HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOWM1AM1•DADE MIAMI-DARE COUNTY
o 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.miamidagLgov/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 fora 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 G dated 06/06/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA: will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAff 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. File COPPY
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0630.08
rtt,artw�e coUNTY nn017 ExpirationDate: March26,2021
Approval Date: November 30, 2017
JJJ Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tinder NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
I I 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.
-13. - 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, DuraseO 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-$717, FTL-8968 and FTL-8970, dated :11/16/15,
06/07/16 and 06/02/16 respectively, all signed and. sealed by Idalmis Ortega; P.E.'
(Submitted under previous NOA No. 16-0714 06) .
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) W-ater Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201=94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration: Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
W_ L I Pj
Manuel ere P.E.
Product Contro Ex iner
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTMUED)
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-iip drawings and installation diagram of an aluminum single hung
window, with- fin iframe, prepared by Fenestration Testing Laboratory; Inc., Test
Reports No. FTL4647 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-203-9.4
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 FTL-4648, 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)
Man elArerezL P.E.
Product Contr 1 J7-30.08
finer
NOA No.
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 61h 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 "Saflez 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
"Trosiifol® 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 51h Edition (2014) and FBC ,
6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of nofinancial 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, 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. 07-032Z 06)
4. Laboratory compliance letter for Test Reports No. FFL-4646, FTL-4.647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08110105, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
Crol
r z, P.E.
Product Cominer
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 .090- SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 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 TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 5/16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7N6" LAMI CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A .090° KURARAY TROSIFOL" PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (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 .090- KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.)
OR .090- SAFLEX"PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116' LAMI IG: (1) LITE OF 118" TEMPERED 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)e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H.13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 118" HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOIF PVB (BY KURARAY AMERICA, INC.)
OR .090- SAFLEX "PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
WITH A .090" KURARAY TROSIFO -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 3/16" ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL "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 7/16" LAMI CONSISTINGI OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) '
OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1
L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS
WITH A.090" KURARAY TROSIFOL BY KURARAY AMERICA, INC.) OR .090' SAFLE)e PVB �NTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M: 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIRSPACE AND 5/16' LAM] CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.) OR .090' SAF.LEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
CODES /STANDARDS USED:
-2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
�2014 FLORIDA BUILDING CODE (RIC), 5TH EDITION
�ASTM E13OD-04
�ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, AOM•2015
:AISI S100-12
�AISC 360-10
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 ....................
B-11
Material
Min. F.
Min. Fu
Steel Screw
92 ksi
120 ksi
Elco UItraCon®
155 ksi.
177 ksi
410 SS Elco CreteFiex®
127.4 ksi
189.7 ksl
6063-75 Aluminum
16 ksi
22 ksi
A36 Steel
38 ksi
58 kS1
Gr. 33 Steel Stud
1 33 ksi
1 45 ks(
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
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.
PRODUCT REVISED
is eomplyingwith fin F1aride
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
Building Code
IT'D D.O$
acceytm co�DdeProdmt
7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-0723, FTL-4957, FTL-4958 AND FTL5063.
�Mim
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
LT N'V
`���0,. •6EW •.,
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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.
I
. ..
SO STA OF -60
10TO TECHNOLOGY DRIVE D
' N.VENICE,FL34z. GENERAL NOTES
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CERT. OFAUrH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT
uz oallaTn o uPnw1ED,1NrxTowlGs7oFecson app7rc,q C=7 w�r+.r: n.. V- w,e
A. LYNN MILLER, P.E.
�A' a+•' o.�r '- troriuousmEs,a+a ® 3MQ0 NTS 1 + 11 4040-20 G
F.K_ 9IA29 JJ 2?3R17 uuucu7s rrt5etv�n
FL P.E.#58705
12•NOM.
GLASS BITE
Part#
Description
Material
71
Kommeding 4SGTPS Spacer System
See this
Sheet Oar
Materials
72
Quanex Super Spacer nXfwith Hot Melt Butyl
73
Quanex Duraseal Spacer
74
Cardinal )(L Edge Spacer
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090PVBINTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
5116' NOM. 7/16" LAMINATED
LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85
71_74 71_74 a EXTERIOR INTERIOR
1 (ALL SECTIONS)
"P -
KURARAY TROSIFOL
12"NOM. 12"NOM. PVBINTERLAYER
BITE 46 GLASS BITE orSAFLEXPVBINTERLAYERBY
EASTMAN CHEMICAL COMPANY
:;GLASS
38 70
1B" ANNEALED OR HEAT STRENGTHENED GLASS I 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER .090 PVB INTERLAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" LAMINATED 7/16- LAMINATED
AIR SPACE AIRSPACE
11W ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS
13/16" NOM. 13/16' NOM.
13/16" LAMI IG GLASS Wl 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W17/16" LAMI 89,90 or 91
STRUCTURAL
POLYISOBUTYLENE
WITH DESICCANT
IXT. GLASS—V
KODISPACE
71 4SG TPS
STRUCTURAL
SILICONE
1/4' NOK FOAM
WITH
DESICCANT
EXT. GLASS—v
GLASS
BUM
NOR
BUTYL &
DESICCANT
FOAM
`INT. GLAS
SUPER
SPACERONXT"'
FACT. GLASS—\
'"�'•' POLYISO•
BUMENE
SEAL
ROLL -FORMED _
STAINLESS STEEL
EXT. GLASS •--\
S :(U� ' \—INT. GLASS
73
DURASEALO
@SPACER
1070 TECHNOLOGY DRIVE
N. VENICE.FL3A275
11)480-1.
CERT. ,
XL EDGE'""
7. SPACER
t�
FILLAREA
6' NOM.
DNE SEAL
GLASS
ILUM. SINGLE HUNG WINDOW, IMPACT
rnrc � tore n."4rr
sxido FUII 2 + 11 4NO-20
NOTE:
LAMI IG OUTBOARD
LITES MAY BE
UPGRADED TO 3/16"
WITH NO CHANGE IN
DESIGN PRESSURE.
PRODUCT REVISED
w complying with the Florida
Buildmg Code ,„ „ , _
No. 58705
0• �A OF �•�!/�:
%, S
EN0,
A. LYNNIIE II R, P.E.
FL P.E.# 58705
Ill FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE W.. 66" 68"1 .. 70" 72"
74"
TABLE 1.
76"
q8"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
•80.0
+80.0
-80.0
+80.0
-80.0
1 +80.0
1 -80.0
+80.0
-80.0
6p"
A,B,M
+80.0
80.0
+80.0
-80.0
+8p,0
-a0.0
+80.0
80.0
+80.0
80.0
+80.0
80.0
A,B,M
+80.0
_B0.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
.+78.8
-78.8
+77.3
-77.3
L+79.0W79'62"
531/8"
A,B,M
+80.0
-80.0
+80.0
-80.0
+79.6
79.6
+78.2
78.2
+76.9
-76.9
+75.4
-75.4
UP TO63118"
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
+80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W_ / HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 318" 44" 50 618" 1 63" 72" 74"
TABLE 2.
76"
48"
A,B,M
,+80.0
-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
60"
A,B,M
+80.0
:0.0
+80.0
-80.0
+80.0
-80.0
+79.9
-79.9
+70.0
-70.0
+70.0
-70.0
+70.0
70.0
62"
A,B,M
+-
80.0
+80.0
-80.0
+80.0
-80.0
+76.9
-76.9
+70.0
-70.0
+68.8
-68.1
+67.6
•67.6
63118"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+75.0
-75.0
+68.0
-68.0
+66.7
-66.7
+65.5
•65.5
UPT0631/8"
C,D,E,F,G,H,I,J,K,L
+80.0
-80.0
+80.0
80.0
+80.0
80.0
+B0.0
BO.D
+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,
3ASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN)
WIDTH GLASS TYPE 1 17118" 1 2211/16" 1 28 3116" 1 33 3/4" 39 6/16" 1 4413/16" 1 50 3/8" 6516/16/,
63118" D,E,F,J,K,L4 +80.0 1 -s0.0 1 +80.0 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +70.0 1 -70.0 1 +70.0 -70.0 1 +70.0 1 -70.0 1 +70.0 1 70.1
GLASS TYPES:
TEST REPO 'S TABLE 4.
A. 5/16" LAM[ - (1/8"A,.090,1/6"A)
FTL-4647, 4646, 4723, 4957
B. 5/10' LAMI - 1/8"A,.090,1/8^HS)
FTLa1647, 4648
C. 5/16^ LAM[ - 1/8"HS,.090,1/8"HS)
FTL-4647, 4648
D. 7/16" LAMI - 3/16-A,.090, 3/16"A)
FTL-4645, 4885
E. 7/16" LAMI - (3/16"A,.090, 3/16"HS)
FTL-4645 '
F. 7/16" LAMI - 3/16"HS,.090, 3116"HS)
FTL-4645
G. 13116" LAM] IG -1/8" T, AIR SPACE, 5/16• LAMI -(1/8"A,.090,1/8"A)
: FTL-4648,:4723
H. 13116" LAMI IG -1/8" T. AIR SPACE, 511W LAMI - (1/8"A,.090,1/8"HS)
FTL-4646
I. 13/16" LAMI IG -1/8• T. AIR SPACE, 5/16• LAMI-(1/8"HS,.090,1/8"HS)
FTL-4646
J. 13/16" LAMI IG -11W T. AIR SPACE, 7/16" LAMI - (3/16^A,.080, 3/16"A)
FTL-4649, 4650
K. 13/16" LAM[ IG- 1/8" T, AIR SPACE, 7/16" LAMI -(3/16"A,.090, 3/16•HS)
FTL-4649, 4650, 4958
L. 13/16' LAMI IG -1/8" T, AIR SPACE, 7/16^ LAMI-(3/16'HS,.090, 3/16"HS)
FTL-4649, 4650
M. 13/16- LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A)
FTL-5063
•o•
MEETING RAIL
HT.
SASH
^O'
HT. MEETING RAIL ���
�H
w NT.
•0" MINUS
SASH
HT.
HT.
MEETING RAIL
SP SH
t --
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
5. REFER TO ANCHOR QUANTITY TABLES 5 8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE
LIMITATIONS. N. VENICE, FL 34z75 DESIGN PRESSURES
(941)480•11 W0 >rt
�, ar CERT.OFAUTH,ON296 ® ALUM. SINGLE HUNG WINDOW, IMPACT
JR 06/06H7 G nO CHANGES THIS SHEET.
covrws"remtr tt.msrse m.s a.rore
a"F.K. S°j °i/1A95 _'"� J.J. YSS° °M7 SHM NTS 3 d 11 4040 20
u�a�rts nesmvm
61
PRQDUCr REV13RD
ascomoyimwftb tollA&i
DwId'm8 Code rn - , . ^
�rlVj�4f�.,�.
�1,• VICENSF':r
e 0% ,
k ; NO.58705
190
1�N��.
A. LYNN MILLER, P.E.
FL P.E.# 58705
5311W MAX. FLANGED WIDTH
521/8" MAX. I.F. WIDTH
49 5/8" MAX. FIXED D - C
DLO (ALL)
75° MAX. 75' MAX.
75" MAX.
SEE DLO O I.F. A A I.F. I-F.
TABLE j pHEIGHT SEE DLO
HEI HT SEE TAB°E O HEI HT
TABLE O
L 76" MAX. 76"] MAX 76' MAX.
FLANGED L FLANGED FLANGED
HEIGHT HEIGHT HEIGHT
38 J/16'
SEE DLO
TABLE X / SASH SEE DLO X IX E SEE DLO S E
(MAx / HEI HT TABLE NO 4 TAB j NO E 4
L
i
48114" MAX.
VENT DLO (ALL) DETAIL B DETAIL C
DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
1/1
B E--j
75" MAX I 75' MAX
72�
I.F. I.F.
SEE DLOHEI HT r7E-J HEI HT
EE OLO
LE STABLE O 76' MAX. / 76° MAX.
FLANGED FLANGED
L I - .HEIGHTLi HEI HT
SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH
HEIGHT -
HEIGHT PRODUCT REVISED
os wnlplyiogwith U1e Florida
B - nc a t - 63D. DBB
DETAIL D DETAIL E oil
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) M;am ``
NOTES:
`�.� ��O •.......• '�.
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
Q� 1JCENSF l�F
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
_= * No. 58705
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.
1070 TECHNOLOGY DRIVE
�'•. STATE OF • '��
•••�,�ORIDP•. •���
N.VENICE, FL 3E275Pff.
ELEVATIONS -
j�31 •:
•• •••
�''�S;oNaLIEN�'���
(e41)Za iwo—
CERT, of auTH. aze�DALUM.
SINGLE HUNG WINDOW, IMPACT
JR
09W17
G
NO CHANGES SHEET.
WPYpIGH70]MI
a. a
ereaMaw
R..
A. LYNN MILLER, P.E.
u.. er
o.t
a.ed
Drr
wr woum rs w¢
SH7o0
NT$
4 + 11
4040 20
G
FL P.E.# 58705
F.K.
SN/05
J.J.
Y2"7
ALL wcrosr� Mm
HE[(
F�:�
MAX.
FIXED
LITE
DAYLIGHT
OPENING
;HT 2�
OUTSIDE
VENT
DAYLIGHT
i 2.784-1
INSIDE
�I 7, 8 OR 1
SECTION B-B
(LOW SILL SHOWN)
NOTE: MIN. (1) SWEEP LATCH'AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH.
INSIDE MAX. VENT DAYLIGHT OPENING —�
I I I V I
I ��� 1
1p-m11o'i
OUTSIDE
—MAX. FIXED LITE DAYLIGHT OPENING
r- MAX. WIDTH
SECTION A -A
:INTE(:RAL FIN Qf) FRAME SECTIONSTF INSIDE
47
2.946
HIGH
SILL 2. 30
LOW .
SILL
49 HIGH SILL 48 LOW SILL HEAD
�J 2,330"
.52 (LOW SILL)
SEE NOTE ABOVE
ULTRALIFT
12 ONLY
CHANGES THIS SHEET.
23N7
370 TECHNOLOGY DRIVE
N. VENICE, FL34275
(94114M160D
CERT. OF AIITN. 02M6
68 :���Jq7lo^
I.F. FRAME
53 I
OUTSIDE
(HIGH SILL)
54
nULTRALIFT
12 ONLY
SECTION C-C
RADIUS TOP
DETAIL - FLANGED VEI
ALUM. SINGLE HUNG WINDOW, IMPACT
aww Half 5 d 11 �4040-20
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
9,10,11,15,16
t2_110"
PR0DUCTREVlgW
us complying witklhe Fla"
Building Code ., _ . _ _
' y10ENSF !tli4'%
7t ; No. 58705
ct
s aTE o
A. LYNIN MILLER, P.E.
FL P.E.# 58705
REM
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
SASH STOP (EGRESS)1.125 LONG
612244,
9
4029
SPIRAL. BALANCE, 3/8", 518", OR 11/16"
10
1080
BALANCE COVER, 3/8" OR 5/8"
6BALGVR916
11
#8 X.750 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
1085/1086
SASH TOP GUIDE
42504
15
#8 X 1 PHILLIPS FLAT HEAD S. STL
78XIFPAX
16
1080-1
BALANCE COVER,11/16"
6BALCVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
#8-32 X1/2" I.G. PH. FH. TYPE F S. STL
7832X12FPFX
21
4054C
FIXED MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
64006
25
1235
VVSTP.,.170 X 270 BACK, FIN SEAL
67S16G
26
1096
SWEEP LATCH
71096
27
1016
#8 X.625 PH. FL. SMS
7855
28
4007
SASH BOTTOM RAIL (LOW SILL)
612230
30
1226
VVSTP., BULB VINYL
6TP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42601
35
1622
LAMI SETTING BLOCK 3/32"X25/64"X1"
71622K
36
1052
LAMI IGSETTING BLOCK I"X3/4"X1/16"
71052K,.
37
1224
VINYL GLAZ. BEAD BULB (THICK)
6TP247W,K
38
1225
VINYL GLAZ. BEAD BULB (THIN)
6TP248K
41
4039B
GLAZING BEAD, 5/16 LAM. GLASS.
64039B
42
4044B
GLAZING BEAD, 5/16 LAM] WIGRILL KIT
644703
44
4222A
GLAZING BEAD, 7/16" LAMI
64222
45
985C
GLAZING BEAD, 7/16" LAMI WIGRILL KIT
6985
46
1 4067
1GLAZINGBEAD,13/16" LAMI I.G.
64067
47
1 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. JAMB
64074
52
4009
SILL LATCH (EGRESS) (LOW SILL)
164009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME (HOR. B VER.)
61014
56
1630
SCREEN CORNER KEY WIRINGS
71630
57
1631
ISCREEN CORNER KEYW/OUT RINGS
71631
58.
1073
ISCREEN SPRING
7CASP
59
1624
ISCREEN SPLINE-.135 D]A FOAM
61624K
ITEYA
DWG.#
DESCRIPTION
PGT#
60
1635
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, 1 /16 X V2 - 7116 LAMI
62BVI510
68
4051A
SASH BOTTOM RAIL (HIGH SILL)
64051
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050
70
SILICONE, DOW 791, 899, 995 OR GE 7700
80
A GLASS, 5/16" LAMI, (118"A.090 PVB,1/8'A)
81
B. GLASS, S/16" LAMI, (1/8"A.090 PVB;1/B"HS)
82
C. GLASS, 5/16" LAMI, (1/8"HS,.090 PV13,1/8"HS
83
D. GLASS, 7/16" LAMI, (3/16"A.090 PVB,3/16"A)
84
E. GLASS, 7116" LAMI. 3/16"A.090 PVB,3/16"HS)
85
F. GLASS, 7/16" LAMI, (3/16"HS,.090 PV8,3/16"HS)
86
G. GLASS,13/16" LAMI IG;1/8'T, AIR SPACE, 5/16" LAMI, (1/6"A.090 PVB,1/8"A)
87
H. GLASS,13116" LAMI IG;1/8'T, AIR SPACE, 5/16" LAMI, (1/8"A.090 PV8,1/8"HS)
88
I. GLASS, 13/16" LAMI IG;1/8'T, AIR SPACE, 5116" LAM[, (118"HS,.090 PVB,1/8"HS)
89
J. GLASS. 13/16" LAMI IG;1B"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PV%3/16"A)
90
K GLASS,13/1 B" LAMI IG;1B'T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3116"HS
91
L. GLASS, 13/16"LAMI IG;1/8'T, AIR SPACE, 7116" LAMI, (3116"HS,.090 PVB,3116"HS)
92
M. GLASS,13116" LAM IG;1/8"A AIR SPACE, 5/16" LAM. (1B A.090 PVB,1/8"A)
2.784
1. 30
.06
47 FRAME, I.F. HEAD
#4071A,6063-T6
48 FRAME, I.F. LOW SILL
#4072A 6063-T6
2.37
PRODUCT REVISED
ey cpmpTyirg with the Florida
Bmlding Code Da
2.71 1
.062 NOM� DadeProduec
THICKNESS
LYNq/�'''.
50O FRAME, I.F. JAMB
49 FRAME, I.F. HIGH SILL #4074B, 6063-T6
NO• s8705
#4073A, 6063•T6 (USED AS RADIUS TOP HEAD)
�o1oTECNNO�OGYDRWE °'°�" =�0 S7A 0 �? w�Z
N. VENI �1�o275 PARTS LIST'•F�ORIDP,.
JR Ofl�U6/!7 NO CHANGESTHfSSHEET. CERT.OFAUTH.MM ALUM. SINGLE HUNG WINDOW, IMPACT 'ass/pNA� eNG���
mrrniartcm . e.,a�nre err - eaaoxa e,r A I!%NIMILL0k P.E.
-FJCr" °ate -7 °Yb` GT0°xR�fG ® SHmO NT$ 6 r ll 4040-20 G FL P.E.#58705
FJG 81lA75 J.J. 7/23�07 •u wc�na "Fgaven
I.F. FRAME SEALANT ALONG ENTIRE JOINT
I or 47 fl I.F. FRAME
2 I�
I--2.784—j :61.. I II II
2.830 0
1.3�
062
6 or 50
OFLANGE FRAME HEAD
#4002A,6063-T6
O FLANGE FRAME SILL (Low) WELD
1.749 3 #4003C, 6063-T6 I 6 Or 5O ALONG
SCREW
SEALANT OR GASKET BOSS (2)
1 I AT HEAD AND SILL
121.710 1 - 1.513 738 ,
062 .490 040
osz �Vl
IEW D-D VIEW E-E
�1.4s1—I T
D &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONL17SASH STOP SASH STOP COVER_ _FRAME CORNER CONSTRUCTION
O FLANGE FRAME JAMB O #4025, 6063-Ts 17 #4053, 6063-T5 .050 , —
#4004, 6063-T5 1'1� 6_7
(USED AS RADIUS TOP HEAD) 8
2.326 1.096—{r---►I�
t3az ff r--z.z7s--1 —�T •ate '. 34,9 41 GL-AZING BEAD, 5116"
1 #4039B,6063-T5
.062 .155 T .I 1 7 062 1.979
O SASH SIDE RAIL
.06231 #4008,6063-T5 l
FIXED MEETING RAIL O SASH TOP RAIL O SASH BOTTOM RAIL(LOw)
#4054A,6063HD-T6® 23 #4006C,6063HS-T6 28 #4007,6063-T5 .050- ► '678
8050 1 1.096
s78 42 GLAZING BEAD, 5/16"
2.326 #4044B, 6063-T5 PRODUCTREVISID
1.096+--�{�• (USEDW/GRILL KIT) as complying with meFlorida
062 Rn ld ng Code
2.946 OT7 GLAZING BEAD 7/16" ccpnmc4joၾ,6053-T5 -3.4462.638 683 O50
062 ' 1
t I -—j�j- 1.097
.oso•676 O GLAZING BEAD, 13/16" IG �.�ONY LYNN,y��'%,
(�-2.784—�I 1.115 �► i� 46 #4067,6063-T5
fig FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" _ * . No. 58705 =
O #4050A 6063T6 #985C,6063-T5
(USED W/ GRILL KIT)
1070 TECHNOLOGY DRNE " +�Q •'•, � o / •• �/��
N. VENICE, FL ar275 EXTRUSIONS & FRAME CORNER DETAIL aIORIDP '••
«.� CERT.OFAUTH.RA298 ALUM. SINGLE HUNG WINDOW, IMPACT �'i `S!O
JR O6/06H7 G NO CHANGES THIS SHEET. coPrwG"romn a.�.+e+c ae nro,n ar A.L�nTCENplifF)�.E.
PG eN�W^ PIFS NF ® SH700 H91( 7 m 11 4040-20 G FL P.E.# 58705
ANCHOR QUANTITIES FOR III 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:
p
U
z
U
z
p
U
U
z
p
0
0
c o p
0
Z
U
z
c+1 o
U
z
CJ
z
t oz
imU
0
z
0c'iO
m p
0
z
O`-ORoc"0�0
Z
c�
Z
z
WINDOW
GLASS
csf
0.
0
OciONO�Oc�iON0
0
'Z
0
0
'Zz
0
O'qc
0
0�0C'4
U
0
0
0
0c'r0
U
0
U
U
U
0
U
WIDTH
TYPE
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
H,IJ,K,L
2
2 2
2;2
2!2
212
2 2
2T2
2,2
2,2
212
2 2
2;3
212
3,3
112
1;1
1!1
1j2
111
1i2
2;2
1;2
212
2j2
2
19.125
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1i2
1i1
Ill
112
111
1 2
2;2
1'2
212
212
2;2
2 2
2i2
2;2
2!2
2j2
212
22
2i2
212
2 2
2 3
212
3 3
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
H,IJ,K,L
1!2
111
1j2
1 2
1?2
1j2
2'2
1'2
2'2
2 2
2'2
2;2
2'2
'212
2r2
2j3
2,2
22
2r3
2 2
23
3;3
2+2
3'3
24.000
1
1
1
1
1
1
1
1
1
1
1
1
1
?
1
1
1
1
1
1
1
1
1
1
B,
1T2
ir11+21r211211-2221122+22;2222j22�222212213222i22i322233�32123!3
-,
-
I_........__.....
n—
-....—
r_
. _
_.
-
—
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
1
H,I,J,K,L
1 2
1 2
212
2i3
112
2i2
2 3
1i2
2,3
2�3
2I2
213
2'3
212
2j3
3j3
2�2
313
314
3 2
3 3
3'4
3�3
4 4
32.000
A,B,M
1j2
1T2
212
2 3
1j2
2j2
2j3
1 2
2j3
2i3
2'2
2'3
2 3
2T2
213
3 3
2 2
3j3
3j4
3,2
3!3
314
3 3
4 4
C,p,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
2 2
ii2
212
2�3
1j2
213
2r3
�1r
L;2
2j3
2 3
212
2.3
2j3
2`3
2 3
3,4
2 3
3 3
3 4
3 3
3 4
315
313
4,4
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
ASB,M
2:2
........._
112
212
...Y.....
2 3
.._........_.....-
1 2
2j3
.....
2 3
........
2j2
-
2 3
-._.....
2j3
__..............;_...
212
2 3
2(3
_.;_._
2;3
... _.
213
_..i
314
213
Ti
31
- .-.-...
3 4
- -
3 3
--......
3 4
3-5
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
40.000
H,I,J,K,L
2 2
1i2
2j2
213
I.2
2j2
2j3
2i3
212
2'3
2j3
2�3
2j3
214
213
3!3
3�4
2�3
3id
3+5
3 3
34
415
3 3
414
2
2
2
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CHANGES THIS SHEET.
D70 TECHNOLOGY DRIVE
N. VENICE. FL34VS
ANCHORAGE SPACING,
(941)480-1600
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ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR #12
SCREWS INTO METAL
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 -17117 MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
6' MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1' LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
MAX. PSF
(DP LIMTfED) 118
HEAD 2
JAMB ABOVE 2 3
MTG. RAIL
JAMB BELOW
MiG. RAIL
(FULL OP)
HEAD 2
JAMB ABOVE 213
MTG. RAIL
JAMB BELOW
MTG. RAIL
SEE TABLE 1 FOR
FULL DP
1/1 WINDOWS
4040-20
PRODUCT RBV19D
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FL P.E.# 58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES
WINDOW HEIGHT
SUBSTRATE'
29.655
37.155
44.655
52.155 1
69.655
67.155
74.655
76,000
ANCHOR TYPE.
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1
2?2
1
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1
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1
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1
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1
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1
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19.125
1
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1
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1
312 1
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215
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79
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68
77
32.000
C,D,E,F,G,
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1
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1
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1
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2
3
1
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1
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1
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1
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1
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1
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1
32
1
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1
413
1
32
1
413
1
1
1
1
1
1
1
1
2
1
1
2
1
1
1
1
1
1
1
1
1
1
A,B,M
1 1
1I1
1 1
2!2
_1
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2 2
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3 3
313
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2 2
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4i3
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4!3
4'3
3(2
_1
413
PSF
59
67
79
37.000
C,D,E,F,G,
H,I,J,K,L
1
1 1
1
1�1
1
7 1
2
2 2
1
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1
22
2
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1
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2
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1
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2
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2
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2
2
313
1
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2
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2
4r3
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1
312
2
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1
1
2
1
2
1
2
2
1
2.
2
1
2
1
2
2
1
2
2
1_
2
ABM
1 1
_1_
1�1
1 7
2 2
_1
2i2
2(2
2i3
212
213
3j3
2,2
313
333
3.3
_2
41.3
3!3
3.2
3i3
4i3
312
4�3
414
3r2
4!3
PSF
54
79
62
79
40.000
C,D,E,F,G,
H,I,J,K,L
2
111111222i22;22132�2333±3223T34i33134;33�33{34i34?43r34{34143j3513
2
2
2
2
2
21.
2
2
2
2
2
2'
2
_2
2
2
2
2
2
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2
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2
ABM
2
111111222i22!22T32i23i33'32(23!34i33r3433�33i34
2
2
2
2
2
2
2
2
2
2
2
2
2
2
34!43i34134i43,3513
PSF
49
79
56
79
79
C,D.E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
44.000
H,I,J,K,L
1 1
1 1
1111212
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2 2
2 2
3t3
2j2
3.3
3T4
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2(3
3i3
4i4
3 33
4'3
4!4
3'3
4I3
4T4
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3j3
413
i 4
_2
3r3
_2
5 4
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
ABM
1 1
1 1
1111212
2,2
2 2
313
212
3i3
3'4
2 33
3T3
4(4.
3i3
4'3
_2
4;4
313
4i3
4;4
3,3
4'3
4(4
3 8
5i4
PSF
45
74
51
74
79
79
48.000
C,D,E,F,G,
H,I,J,K,L
2
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2
2
2
2
2
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2
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2
2
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2
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2
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2
1 1
2
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2
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2
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2
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2
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2
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41
67
46
67
76
79
53.125
C,D,E,F,G,
H,I,J,K,L�2'
2
2
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2
2
222'222333:33344334;44:43;34'44°43'3414.5'54.3
2
2
3
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2
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3
3'
2
3
3
2
3
3
2
3
5,45.5435'4
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2
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313
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1070 TECHNDLCGY DRIVE
NNENICF_ F L 3_ ANCf
(041)4e0-1600 ,... -�ST
CERT.CFAUTH.Y29M ALUAcwmm rozm,.: YGimous7NE�.rt SH7W
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12
SCREWS INTO METAL
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 -1712" MAX. FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
6" MAX. BELOW MTG. RAIL
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
JAMB ABOVEU
MiG. RAIL
JANB BELOW
MiG. RAIL
JANB ABOVEL
MRG. RAIL
JAMB BELOW
MfG. RAIL
SEE TABLE 2 FOR
FULL DP
;E SPACING, STANDARD VIEW
'LE HUNG WINDOW, IMPACT
.e ur o.+era
NTS 1 9 d 11 4040-20
REW%D
g w)tF11m Fkft
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"O1`1 LYH/V����iii
r
' ocENss��!
` No. 58705 •��
SO
A. L�YNt1l( ly LEFl, P.E.
FL P.E.# 68705
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:
ANCHOR TYPE:
17.125
22.668
28.211
33.754
39.296
1
44.839
50.382
65.925
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19.125
D,E,F,J,
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1
1
1
1-1
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
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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
24.000
D.E,F,J
K,L
........
1
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1
1
'-i-'
2
2
- —
2
..__....
2
............_
2
2
.__ ......._...............__.._..
2
2
3
_.......
3
_..--
2
----...._...
3
3
_..._....
2
._..........__.._.
3
3
_..... _
3
.. '3
3
_
3
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3
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4
32000
D'E,F,J,
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1
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1
1
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1
1
2-3
2
1
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2
1
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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
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
2
PSF
79
79
79
79.
40.0DO
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
8
PSF
79
76
79
77
79
79
79
44.000
D,E,FA
K,L
2
1
2
1..-.
2
1
2
2
2
Z
'2
2
2
3
-_3._.
3
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4
4
4
2.
3
2
5
2
4
2
3
2
5
2
5
2
.4.
2
_ 5 ...__5_
2
2
_....4.
2
6-
PSF
78
79
70
79
79
71
79
73
76
48.ODO
D,E,F,J,
K,L
2
2
2
2
2
2
2
2
2
3
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2
2
5.....
2
4_
2
.._5........5...
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2
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2
3
5...
2
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2
8.._s..
3
2
5.
2
6.
1
1
1
2
2
2
3
._3....
3
4
PSF
71
79
63
71
79
67
74
66
77
69
69
53.125
D,E,F,J,
K,L
2
2
2
2
2
2
3
2
2
3
2
3
3
5
2
4
3
S_
3
6
2
5
3
3
2
3
3
2
3
1
1
1
1 2
2
2
3
3
3
4
4.
4.
6
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
31.1D6
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WIDTH
19.125
1
1
1
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
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
1 3
4
2
3
79
37.000
2 1 2
2
2 2
3 2 3--37
2 1 3
3 1 3• 1 3
3 1 3 3
4 1 3 1 3
4 1 3 1 4
40.000
74
2 2 2
2
2
2
3 2 3
3 2 1 -3
3 3 3
4 3 3
4 1 3 1 4
4 3 4
68
78
44.000
2 2 2
2
2
2
3
2 3
3
63
72.
,79'
48.000
2
2
3
2 3
4 3 .' 3`
: 4, 3, 4,
4 3 .4
5 3 4
5 3 4
�t�--2
66
72
53.125
2
3
3 3
4 3 4
4 3 4
5 3 4
5,_ 3 5
5 3 5
1070. VEN CEE,`�ns"E ANCHORAGE SPACING, 1
(B41) 480-1600 rr
o6•Bs/17 ` o NO CHANGES THIS SHEET. CFRT.OFAUTM.lf+M ALUM.:SINGLEHUNG WI
7ASW JJ. D,br ? W7 xLwaKte SM00 NTS 10 d 11
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 -114" ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD - 18 1!2" 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 S. 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 3B" 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 REQS.
TABLE 7. KEY:
MAX PSF SEE TABLE 3 FOR
(DP LIMITED) 112 FULL DP
HEAD 2
JAMB ABOVE 2
MTG. RAIL
(FULL DP)
HEAD 2
JAMB ABOVE 4
MTG. RAIL
TABLE 8. KEY: PRODUCT REVISED
' enmplymg With dw FTotide
MAX. PSF Building Code
Aveeru.wNo( Y45DW
(DP LIMITED) 112 'm Date ,�Zl
JAMB BELOW 2 By
MTG. RAIL Mi Dade Pmr(
�•`` SON....... !V ,y�� ''•.
FU( LLDP)
e ��;.•''110ENSF •,C�
JANE BELOW 2
MTG. RAIL = * : N0.58705
SEE TABLE 3 FOR -
FULL DP -
��0� 0
10NAL ENG,,
A. LYNN MIL P.E.
FL P.E.# 58705
4040 20
EXTERIOR INTERIOR
<�] � •
NOTES:
IN MIAMI-DADE COUNTY, USE ONLY MIAMI-0ADE COUNTY
1-3/4' MIN. EDGE WOOD ANCHOR
1. FOR CONCRETE APPLICATIONS
(ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2 $ 3)
-APPROVED 1/4' ELCO ULTRACONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
2-1/2" MIN. EDGE CONCRETE ANCHOR
ANCHOR TO CONCRETE EDGE IS 1 3/4' FOR ULTRACONS INTO CONC., 2-12• E.D. FOR
(CRETEFLEX ANCHOR) (SEE NOTE 1 $ 3) 2x WOOD BUCK
INTO CMU AND E INTO CONC.
CONS AND IN #1
WOOD
(SEE NOTE 3) 1' MIN. EDGE
2: FOR APPLICATIONS MIAMI-DADE COUNIY,SE STTEE SCREWS (GS),
3.35 KSI MIN.
�'
1/4° SS4 CRETE-FLEX FOR DETAILS B $ D OR 0.131'0 x 2-12' COMMON NAILS (F1887 NL CM
CONCRETE •:•
S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED
�' •"' 1 3/4"MIN.
ONLY (SEE DETAILS E, F AND G THIS SHEET)
•' 1 3/8"
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x o MIN.
TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK a
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) —1 — 1
1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4"
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
1/4„
MAX
4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM
6063-T5 AND A MINIMUM OF 118" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
DETAIL A DETAIL B
THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045'
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE
SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1-1l4° MIN. EDGE (CMU) 1-W4' MIN. EDGE (ULTRACON INTO CONC.)
WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL
ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
2-1/2' MIN. EDGE (ULTJCRETEFLEX INTO CMU $ CRETEFLEX INTO CONC.)
1.W4- MIN. EDGE (GONG.)
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1/4" MAX. SHIM—►{ if 1 3/8°
MIN
5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
6. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
1/4" MAX. SHIM _
CONCRETE ANCHOR,'
O T to
' FH BELOW MEETING
RAIL. (SEE NOTE 2)
3.35 KSI MIN. CONCRETE
r OR 1.5 KSI MIN. CMU
1x BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4' —+ I y SIW MIN.'EDGE
2-12' EMBEDMENT MAX-
SHIMn WOOD FRAME
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
EDGE FLORIDA BUILDING CODE.
-WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
1/4"
—WOOD FRAME MAX.
_[SHIM 1
V EDGE PRODUCT REVISED
5/8" MIN.
.131'DIA.MIN. .a plying withlbeFluid
2-12" EM EDMENT x 212° NAIL, Buil&.S Code
AT CORNERS Acceptmw ) —Of so.Ob
.131" DIA. MIN. AND 5" O.C. >:,3,iTnTpx��e w
x 212' NAIL, WOOD FRAME
AT CORNERS
AND 5" O.C. 5/6"MIN. EDGE
717
.131- DIA. MIN. �I�I�IIIII
va• x 2 v2"NAIL, o`� aDNY
MAX
AT CORNERS ��` `1• ' LtCENS�c'•
SHIM AND 5' O.C. ;;2-1t,2" EMBEDMENT
DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) *' . No.58705
TYPICAL INTEGRAL FIN ANCHORAGE 77 : TE
�1a7aTECHNOLOGY ORIVE °�� ,nF
N. VENICE; FL3!Zls.. ANCHORAGE DETAILS ;6`S, .. coRroP.. ' \C\.
Is4ilma-isoo ,.• L
CERT.OFAUTH.,lms ALUM. SINGLE HUNG WINDOW, IMPACT �111
JR OGNBH7 G REIRSED7DMATCNNEW2017F8CAM:HORAGE. - � M, Ter. A. LYNPI�I�LtR. P.E.
apo„e,: a•le [Tr/a/ n,fz �COPYRI KT;�
FJC 811A5 J.J. 223N7 NLpgHT5pE56tuID SM00 NTS 11 11 4040-20 G FL P.E.#58705