HomeMy WebLinkAboutNOA- WINDOW SINGLE HUNGBY
MIAMI•DADE St Lucie Count
MIANII-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and'regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AIM.
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section.(ln Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense .of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAN 15-0519.08 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. 16-0714.06
M1AMt DADS COUNTY �� d FILE Expiration Date: March 26, 2021
"' ' A t
P
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 F dated 05115116, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and- installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal° spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 0 7-0322.06)
3. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FT1-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No.07-0322.06)
Manuel Per E.
Product Control E er
NOA No. 16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 18, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED
B. TESTS wowmruED)
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. 07-0322.06)
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 fun frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4947 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-4948 and FTL-4646, dated 08/10/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
V 6�94i
Manuel P ez,,1?.E.
Product Control !Miner
NOA No.16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 18, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.08)
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.14-0423.17 issued to Eastman Chemical Company (MA)
for their "Safiex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
2. . Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5* Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.08)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.08)
3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07 0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947,
FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and
expiring on 03/26/21. d
Manuel Pe ez, .E.
Product Control E am' er
NOA No.16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 18, 2016
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE ®PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY BUTACITE® 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 .090" KURARAY BUTACITE ®PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE °PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13/16" LAMI IG: (1) LITE OF 1/B" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
WITH A .090" KURARAY BUTACIT�PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A
.09D" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND W16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF 3116" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13116" LAMI IG: (1)LITE OF 116" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS
WITH A .090" KURARAY BUTACITE BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13116" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A
.090" KURARAY BUTACITE` PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
STANDARDS USED:
�2014 FLORIDA BUILDING CODE (FBC). STH EDITION
�ASTM E1300-09
.ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2010
-AISIS7 00.07/S2-2010
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTI- 4723, FTL-4957, FTL-4958 AND FTL-5063.
ANSI/AF&PA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & 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-L) ARE ALLOWED.
'0 TECHNOLOGY DRIVE GENERAL NOTES
N. VENICE, FL 34276 Fv
P.o.eoxlsze - ALUM. SINGLE HUNG WINDOW, IMPACT
NOKOMIS. FL 34274 Wifbly Bm- ask reoe.t -N sore
sH7oo AITs T � 11 aoao-zo
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ............
2
DESIGN PRESSURES.......3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS............
5
PARTS LIST .......................
6
EXTRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE ....................
8-11
PRODUCT REVISED
03 con)plylug with the Flo"
Buildiug Code
A=ptum No Ifp" 1 t
O .O
"iinti . Date ' ]
.y v u
Nni nde Pmd-t C-11t
A. LYW MILLER, P.E.
FL P.E.# 58705
STI
POLYIS,
WITH C
EXT.
1/2" NOM.
GLASS BITE
Part#
Description
Material
71
Kommeding 4SG TPS Spacer System
See this
Sheet for
Materials
72
Quanex Super SparernXTwith Hot Melt Butyl
73
Quanex Dwaseal Spacer
74
Cardinal XL Edge Spacer
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" NOM. 7/16" LAMINATED
5/16" LAMINATED GLASS 60,81 or 82 7/16" LAMINATED GLASS 83,84 or 85
71-74 71-74 aExTALLS INTERIOR[
_ 1 (ALL SECTIONS)
"PVB" =
KURARAY BUTACITE
1/2" NOM. 1/2" NOM. PVB INTERLAYER
GLASS BITE GLASS 46 BITE or
SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
70 38 70
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER .090 PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 311 WANNEALED OR HEAT STRENGTHENED GLASS
5/16" LAMINATED 7/16" LAMINATED
AIR SPACE AIRSPACE
1/8" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS
13116" NOM. 13/16" NOM.
13/16" LAM[ IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
KODISPACE
77 4SG TPS
STRUCTURAL
SILICONE
OM. FOAM
WITH
DESICCANT
EXT. GLASS—/
BUTYL
"NOM.
Burn a
DESICCANT
FOAM
EXT. GLASS— .
GLASS
SUPER
72 SPACERONXTT"
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED _
STAINLESS STEEL
EXT. GLASS
DESICCANT FILL AREA
5116" NOM.
r SILICONE SEAL
�v `INT. GLASS '<` \—INT. GLASS
73
DURASEALO XL EDGETM
SPACER 74 SPACER
'0 TECHNOLOGY DRIVE
GLAZING
N. VENICE, R. 34275
TLUM.
$II
911-1
1529
P.O. BOX�
X
NOKOMIS, FL 34274
Visibly Better
Full 1 2 d 11
NOTE:
LAMI IG OUTBOARD
LITES MAY BE
UPGRADED TO 3/1 &'
WITH NO CHANGE IN
DESIGN PRESSURE.
PRODUCT REVISED
m complying with dw Flodd9
Du11di0a Code 1 -� lQ-.bh Acccpfsna No 1n�
Ex iml' DWe �+'4
Dy
Miami "de Product No
Z.
�j 1lli: i(li��
IMPACT
a.r. A. LYNN MILLER, P.E.
4040-20 F FL P.E.# 58705
IM FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 68" 70" 72"
74"
TABLE 1.
76"
48"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0 1
-80.0
+80.D
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
1 -80.0
60"
A,B,M
+80.0
-80.0
+80.0
-B0.0
+80.0
-80.0
+80.0
-80.0
+60.0
-80.0
+80.0
-80.0
+79.0
-79.0
62"
A,B,M
+80.0
1 -80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+78.8
-78.8
+77.3
-77.3
+75.9
-75.9
53118"
A,B,M
+80.0
-B0.0
+80.0
-80.0
+79.6
1
-79.6
+78.2
-78.2
+76.9
-76.9
+75.4
-75.4
+74.0
-74.0
UP TO 53118"
C,D,E,F,G,H,I,J,K,L
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+60.0
•80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 31W' 44" 60 618" 1 63" 1 72" 74" 76"
q8" A,B,M +&
60" A,B,M +8i
ST, A,B,M +8
63 118" A,B,M +8
UPT063118" C,D,E,F,G,H,I,J,K,L• 1 +8
CUSTOM VIEW & RADIUS TOP FL
BASED ON FLANGED WINDOW TI
WINDI
WIDTH GLASS TYPE 1 171/8"
53118" D,E,F,J,K.0& +80.0 1 81
"O"
MEETING RAIL
HT.
SAS
HT. MEETING RAIL
"X" �H
4GE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3.
-TO-TIP FRAME DIMENSIONS WIT,
I HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) "O. MINUS
2211116" 28 3/16" 33 314" 39, 6116" 4413/16" 60 318" 6516116" - SASH
+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT.
MEETING RAIL
TEST REPORTS TABLE 4. SASH
8 23 4957
GLASS TYPES:
A. 5/16" LAMI - (10&.090,1/8"A)
FTL4647, 4648, 4723,
B. 5/16" LAMI - (1/8"A,.090,V8"HS)
FTL-4647, 4648
C. 5/16" LAMI -(1/8"HS,.090,1/8"HS)
FTL-4647, 4848
D. 7/16" LAMI - (3/16"A,.090, 3/16"A)
FTL-4645, 4885
E. 7/16" LAMI - (3/18"A,.090, 3116"HS)
FTL4645
F. 7/16- LAW - 3/16"HS,.090, 3/16'HS)
FTL-4645
G. 13/16" LAMI IG -1/8" T. AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A)
FTL4646, 4723
H. 13116" LAMI IG - 1/e" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS
I. 13116" LAM] IG -1/8" T. AIR SPACE, 5/16" LAMI - 1/8"HS,.090,1/8"H$
FTL4646
FTL-4646
J. 13/16" LAMI IG -1/8" T. AIR SPACE, 7116" LAMI - 3116"A,.090, 3/16"A)
FTL4649, 4650
K. 13/16" LAMI IG - 1I8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116"HS)
FTL-4649, 4650, 4958
L. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.09D, 3/16"HS)
FTLA649, 4650
M. 13/16" LAMI IG-1/e"A, AIR SPACE, 5/16" LAMI- 0/8"A,.090, 1/8"A)
FTL-5063
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. 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 C. G. H, AND I MAY BE USED IN SASH ONLY
Revtl By. [-.1E1110
1070 TECHNOLOGY DRIVE DESIGN PRESSURES
N. VENICE, FL 34275P.o. eox+sze ALUM. SINGLE HUNG WINDOW, IMPACT
NO .O. B9 FL 34274 1�lsJ11/y BCIteYease-a.ft-
srlmo NTS 3 a 11 4040-20
J.J. Z23107
PRODUCT REVISED
as mroph'i08 with ft rlod&
Aamopuww N. IG-0714
. �lllllllj4;.
a"
A. LYNN �uIILA P.E.
FL P.E.# 58705
531/6" MAX. FLANGED WIDTH
49 518"MAX. FIXEJD521/8" MAX. I.F. WIDTH
49 518" MAX. FIXED
DLO (ALL) D
75" MAX.
SEE DLO O I.F.
TABLE j D —J HEI HT SEE
L �76" MAX. TAI
TA ;EEDE X / I HEILO �GHs
(MAX.) SASH
VENT DLO (ALL)
DETAIL A
1/1
TABLE
B
76" MAX
I.F.
HEI 33HT
SEE DLO SEE
TABLE O TA
76" MAX.
FLANGED
HEI HT
2a"
SEE DLO TABLE X j I SASH SEE DLO
HEIGHT
X j
75" MAX.
A I.F.
HE[ HT
76" MAX.
FLANGED
HEI HT
STE
NO 4
DETAIL B
VIEW (STANDARD SASH)
E�
I1 75" MAX.
I.F.
E� HEI HT
DLO
tLE O
76" MAX.
FLANGED
HEI HT
20"
TABLE X j SASH
HEIGHT
B
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
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 S C) ARE BASED ON A THREE OVER TWO FORMAT.
C�
1
C
SEE DLO
TABLE
O j
L
SEE DLO
TABLE
X
DETAIL C
RADIUS TOP (STAND,
lD TECHNOLOGY DRIVE
N. VENICE. FL 34275
P.O. BOX 1528 —ALUM. SINGLE HUNG WINDOW, IMPAC
NOKOMIS. FL34274 Wsibly Better """lapel sue. 4 —`�
srl7oo IVTS 4 � 11 4040-20
76'MAX.
I.F.
HEIGHT
76" MAX.
FLANGED
HEIGHT
is E
NO E 4
PRODUCT REVISED
m complying with dw Yk"
Builduig Cods
/Ec<eP1ga�;eti� I6-0
hi ami a e lamduct
01!{ll ittt!
A. LYNI� IuiILLER, P.E.
FL P.E.# 58705
F:�
MAX.
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYLIGHT
I�-2.784"— l
INSIDE
7,8OR1
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH.
INSIDE
MA VENT DAYLIGHT OPENING
I I L
N << NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
9,10,11,15,16
> 2.710"
OUTSIDE
MAX. FIXED LITE DAYLIGHT OPENING
r. MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
Ell
47
Irr
2. 46
� HIGH
SILL 2. 30
LOW
{.L
49 HIGH SILL 48 LOW SILL —L HEAD
68 2.719
I.F. FRAME (I
II vrsonucjrssvlsEo
53 W complying with the Rmidm
OUTSIDE I B041n®Codo
A o twee No W 6
�P
A�pimti Date t )
6
BY
53
erraduut
2.330"
2 946"ami
(HIGH SILL) 63
52 (LOW SILL)
SEE NOTE ABOVE
54 64
67
- '
3 80
ULTRALIFT
12
69 IFT
:,• ,;., . ;''
ONLY
12 ONLYULTR
ONLY SECTION C-C
SECTION B-B
RADIUS TOPALTERNATE HIGH SILL (HEAD DETAIL - FLANGED VERSION)
(�
(LOW SILL SHOWN)
R weay.
vsCe
R
1070 TECHNOLOGY DRIVE
SECTIONS
�� � ''. <o;;,cr, .. •' .- ,
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A
N. VENICE, FL 34275
P.o.soxts2s
NOKOMIS, FL34274
T
Visibly Better
Tr'r`
ALUM. SINGLE HUNG WINDOW, IMPACT
, "r"'•i.. '%i;
A. LYNN MILLER, P.E.
FL P.E.# 58705
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R^"a"^s
sH7o0
a-
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sm.e
5 d 11
4040-20
✓>
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amr«•
a
F.x
9/l/05
J.J.
2/23/07
ITEM
DWG.#
DESCRIPTION
PGT#
1
4002A'
FLANGE FRAME HEAD
612225
2
1155
#8 X 1.000 QUAD PN. SMS
781 PQA
3
4003C
FLANGE FRAME SILL LOW SILL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMB
612227
7
4025
SASH STOP
612244
8
4025 ISASH
STOP (EGRESS)1.125 LONG
612244
9
4029
SPIRAL BALANCE, 318", 618", OR 11116"
10
1 OBO
BALANCE COVER, 3/8" OR 5/8"
6BALCVR916
11
#8 X.750 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BAL.TBKT
13
1085/1086
SASH TOP GUIDE
42504
15
#8 X 1 PHILLIPS FLAT H EAD S. STL
78X1FPAX
16
1080-1
BALANCE COVER,11/16"
6BALCVR670
17 1
4053 ISASH
STOP COVER
64053
18 1
4029-1 ISASH
BRACKET
7ULBRKT
19 1
1#8-32
X1/2" LG. PH. FH. TYPE F S. STL
7832X12FPFX
21
4054C I
FIXED MEETING RAIL
64054C
23
4006C I
SASH TOP RAIL
64006 '
25
1 1235
JWSTP.,.170 X.270 BACK, FIN SEAL
67S16G
28
1 1096
JSVVEEP LATCH
71096
27
1 1016
48 X.625 PH. FL. SMS
7858
28
4007
SASH BOTTOM RAIL (LOW SILL)
612230
30
1226
WSTP., BULB VINYL
STP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAMI SETTING BLOCK 3/32"X25164"X1"
71622K
36
1052
LAMI IG SETTING BLOCK 1" X3/4"Xi/16"
71052K
37
1 1224
VINYLGLAZ.BEAD BULB (THICK)
6TP247W,K
38
1 1225
VINYLGLAZ.BEAD BULB (THIN)
STP248K
41
40398
GLAZING BEAD, 5/16 LAM. GLASS.
64039B
42
4044B
GLAZING BEAD, 5116 LAM] Wi'GRILL KIT
644703
44
4222A
GLAZING BEAD, 7116" LAM]
64222
45
1 985C
IGLAZING BEAD, 7/16" LAMI W/GRILL KIT
6985
46
4067
1 GLAZING BEAD,13116" LAMI I.G.
64067
47
4071A
FRAME, I.F. HEAD,
64071
48
4072A
FRAME, I.F. LOW SILL
64072
49
.4073A
FRAME, LF. HIGH SILL
64073
50
4074B
FRAME, I.F. JAMB
64074
52
4009
SILL LATCH (EGRESS) (LOWSILL)
764009
53
1088
SPRING, SILL LATCH EGRESS
7SPRNG
54
- 2740
ISILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SC R EEN FRAME (H OR. & VER.)
61014
56
1630
SCREEN CORNER KEYW/RINGS
71630
57
1631
SCREEN CORNER KEYW/OUT RINGS
71631
58
1073
SCREEN SPRING
]GASP
59
1624
SCREEN SPLINE-.135 DIAL FOAM
61624K
ITEM DWG# DESCRIPTION PGT#
60 1636 SCREEN SPLINE-.135 DIA HARD 61635K
61 SCREEN CLOTH 61816
63 505 GLAZING CHANNEL (.688 X.500) 6533402
64 1161 #6 X 1.000 PH. BUGLE TEK 706X1
67 GLAZING TAPE,1116 X 1/2 -7116 LAM] 62BV1510
68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051
69 4050A IFLANGE FRAME SILL (HIGH SILL) 64050
70 ISIL16ONE, DOW 899, 995 OR EQUIV.
80 A GLASS, 5116" LAM[, (1/8"A.090 PVB,1/8"A)
81 B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS)
.82 C. GLASS, 5N8" LAMI, (1/8"HS,.090 PVB,1/8"HS
83 D. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/8-A)
84 E. GLASS, 7116" LAMI, (1/8"A.090 PVB,1/8"HS)
85 F. GLASS, 7/16" LAMI, (1/8"HS,.090 PVB,1/B"HS)
86 G. GLASS,13/16" LAMI IG;1/8'T,AIR SPACE, 5/16" LAMI, (1/8"A,090 PVB,1/8"A)
87 H. GLASS,13/16" LAMI IG; 1/8'7,AIR SPACE, 5/16" LAMI, (1/8"A,.090 PVB,1/B"HS)
88 I. GLASS,13/16" LAM] IG: 1/8 T, AJR SPACE, 6/16" LAM], (1/8"HS,.090 PVB,1/8"HS)
89 J. GLASS.13/16" LAMI IG;1/8"T, AIR SPACE, 7116" LAMI, (3/16"A.090 PVB,3/16"A)
90 K. GLASS,13/16" LAM] IG;118"T, AIR SPACE, 7/16" LAMI, (3M6"A.090 PVB,3/16"HS)
91 L. GLASS.13/16" LAMI IG;1/8"T, AIR SPACE, 7118" LAMI, (3/16"HS,.090 PVB,3/16"HS)
2 784
I0
.062
47 FRAME, I.F. HEAD
#4071A,6063-T6
48 FRAME, I.F. LOW SILL
#4072A,6063-T6
2.908
PRODUCT REVISED
2.374 as complying wilh iho FIDFI& pfgDude A- I -0 14.0�
Aca:ptxnct No
L-. itxt' Ddt 7 J
.062 NOM Ey
THICKNESS 4.(71 Mimni dx PmdmtiowM
2. 1
M luurr
THICKNEICKNESB
50 FRAME, I.F. JAMB /•r,,.:••,;�;
OFRAME, I.F. HIGH SILL #4074B, 6063-T6
49 #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) �^ 6
PARTS LIST
'0 TECHNOLOGY DRIVE '•'
N. VENICE, FL 3d275 r`t),•`yEJ;:
-- AL fUM. SINGLE HUNG WINDOW, IMPACT �L
P.O. BOX 1529 �� s� - y..yyt� ne,< A. LYIfN`NIILL`ER, P.E.
NOI(OMIS. FL34274 T-Wbly Better sMOD NTS 6 > 11 4040-20 F FL P.E.# 58705
�2.784--{
T
1.363
J .062
O FLANGE FRAME HEAD
04002A,6063-T6
O FLANGE FRAME JAMB
#4004,6063-T5
(USED AS RADIUS TOP HEAD)
-+{ 1.342 ff
.062 2.155
8 8FIXED MEETING RAIL
#4054A,6063HD-TEAS
T062—E
3.446
-2.784—�j
69 FLANGE FRAME SILL (HIGH)
#4050A,6063-T6
062
2.830 2.330
I+--2.784-- I
O FLANGE FRAME SILL (LOW)
#4003C,6063-T6
1
.062 .490
�--1.513-� 738
.040
�1.451�
SASH STOP
SASH STOP COVER
17
7 #4025, 6063-T6
#4053, 6063-T5
2.279
I 1.979
1.707 .062
.062
I . FRAME
1 or 47
I 2
II
6 or 50
6 or 50
SEALANT ALONG ENTIRE JOINT
II -,— I.F. FRAME
' SEALANT GASKET v
AT HEADD AND SILL
I
VIEW D-D VIEW E-E
(1!1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
^ FRAME CORNER CONSTRUCTION
.05�
1.165
141�5 jj �� .678
1.096 -T
.062 1.349 GLAZING BEAD, 5/16"
a#4039B, 6063-T5
23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW)
#4006C,6063HS-T6 #4007,6063-T5
�r 05�
G78
1.096 11-I .--L�� T
44 GLAZING BEAD 7/16"
#4222,6063-T5
31 SASH SIDE RAIL
#4008. 6083-TS
� 2.326-
I
2.638 '
.062
68 SASH BOTTOM RAIL (HIGH)
#4051A,6063-T5
'0 TECHNOLOGY DRIVE
N. VENICE. FL 34275
P.O. BOX 1529
NOKOMIS. FL 34274
.678
.050-
1.115 ��---►�
45 GLAZING BEAD, 7/16"
#985C,6063-T5
(USED W! GRILL KIT)
EXTRUSIONS &
ALUM. SINGLE I
WELD
ALONG
SCREW
BOSS (2)
678
.050 -
isg6— ---�I�
42 GLAZING BEAD, 5/16"
PRODUCT REVISED
m romplying with the Platida
'A' I pl" 0ode k6.O
COP'ceId° t4 of0
Expire' Date �+�D21
#4044B, 6063-T5
(USED W/GRILL KIT)
Dy
Miami
9de Pmduct Con rd
.683 050
I—1+- -►1 1.097
46 GLAZING BEAD, 13/16" IG
#4067,6063-T5
t2r:61y Bever woo Half 7 a 11
IMPACT
4040-20
:90.
A. LYNNrM LLER, P.E.
FL P.E.# 58705
ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
SUBSTRATE: 28.603 1 34.603 40.603 46.603 52.603 1 58.603 64.603 76.000
ANCHOR TYPE:
N Z�MZ
0ZON0
N 0
1M0ONONUO
O
Z
NZ
c
Z
PZM
NOWINDOW
NO ZPONONO
U
Z
ON
c' OO
N Z
OVNU
�Z
M OQ
Z
'Z
O
GLASS
WIDTH
TYPE
UO
5
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
HIJKL
1 2
1 1
1r1
1 2
1 1
1 2
2 2
112
2 2
2 2
2 2
2 2
2�2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 3
2 2
3 3
19,125
1 2
1 1
1 1
1 2
111
1 2
2 2
1 2
2 2
2 2
2 2
'"12
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 3
2 2
3 3
C,D,E,F,G,
1 .
1
. _ -_........_
1
1
_.......
1 _..
1
.........
1 ......
1
1
__ ....
1
_......._......_.
1 _..._........
1
_._ .._..
_...._...
._...
.-T.
1 ......__..,
..... _..
............._..
_....
__. _..—
H,I,J,K,L
1 2
1 1
1 2
1 2
i
1 2
1 2
2 2
1 2
2.2
212
212
212
2 2
212
212
2 3
2 2
2 2
2 3
2 2
2 3
3 3
212
313
24.000
A,B,M
1
1 2
1
1 1
1
1 2
1
1 2
1
112
1
112
1
2 2
1
1 2
1
2 2
1
2 2
1
2 2
1
2 2
2C2
212
212
2 3.212
212
2 3
2 2
2 3
313
212.3_3
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
2
1
_.-_...
1
2
1 _....4
1 .
H,I,J,K,L
_
1 2
.__
1 222231
.._ .-
—---._.._.___..._.
2222312232322232322233322333432313343344
_.........._.._,-__
.._ ..._
...._
.... _.
__. _...
-- _--
._...._
.._. _.
_ ........__..
-__.._.
—3_........
32.000
' 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
A,B,M
1r2
1 2
2 2
2 3
1�2
2 2
2 3
1 2
2 "3
2 3
212
2 3
2 3'2
2
2 3
3 3
2 2
3 3
.3 ..4._3.1.2
3 3
3 4
3�3
4 4
C,D,E,F,G,
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
H,I,J,K,L
22112212231
2232322232322232323233423
33343334353344
37.000
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
212
1
2
A B,M
2r2
1� 2
212
2 ..3
.1..2
213
2 3
212
2 3
`3
212
2 3
2 3
2I 3
2 3
3 4
2 3
3 3
3 4
3 3
3 4
3 5
3 3
4 4
PSF
79
C,D,E,F,G,
2
2_.._2....._2._
^2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,I,J,k,L
221
222232122j323222I32132323242�333342334363334453344
AB,M
d2
2 2
2
112
2
212
2
213
2
2
2.
213
2
213
2
2 2
'2
213
2
213
2
213
2
213
2
2I4
2
2 3
2
8 3
2
3 4
2
213
2
34
2
3 5
2
3 3
2
3 4
2
415
2
3 3
2
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
44.000
H,I,J,K,L
2 2
2i 2
2 2
2 3
2 2
2 3
213
2 2
3 3
2 4
2 3
3 3
3 4
2 3
3 3
3 4
2 3
3 4
3 5
3 3
3 4
415'
3 4
415
2
2
.2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
ABM....._
2 2
22
2r2
213
2 2
....._.
2�3
2�3
_......
2 2
_. _................._...
3 3
2 4
2 3
__.._...
313
........_
3,4
2 3
3 3
3 4
_
2 3
_..........._....-
3 4
3 5
-
3 3
3�4
415
314
415
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
48.000
H,I,J,K,L
2 2
2�2
2 2
213
2i2
2 3
3 4
2 3
_
3 3
..__._.._.._......._.........
3 4
2 3
3 4
314
2?3
3 4
3 5
_ -
313
....
3 4
3 5
3 3
45
416
3 4
5 5
2.2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
A,B M
2 2
2,2
2 2
213
2�2
2�3
314
2�3
3�3
3I4
2 3
3 4
3 4
2I3
3Iq
35
913
314
315
313
415
4]6
34
515
PSFj
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
M.125
H,I:J,K,L
2 2
2I2
2 2
2 3
212
2j3
3'4
2I3
3 4
314
2 3
3I4
3�4
3 3
314
3I5
3 3
4 4
4�6
3 4
4�5
4i6
314
5,6
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
3
2133f431423343'43331435334144
53
34,5416344
5
22212222321.2
'e TECHNOLOGY DRIVE
N. VENICE, FL 34275 irrx
P.O. BOX Isis ALUM. SINGLE HUNG Wl
NOKOMIS, R. 34274 VWbly.Oemt 8s sm�, ane
SY700 I NTS 8 1 11
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS
2 -1/4" ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
HEAD -18 1/2" MAX. FROM TOP CORNERS
JAMBS -17 1/2" MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
6" MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3,. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
TABLE KEY:
MAX. PSF
(DP LUNITED)
118
PRODUCT REVISED
—
HEAD
2
m complying with the Florida
ildiCd
B*Mi—nmisde
JAMB ABOVE
2 3
MTG. RAILJAMB
BELOW
mdml control
MTG. RAIL
(FULL DP)
\k111'Irr,,,
HEAD
2
JAMB ABOVE
2 3
MTG. RAIL _T
JAMB BELOW
MTG. RAIL
1/1 WINDOWS
4040-20
A. LYNNrt511L11 P.E.
FL P.E.# 58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WINDOW HEIGHT
SUBSTRATE:
29.655 1
37.155
44.655
52.155
59.655 1
67.155 1
74.655
76.000
ANCHOR TYPE.
❑
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NggNO
5
U
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U
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U
U
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U
❑
U
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NOON
U
U
zch0
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❑
U
z
NO"O
U
U
Z
U
WINDOW
WIDTH
GLASS
TYPE
C,D,E,F,G,
H,I,J,K,L
1
1 1
1
1 1
1
11
1
22212222211
1
1
1
1
1
212222222222222222222322232322232
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
19.125
1
1 1
1
1 1
1
1 1
1
2 2
1
2 1
1
2f2
1
2 2
1
2 1
1
2 2
1
2 2
1
2 2
1
2 2
1
2 f 21
1
i'l 2
1
2 2
1
2 2
1
2 2
1
2 2
1
3 2
1
2 2
1
3�2
1
3 2
1
2 2
1
3 2
PSF
79
24.000
C,D,E,F,G,
H,I,J,K,L
1 1
1177
1
2211212222222222222222232
1
1
1
1
1
1
1
1
1
1
1
1
3222
1
1
32322232322232
1
1
1
1
1
1
A,B,M
11
2r21
122222(22222222
22
1
22�231231222323222323232
PSF
68C,D,E,F,G,
32.000
H,I,J,K,L
11
11222222232222332233333233332233433243433243
1
1
1
1
1
2
1
1
2
1
1
1
1
1
1
1
1
1
1
1
ABM21
2 2
2 2
3 3
2 2
3 3
3 3
9 2
9 3
1
3(3
1
2(2
1
3 3
1
43
1
32
1
4 3
4(3
12I3
3PSF
59
79
37.000
C,D,E,F,G,
H,I,J,K,L
1
111111222222232223332233333343333233433243443243
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
A,B,M
1
1 1
1
_..._.
1 111
1
2
22212222I3222I333223�33133
1
_.._.
1
2
1
_.. .....
2
2
1
_..........
2 ..
2
1
3433j332
2
_..._..
2
....._......
1
2
3343324
2
_ ............_.
1
2 _..
3443243
2
... .
1
2
PSF
54
79
62
79
40.000
C,D,E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
1 1
2
2 2
c
212
2....
2(2
2
2(3
2
212
2
3 3
Z
313
..2...
2 2
2
3�3
2
4 3
2
3 3
2
4 '3
2
3 3
2
3j3
2
4 3
2
414
2
3 3
2
4(3
2
4 F4
2
313
2
6 3
ABM
2
2
2
2
2
2; 2
2
2T2
2
2� 3
2
2I2
2
8I 3
2
3; 3
2
2 2
2
3I3
2
4I 3
2_
3 3
2
4(3
2
3 3
2
3 3
2
4I3
2
4C4
2
3 3
212
4 9
414
2
3 3
2
5I3
ill
1 Fl
7 1
2 27
PSF
49
79
56
1 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
2;2
2
2 2
2
3 3
2
2 2
2
3 3
2
3 4
2
2 3
2
3 3
2
4 4
2
3 3
2
4 3
2
4 4
2
3 3
2
4.13
2
4 4
2
3 3
2
4 3
2
4 4
2
3 3
2
5 4
ABM
2
111111
2
2
2
222.2223(3212
2
2
2
2
2
3I334233l34-43
2
2
2
2
2
3413443
2
2
1.
2
3413443
2
2
2
34I344335�4
2
2
2
2
PSF
45
74
51
74
79
79
48.000
C,D,E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
212
2
212
2
3 3
2
2�2
2
313
2
3 4
2
3 3
2
3 3
3
414
2
3 3
2
4(4
2
4f 4
2
3 3
2
4 4
3
4 4
2
4 3
2
5 4
3....2...
4'4
4�3
2
5�4
ABM
121
121
121
222
2C2
222
_
323
222
313
.2
3I43r3334(4
2
2
3
2
3�3444I43(3
2
2
2
2
44444(3
3
2
2
ik4.144354
3
2
2
PSFl
41
1 67
46
1 67
76
79
C,D,E,F,G,W22
H,I,J,K,L
2
1 1
2
2 2
2
2 2
2
2 2
3
3 3
2
313
2
3 3
3
4 4
2
3 3
3
4 4
3
4j4
2
3�3
3
414
3
4'4
2
3I3
3
4 4
3
5�5
2
4 3
3
5 4
3
5 5
2
4 3
3
5 4
ABM
2
11222?222333133(341433444433
2
2
2
3
2
2
3
2
3
3
2
44433
445144
3545441354
0 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS. FL34274
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS
2 -1/4" ELCO SS4 CRETE-FLEX
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD-181/2" MAX. FROM TOP CORNERS
JAMBS-171/2" MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
6" MAX. BELOW MTG. RAIL
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
TABLE KEY:
(DP LIMITED) 117 PRODUCTREVISED
as camplying,vl,h tl�Flnrlda
HEAD 3 sanding coda
JAMB ABOVE 3 3 n«aP nnaa ^ I O 14. LYo
E iral' Date a 2D2!
MTG., RAIL
JAMB BELOW Miami ul.,W_
MTG. RAIL
(FULL DP)
HEAD 2 "?"
JAMB ABOVE 2 2
MTG. RAIL
JAMB BELOW _
MTG. RAIL
41
�.ili
ANCHORAGE SPACING, STANDARD VIEW
ALUM. SINGLE HUNG WINDOW, IMPACT 0.
ww4aac am> sore areWpNu a,: A. LYNN MILLER, P.E.
Shoo NTS 9 m 11 4040 20 F FL P.E.# 58705
1
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS
CUSTOM FLANGED WINDOW
HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT
MINUS SASH HEIGHT FROM
TABLE 8.
SUBSTRATE:
17.125
22.660
28.211
33.754
39.296
44.839
50.382
55.925
ANCHOR TYPE:
Koo
O
U
❑
o
U
U
U
❑
OS'
U
U
U
U
❑
U
U
U
U
❑
U
U
U
U
❑
U
U
U
U
❑
U
U
U
U
❑
U
U
o
O
U
WINDOW
WIDTH
GLASSNO�iONO�OtiONO-OtVONO-ONONO-OcmO`�O�Ot`+pN0�0t`fONO'
TYPE
19.125
D,E,F,J,
K,L
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
1
2
1
2
1
3
1
2
1
3
1
3
1
2
1
3
1
3
1
3
1
3
24.OD0
D,E,F,J,
K,L
1
-_1.._...._1__.
1
1
_.._'.__....z......_2..-__2
1
1
1 ...
1
Z......_2......__...__Z.._......Z.._
1
I.-
2
1
1
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,F,J,
K,L
1
1
1
1
1
1
1
2
1
2
1
2
2
3
1
2
1
3
2
3
1
3
1
3
1
3
1
2
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,FA
K,L
1
'._...'
1
1.......1..
1
2
...2.......2....
1
2
2
2
....3-
1
_ 2
2
..3
2
3
1
3
2
4
2
3
1
3
2
3
2
4
1
3
2
4
2
4
1
4
2
5
2
5
1
4
2
5
PSF
79
79
79
79
40.00D
D,E,F,J,
K,L
2
2
2
1
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
5
2
4
2
4
2
5
2
5
2
4
.2
6
PSF
79
76
79
77
79
79
79
44.000
D,E,F,J,
K,L
2
1
2
j.._
2
2
2
2
2
2
3
2
3
....2 _....2....
4
4
2
4
2
4
2
3
2
5
2
4
2
3
2
5
2
5
2
4
2
5
..3.1
5
2
1 4
2
6
1
2
2
2
3
PSFJ
78
1 79
1 70
79
79
71
79
1 73
76
48.000
D,E.F,J,
K,L
2
2
2
2
2
2
2
2
3 ...
2
3
3
....4....
2
4
2
4
2
5
2
4
2
5
3
...5..
2
,. 4-
2
6
3
-_.._....._..._
5
2
4
2
- .........................._...
6
3
6
2
5
2
6
1
1
1
2
2
2
3
PSF
71
1 79
1 63
71
79
64
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
1 4
3
5
2 _
4
3
..._........_...
5
3
8
2
_.._
5
3
6
3
6
2
5
3
7
3
6
2
5
3
7
1
1
1
2
2
2
3
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE.
12.776
15.776
18.776
21.776
24.776
27.776
30.776
31.108
ANCHOR'
D
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j
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0
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0
0
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ag
5
0
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01,40
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WINDOW
WIDTH
19.125
1 1
1
1 1
2
1 1 1
2
2
1
2
2
2
2
2
1 2
2
•2
2
2
2
2
2
2
2
2
24.000
2 i
1
1
2
1 1
1 2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32.000
2
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_F 1 F2
2
2 2
3 2 3
3 2 T 3
3 3 3
3 3 3
4 3 3
4 3 L 4
74
40.000
2 2 2
2
2
2
3 '2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
1 78
44.000
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 1 4
5 1 3 4
5 3 4
63
72
79
48.000
2
2 2
2
2
2
3
2 3
4 3 1 3
4 1 3 4
4 3 4
5 3 4
5 3 4
73
58
66
72
53.125
2
1 2 2
2
2
2
1 3
3 3
4 F 3 4
4 3 4
5 3 4
5 3 5
5 3 5
10 TECHNOLOGY DRIVE - ------'
N. VENICE, FL M275
P.O. BOX 1529 ALUM. SINGLE HUNG Wl
NOKOMIS, FL 34274 V ibly Better emhs�DH70D N TS --1
10 d 11
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS
2 -1/4" ELCO SS4 CRETE-FLEX
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD -18 1J2" MAX. FROM CORNERS
JAMBS-171/2" MAX. FROM TOP CORNERS
11 1/2" MAX. ABOVE THE MEETING RAIL
6" MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 5/8" MIN. TO 38" MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
V.
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.
TABLE 7. KEY:
MAX. PSF
(DP LIMffED) 112
HEAD 2
JAMB ABOVE 2
MPG. RAIL
FULL DP
HEAD 2
_...4
JAMB ABOVE
PRODUCT REVISED
MTG. RAIL
w cmplyi„g with theFladde
➢„ilding Cade
0,p�
Accopfnuce No) • 1
?�21 F:^cpiraY Dnle f�
TABLE 8. KEY:
1➢lyo„,; ae p aaaat caa
MAX. PSF
(DP LIMITED) 112
JAMB BELOW 2
Il.;r.r;1,:, '•
MTG. RAIL
FULL DP
B
JAMB BELOW
MPG. RAIL
(A 7
:USTOM VIEW
:' •..-'t,_,;a... ,c
.
NDOW, IMPACT
tt�
A. LYNUOLLER, P.E.
n. vv
we
4040 20
F
FL P.E.# 58705
EXTERIOR INTERIOR
1-3/4" MIN. EDGE
ALL HEAD AND SILL DETAIL )
CONCRETE ANCHOR
(SEE NOTE 1 & 3) 2x WOOD BUCK
(SEE NOTEJ4�
3.35 KSI MIN.
CONCRETE
' :: •:'1 318' MIN., 1/4" TAPCON
"'
-1.3/4" MIN., 1/4" CRETE-FLEX
OPTIONAL 1x
WOOD BUCK o
—t
�t
(SEE NOTE 4)
MAX,
SHIM
WOOD ANCHOR 1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
(SEE NOTE 2 & 3) APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 34'.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (135) OR
I-1" MIN. EDGE 1/4" SS4 CRETE-FLEX.
1 3/8"
MIN.
1/4"
MAX.
SHIM
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
1 1/4" 13
MIN. MIN.
IN'MAX. SHIM— �{ 1/4" MAX. SHIM �{ _
°. 1 3/4" MIN EDGE
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL (SEE NOTE 1 & 3)
N
3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK
OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOTE 4)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4" 5/8" MIN. EDGE
2-1/2" EMBEDMENT MAX'
SHIM _._
131" DIA. M
x 21/2" NA
AT CORNET
AND 5" 0
SHIM
DETAIL F, (HEAD)
FRAME
3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM 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 ALUMINUM. IF THESE CRITERIA ARE
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
:DGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION.
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2 & 3)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
FRAME
131" DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 5" O.C.
L L.131" DIA. MIN.
x 21/2" NAIL,
AT CORNERS
AND 5" O.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
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DETAIL G, (SILL)
ILUM. SINGLE HUNG WINDOW, IMPACT
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