILL
Co] ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'CB')
WITH & WITHOUT SPLICE CONDITION
s4 m I NTS 1 10 22
POT0130
* i No. E8705
A.
2.04' 2.04" INlERWR 2.04' INTERIOR 2.04' '-I-ANCHOR
1NTEROR INTERIOR 7'
8.12' 4• DIAG. 8.12' 4' DIAD. 0.04°
3.5° 3.5'
INTERIOR 3 wrlROo B 3 7• ERIO 1 , nrtEwoR 1 • I CENTERLINE
EJITERWR Tewoa 4' DIAG. 4' DIAG. OF PANQ
3.5° 4•. 3.6" 4- 3.6- 4. "+2'ANCHOR
2.04° TE% ERIOR 2.04' ntrERaR 4• 2.04' Ex1ERr10g 8.99'
2.04' ez EwoR 7'
SO- CORNER BO' CORNER 135- CORNER 136' CORNER 2.04' 4' DIN
2-TMCK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5- 1
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 CLUSTER I CENTERLINE
ANCHORS ARE REQUOTED,'M ANCHORS ARE REQUIRED,•CB') ANCHORS ARE REQUIRED, -CD MCHORSAREREQUIREO,'C8') OF PANEL
4.08'
ll+ E INTERIOR
�ER� 4.08' •ai'ANCHOR '+3'ANCHOR
INTERIOR 4" 3.6•, INTEROR 7.41'
0 7- 135' 2.04- 4'DIA(
.3 EXTERIOR
3.5' S.
4.08' 4.08" 7° 7"
6.3T G. 6.37• CENTERLINE
CENTERUNE 1 OFPANEL
3.5" 4- 3.5' OFPANQ INTERMEDIATE
TEANCME HOR LAYOUT
ON INTERMEDIATE ANCHOR LAYOUT
%TEwo 7' y EXTERIOR 7' 4" INTERIOR �L Y2'ANCHOR
E%t OR
4.
BO° CORNER 736' CORNER E7 yIEWS
3•TMCK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V
('CB' ANCHOR CLUSTER REQUIRED ('CB' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4'DIA PRODUCT REVISED
6.... Clop with @. Plana.
A
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4• .�
BO'CORNER 13S'CORNER IFOFPANEL �� ,1: y10ENyF •., ((
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL a .k t NO, SBTOS •�
('CB" ANCHOR CLUSTER REQUIRED ('C_B' ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT =
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) — *_
NOTES: (3-TRACK SIMILAR)
1. ALL DIMENSIONS SHOWNARE BASED ON MWOAUMALLOWEO, lam TEawa0Oy0weE wr 'AO-.((�� 8TA o�l �i••,�q.
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE xvEwrF rtatna ANCHORAGE EXAMPLE CLUSTERS '.GCS•'•...... ,.•'�C��:
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ON04m•laoo
en. - cERr.a%AuOt otue SERIES 770ALUM. SOD-LM IMPACT
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INSTALLATION DETAILS
EDGE DISTANCE:
SEE TBLE A, SEEP,
1 SHIM
iEE TABLE A, I I �1 ilL,jl I '
SHEET 1 : /
2XWOOD WOOD ANCHOR TYP..
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE3,SHEET11' &TABLE A, SHEET
®12-TRACK FRAME HEAD
.WOOD INSTALLATION
WOOD ANCHOR TYR. 2X WOOD
SEEANCHORNOTES TYP ..SEEANCHOR
&TABLE A, SHEET NOTE 9, SHEET
SEE ANCHOR
NOTE 6, SHEET
1 (1/4' MAX)
FJRERTO 1
2.11,0—
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TBLEA, SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE3,SHEETI r
EMBEDMENT: SEE TBLEA, SHEET 1
EDGE DISTANCE:
SEE TBLEA, SHEET 1
2.1/16"
1/4'
r MAX.
1 SHIM
TYR, SEE ANCHOR L
NOTE 3, SHEET 1
E3-TRACK
ew WOOD IN
WOODANCHORT/P.,
SEE ANCHOR NOTES
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET I
2-1/16"
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4' 1.ALLDIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FORAM FRAME
TYPES PER TABLEA
WOOD ANCHOR TYP.,
FRAME
TALLATION
METALTYP., EMS ANCHOR TYP.,
9HEET1 '
SEEANCHORNOTES
SEEANCHOR SEEANCHORNOTES
&TBLE A, SHEET
NOTE 4. SHEET &TABLE A. SHEET1
' DIAGONAL O.C.
HEAD
4-TRACK FRAME HEAD
MIN4'(SILL)
METAL INSTALLATION
OR 6' (JAAMS) MB)S EEE
2X WOOD
SMS ANCHOR TYP., METAL TYP.,
DETAILS, SHEETS 10 & 11.
SEANCHOR
SEEANCHORNOTES
EE
7NC
IV NOTE
SEE HEI7NOTE4. T 1
,MIN. OF 3 THREADSONO
•NI " I•17 III
Apj
NOW 5 p],—THE METAL SUBSTRATE
(1W MAX.)
EMERIOR
a 2-vie
EDGE DISTANCE:
SEE TABLE A, SHEET i
EMBEDMENT; SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
2X WOOD
SEETABLEA,
TYP SEE ANCHOR
—• SHEET 1
2-1/16"'
NOTE3,SHEETI
&TBLE A, SHEETI—gt)I(/11L)I
EMnF3UOR I���I�W���I��V�W����I
V 1/4-MAX SHIM �-IF�-
2-TRACK FRAME JAMB
WOOD INSTALLATION
Il'✓ti��I3a}7
EDGE DISTANCE:
SEETBLEA.
SHEET
2-1/16-
E%TEBIOB I II
a
EDGE DISTANCE:
SEE TABLE A. SHEET 1
4-TRACK FRAME SILL
Pu METAL INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET 1
PRODUCT REVISED
*.F compllylnsc wIN teo Fl.d"
NGA-Ng op-xo. 17-0420.12
EDGE DISTANCE:
pl.ttm 0n1n 02117/2020
SEE TABLE A
METAL TYP.,
SHEET
By
SEE ANCHOR
Mla - mud on r
NOTE 4, SHEET 1
2-1/16"
SMSANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
WOODANCHORTYR,
ANCHOR NOTES
1E
TABLE A, SHEET
E R
F
fl
RRq
V 1/4-MAXSHIM—�-II-+—
1/44"MAX SHIM
cEm.lYAYIM/IDEtl
s m I AITS 1 12 + 22
MIN. OF 3
THREADS
BEYOND THEMETAL
III
��`aaS�NY LYN^
•JCEN:
SUBSTRATE
:� Q',•':'
>t No. S6106
A.
CONCRETE EDGE DISTANCE: SEE
PERTABLE TABLE A, SHEETI CONCRETE
A, SIiEETi 2-1/1B°' PERTABLE
y ASHEETI
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEETABLE A. SHEET 1 CONCRETE
2-1/1fiT PERTABLE
A,SHEETI
ABEDMENT: J i 1/M4, EXI R I A 1'll II Y L 1/� ENTERiCR
:E TABLE A, u m.-�
SHEETI SHIM SHIM
PROPERLYSECURED IX CONCRETE ANCHOR TYR. PROPERLYSECUREDI%I�C�ONCRETEANCHORTYP.,
WOOD BUCK TYP., SEE SEE ANCHORNOTES& WOOD BUCKTYP., SEE E ANCHOR NOTES'&
ANCHOR NOTE 3, SHEETI TABLE A, SHEET? ANCHOR NOTE 3, SHEET I TABLEA.SHEETI
®2-TRACK FRAME HEAD ® 3-TRACK FRAME HEAD
CONCRETE INSTALLATION CONCRETE INSTALLATION
- EMBEDMENT: SEE TABLE A, SHEET I
NOTES:
EDGE DISTANCE:
1. ALL DIMENSIONS
SEE TABLE A, SHEET 1
SHOWN ARE BASED
ON MIN. ALLOWED.
�24118"
1/4'
` DIAGONAL O.C. IS
MAX.
MIN 4' (HEAD & SILL)
- 1 SHIM
ORB"(JAMB)SEE
' 7
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED IX CONCRETE ANCHOR NP.,
W000 BUCK TVP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET I TABLE A, SHEET
4-TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES&
TABLE A, SHEET
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLE A, SHEET
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET I TABLE A, SHEET ANCHOR NOTE 3, SHEET
SEE ANCHOR
NOTESi45HMT)�
T
EXTEROR 1 +-
SEEANCHOR
NOTE fi,
SHEET 1
(1/4"MAX)
J. EXTERIOR �� 5 ,( 4
SEEANCHOR
NOTE &,�
SHEET 1
I (I14'MAX)
1 E 5MOR
a2-0/18••'
,
1
? l
CONCRETE
2-1/1fi°•
PER TABLE
EDGE DISTANCE:
SEE TABLE A SHEETI
EMBEDMEN7:SEETABLEA SHEET I
CONCRETE EDGE DISTANCE: CONCRETE
PERTABLE SEE TABLEA.SHEETI PERTABLE
A, SHEET I EMBEDMENT: SEE TABLE A SHEET A. SHEETI
EDGE DISTANCE: X SHEET I
SEE TABLE A SHEET
EMBEDMENT: SEE TABLE A, SHEETI
FRAME SILL FRAME SILL
®4-TRACK FRAME SILL
®2-TRACK
CONCRETE
®3-TRACK
INSTALLATION Ec CONCRETE INSTALLATION
a CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEEI
CONC./CMU ANCHOR
TABLEA, SHEET I I —�I.
DISTANCE:
TYR, SEE ANCHOR
PROPERLY SECURED
:%
EDGE
NOTES&TABLEA,
IXWOOD BUCK TYP.,
5''
SEE TABLESHEET1 A.
SHEETI
SEE ANCHOR NOTE 3,
SHEET 1
SHEET 1
TYP., SEE ANCHOR
NOTES & TABLE A
SHEETI CONCRETE
EXTEI7RIOR OR CMU
Vi/4-MAX. SHIM'. `-II+ PERTABLE
�2-TRACK FRAME JAMB
. CONCRETE/CMU INSTALLATION
1X WOOD BUCK TYP..-
SEEANCHORNOTE% pp
SHEET !
IOR
V 11V MAX. SHIM
EDGE DISTANCE:
SEE TABLE A.
'. 9HEET1
EMBEDMENT. SEE
TABLEASHEETI
PROPERLYSECUREO
1X WOOD BUCK TYP.,
ecv eNnuna NnTcn
•]'.
...
EDGE DISTANCE:
SEE TABLE A,
SHEETI
I
PRODUCT REVISED
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NOTES & TABLE A
SHEET 1
CONCRETE
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PERTABLE
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A SHEET i
1/4" MAX. SHIM
P-0116••
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A, SHEET 1
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FRAMEJAMB
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�MBEDMENT: SEE TO PREVENT
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WOOD ANCHOR TYP.. INFILTRATION
SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET 1
SEETABLEA, (ALSO SEE TYP.
SHEET 1 1 ILLUSTRATION. SHEET 9)
L E= DISTANCE: SEE
BLE A, SHEET EMBEDMENT:
y SEE TABLE A,
E9 I SHEETI
EX ERIOR
PMOOK SEE ANCHOR
NOTES
� P4iOOK
SEE ANCHOR NOTES CONCRETE OR
$ TABLE A, SHEET 1 CMU PER TABLE
(ALSO SEE TYP. 2.893"MIN. A,SHEETI
ILLUSTRATION; SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS WOOD INSTALLATION
NSTALLATION #24.
EXTERIOR MOUNTSHOWN.
(SEE TABLES IA, 2A & 3A MAYALSO BE INSTALLED IN
FORWATERRATINGS) INTERIOR CONDITION
METAL TYP.,
SEEANCHOR
P-HOOKMOUNTING
EMBEDMENT: BEE
CONCRETEOR
NOTE 4, SHEET 1;
ADAPTER SMS
TABLE A, SHEET 1
CMU PER TABLE,
MIN.OF3THREADS
ANCHOR TOT SEE
A, SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
(ALABLEE
EMBEDMENT:
TYP.�1
ILLUSTRATION,
SEETABLEA;
EMBEDMENT:SHEET9)
SHEETI
SEE TASI-F A.
DISTANCE: SEE
SHEET 1
E A, SHEET I
f I Cf l
P-HDOK SMS ANCHOR TYP., E�
SEE ANCHOR NOTES n
& TABLE A, SHEET 1 V
(ALSO SEE TYP. tEDOE
893'MIN.
ILLUSTRATION,SHEET 9) IN.
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19. #21, 923 OR 025.
METAL INSTALLATION EXTERIOR
(SEE TABLES IA, 2A& 3A MOUNT
FOR WATER RATINGS) ONLY
CERT.OFAI Ml 99
EDGE
DISTANCE
CONCJCMU
ANCHOR TYR, SEE
29
ANCHOR NOTES &
TABLE A, SHEET 1
':.•ti
IA/4 MIN. EDGE DISTANCE
f''(E` :.)f.�1'
EXTERIOR
28
P-HOOKMOUNTING
'•�''-�;;j
.':�<4. •�:�.
ADAPTERCONCJCMU
':.
'. . i,: •,
ANCHOR TYP.. SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A, SHEET
TABLE A, SHEET 1
(ALSO SEE TYP,
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY
SILL RISER
Jn PARTS #18,420, #22 OR#24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A& 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDMON
P-HOOK MOUNTING
EMBEDMENT: SEE
ADAPTER CONCACMU
TABLE!, SHEET
ANCHORTYP.,SEE
.. ... ..
•.,i�? f
ANCHOR NOTES&TABLE
l:(
A,SHEET
J'�i5..
(ALSOSEE
,'.1
•` 1:^"^--I: <
i • :..
ILLUSTRATION, SHEET 9)
1.11N' MIN. EDGE DISTANCE
P-HOOKRTYP., MU� E IMFt
ANCHOR TYP., SEE fl
ANCHOR NOTES&TABLE V
A. SHEET 1 2,893' MIN,
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
VP -HOOK FOR USE WITH BOXSILL RISERS
Ka pARTS#18 021 #23 OR#26
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A&3A MOUNT
FOR WATER RATINGS) ONLY
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3.
SHEETS 8-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
as complylap with the Florltla
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NOTES: SHEETS 12 & 13
7) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFABLE. SEE DP/ NS'AS
APPLICABLE. SEE DP/ANCHOR
TABLES. SHEETS FOR MAY,
X.
SECTION
DETAILS SEE
SHEETS 18 & 19 FOR SECTIONN
DETAILS AND SHEETS 1'FOR
INSTALLATION DETAILS..
EACHLOCK
LOCKSTILESLOCKING I10) AT
INTO
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OR ASTRAGAL. 11
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK I
COMBINATIONS PER DP/AN( HOR
TABLES. ,i
SILL DETAIL'D', SHEET 1 B;
INSTALLATION DETAILS
'OW &'De, SHEETS 12 & 13
DETAIL
MAX. UNIT_
WIDTH
MAX.
NOM. PANEL WIDTH
TYP. PER TABLES W
ExTERip `
90"
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11 18; INSTALLATION DETAILS J
X L
'GW &'Gd, SHEETS 12 & 13 IWOLD WIDTH - NOM. PANEL WIDTH - 7"
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EXAMPLE: 90' INSIDE CORNER 4 PANELS - XXIXX PANEL HEIGHT - DOOR UNIT HEIGHT -1.866"
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125
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127
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ASTRAGAL
HEADER DETAIL'A', SHEET
HEADER DETAIL'A', SHEET 18;
DLO
DLO
SHEET /8; INSTALLATIO
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18; INSTALLATION DETAILS
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L2, SHEET 19
'AW 8'Ac', SHEETS 12 8 7�
SHEER I2&13
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' RHEA ,ER DETAIL -
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'FW & -FC', SHEETS 12 & 13
JAMB DETAIL'GT, SHEET
IS; INSTALLATION DETAILS
'GW &'Gd, SHEETS 12 & 13
M'. SHEET 19
90' OUTSIDE CORNER
DETAIL 'N1', SHEET 19 &
CORNERANCHORAGE
( INT9RD
ezrealoa NOM. PANEL
WIDTH TYP.
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UNITWIDTH 13
HEADER DETAIL'C', SHEET
18, INSTALLATION DETAILS
'CV &'Cc', SHEETS 12 & 13
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VISED
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SIZES K DESIGN PRESSURE.
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3. 90' ASTRAGALS TO
'(#61), CORNER RECEIVER
EXTERIOR (#119) OR
SHEETS 6-8 FOR PANEL
SHOWN OR CROSSED OFF
FOR ANY CONFIGURATIONS
USE HEAVY-DUTY STILES
(#118) AND EITHER
INTERIOR (#120) CORNER
6LE STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
4. 135°ASTRAGALS
TO USE HEAVY-DUTY STILES
ZS OPTIONS
.292'
(961) AND CORNER
`.232-
ADDON (031).
z92• e%rEwOR
1.292" EXTERIOR ,pB2•
EXTERIOR .083' 4.p6fi"
ag,308"
2.6`fi6•
fiBT ��d 1
77
IT' ZD LOW.SJLL ISE2-1/2 FLAT 22 MEDIUM, 3-114" 24 HIG�_4'SILL RISER, FLATER FLAT'
60'
lfip'
]50" E%TERIOR
EXTERIOR a ..PB2"
EXTERIOR a .082"
0p8' � p0a• 4O6b•,
3.3I{D6" 1
.082"
�( 9
IDX�• �1 LOWLOW ZIS�RE/2 BOX 29 MEOIUMRISER,
SILL 26 SILL HIGH, ft�ER. BOX
31/4oBOX
PRODUCT REVISED
oannmPlyyinggwllM1iM1OFIONtln
""Nis, Cutle
NOA-No. 17.0420.12
Expiration Polo 02/17/2020
_.
ro oc on ro
\\tll 11 llll!]
a
*. N.. 88708 'p
=NjQ
,LID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS
OF •��D,
PANEL TYPES
SERIES 770 ALUM SCaD-LM IMPACT
]E
,11110 .•
sZm
NT5 97 -22
M
PGTo13o C
A.LTNN MILLLR,P.E.
REX SBIp9
ASSEMBLY DETAILS
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
FULL LENGTH
14 ¢.- 1G5 OF JAMB b
14
W oR e1
Gt 80 OR 81
G3
2-TRACK JAMB
1 2-TRACK JAMB
(SHOWN
L CLTF# 05
WITH
6"LONG
106 (Ri ER#108
OPERABLE
113
(SHOWNIWIT
1, MIDSPAN (BROWN WITH
PANEL)
S FIXED PANEL TO FF��E%rERloR faa
4681u>-11
- THE INTERIOR) V-
1t3
-DEXTERIOR
10 6
112
6#mx3la•
123 FULL LENGTH 0
OFJAMB 2-TRACK JAMB
EMS. X3
2-TRACK JAMB
CLIP BO OR 11 Is fii 62
W/SCREEN
a"LONG W/RETAINER #123
(9t .I (SHOWN WITH
e0
MID SPAN J FIXEDPANELTO
3 OR 31 THE EXTERIOR) b3
uuMu'--�I'tAENIE
'0 1'j
11211 SEEDETAILONSHEET16 VEXTERIOR
t21 SEEDETAILONSHI
E%TERIOR
a
SHOWNWITHi 2-TRACKW/SCREEN
OPT. SCREEN' �FRAMEHEAD
TRACK;
EXTERIOR
a
100 FULL PANEL JAMR LENGTH
AA 600R81 105
158K0]-R1 t]
51 0 6
0 5 SEE DETAIL GI
FOR FIXED
PANEL CLIP i581o]•Ri
SEE DETAIL G2
tea _ FOR FI%ED
PANEL CLIP b w3 so GR st
fi
8
coo 81 fT E%TERIOR
EJOR 10,Ep'jJ_RI01TI EX]EPIOR V
S•TRACK JAMB S-TRACKJAMB 4-TRACK JAMB fa 4-TRACK JAMB
(SHOWN WITH (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
121 SEE DETAIL ON SHEET 15
MAX, UNIT
HEIGHT PER
TABLES 1.3
PRODUCT REVISED
as compygcaGewith the Flelltle
NUA-Ne. 17,0420.12
E%phatfon Date 02/1712020.
E%Tf 112 I( Il B U L_/�fEp},{II
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2-TRACK W/SCREEN
3-TRACK
4-TRACK
SILL
:�
* NO. 58708
FRAME SILL
E FRAME SILL
FRAME
? ,•'
• ITEM 811 SHOWN, ITEM80 ALSO APPLICABLE, SEE TABLES
13, SHEETS M FOR DP (PSF) ASSOCIATED WITH STILE.
o
fo)NT tAVG(O 4WV(:
ryd1)160.1600
�R'
VERTICAL SECTION DETAILS
:i�SS/A[O...... •'G�C� �
'g1�NAL
cERS OFMTA class
SERIES 770 ALUM. SGD-WINDOW-LMI
ENo`
JR aabsn c NO CHANGES THIS SHEET
cmwa .No l
s— — — n.MenM6LER,
P.E.
SUS mu
__,.-
xt.mlms_vrc ®
aanowtNGsw NTS 18 a 22 PGT0129
C
P.ExSsms
(SEE SHEETS 1214 Fb� FOR INSTALLATION DETNLS)
fL EXTERIOR
EXTERIOR
a
STANDARD ASTRAGAL#67 -
HEAVY-DUTY ASTRAGAL#68
8
L1 WITH STANDARD STILES #60
WITH HEAVY-DUTY STILES #61
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
8135o OUTSIDE CORNER
Ot 2-TRACKSHOWN
LEFT. OFAHM.�
QINTERIOR
GO' OUTSIDE CORNER 90' INSIDE CORNER
rvI 2•TRACKSHOWN (UTRACKSHOWN
NWRIOR
v EXTERIOR
135' INSIDE CORNER
0 2-TRACKSHCWN
NTS 1 19 a 22
.INTERIOR
INfERKKi
TINTERLOCK
. ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM #80
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1.3, SHEETS 8.8 FOR OP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
ae comvlXyin9 with the Florida
NOA-No. 17-0420.12
GplraNen Coto 02117l2020
3
#. Nc,58708
110. srkr a 1 :
i tCs'•�TORIOI!, N
ENcl
A. LYNN NILLER PE
P.151 Wm
5.0 9," 8.562'
i
.080-
�4
0.081" 02-TRACK HEAD 10 4-TRACK SILL
6063-TO AL (6063-TB AL)
8.196'
1.211'
0.081" O2-TRA6K HEAD W/SCREEN TRACK
(6063-I6 AL)
7.106" -
1.211"
I
0.081' O9 3-TRACK HEAD
(6063-T6AL)
8.520'
a.DeD. 4i
l
5-
03-TRACK SILL
(6063-T6AL)
6.221-
0.090"
1.60fi"
O6 2-TRACK SILL W/SCREEN TRACK
(606 46 AL)
9.142
4.49'
0.080'
1.211• 1.60nF
6"
O,OB1° Oq 4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (8063-T6 AL)
j 1.514 0.060•
0.062"
1.280'
0532° 0.760'
0.080' 1.516" 1.990"
BOFRAME HEAO/JAMB SCREEN FRAME SILL SCREEN FRAME S ILL SCREEN
A00-ON 12 ADD -ON 13 END ADD -ON
(6063-T6AL) 6083-T6AL) (6063-T6AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
OR3/16"MASONRY OR3/16"MASONRY
SEE SHEET 17 FOR SILJ RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24' MAX O.C.
CPM. NFANM. k0399
S2•TRACKJAMB W/
15 SCREENTRACK
(6063-TO AL)
14 3-TRACK JAMB
6083-TO AL)
xm.
K(RUSIONS
ERIES 770 ALUM. SGD - LM IMPACT
r. a -
sgo-im NTS 11 +72 PG70130
1.872"
0.062'
9.6er
SCREEN
40 STILE
(6063-T6 AL)
5.069"
-y 1.046°
7.983'
U:
0.082°
1h 2-TRACK JAMB
EEN
SORAIL
(606-T6AL)
6PT6AL)
ti 4-TRACK JAMB
(6063-T6 AL)
0.875"
1.993'
L 0.002'
SCREEN
46 BOTTOM RAIL
(6063-T6AL)
PRODUCT REVISED
9s....l In9 Ith the N.M.
411UNIg Cotlo
NoA .. 17-0420.12
* No. 587U5
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