HomeMy WebLinkAboutNOA # 170630.08i
SEP 2 7 2018
MIAMI•EaADE 1ucle coon
tY• Per►nitting
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
1J p Pr W 1'4c7(050
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
PGT Industries, Inc.
1070 Technology Drive DEC 13.2018
North Venice, FL 34275
SCOPE: Permitting Department
This NOA is being issued under the applicable rules and regulations g venft 1Y�iute cCo i(iL
materials. The documentation submitted has been reviewed and accepte i D d-
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 11SH-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 09/01105, with revision G dated 06/06/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
1 � NOA No. 17-06 30.08
� Expiration Date: March 26, 2021
Approval Date: November 30, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact"., sheets 1 through
11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, -Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0714.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted 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)
7, #a vu P, " a, , .
Manuel er P.E.
Product Contro Ex iner
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (com m um
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. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
Manfiel ere P.E.
Product Contr l Exa)fniner
NOA No.\kZJ0630.08
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 51h
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 "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
6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0714.06)
G. OTHERS
1. Notice of Acceptance No.16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
C1 r-41act-14 Nds 4
anu r z, P.E.
Product Co rol E aminer
NOA-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. 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 `FVB 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 TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7116"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)
E. 7/16" 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.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 TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' 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 TROSIFOL' PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I. 13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
WITH A .090" KURARAY TROSIFO� PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEXs PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13116" LAMI IG: (1) LITE OF 1k8" TEMPERED GLASS, AN AIR SPACE AND 7116"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 118" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOI PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" 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)
M.13/16' LAMI IG: (1) LITE OF 1/8" 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" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
CODES/STANDARDS USED:
:2017 FLORIDA BUILDING CODE (FSC), 6- EDITION
�2U14 FLORIDA BUILDING CODE (FBC), STH EDITION
-ASTM E1300-04
*ANSI/AF&PA NDS-20/6 FOR WOOD CONSTRUCTION
OALUMINUM DESIGN MANUAL, ADM-2016
•AISI S100-12
OAISC 36D-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
Matedai
Min. Fy
I Min. F
Steel Screw
92 ksi
120 ksi
Elco UltraCorM
410 SS Elco CreteFlex®
155 ksi
127.4 ksi
177 ksi
189.7 ksl
6063-75 Aluminum
16 ksi
22 ksi
A36 Steel
38 ksl
58 ksl
Gr. 33 Steel Stud
33 ksi
45 ksl
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTI- 4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTI- 4650, FTL-4651, FTL-4723, FTL4957, FTL-4958 AND FTL5063.
ANSUAF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIESIMODEL 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.
07O M0LFOG3YDRIVE
NVICE
GENERAL NOTES
(941)480-1800
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ALUM. SINGLE HUNG WI
CERT. OF AUTH.712M
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PRODUCT REVISED
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IMPACT /ONAL
a A. LYNN MILLER, P.E.
4040 20 G FL P.E.# 58706
1/2" NOM.
GLASS BITE
Part#
Description
Material
71
Kommeding 4SG TIPS Spacer System
See this
Sheet for
Materials
72
Quanex Super Spacer nXrwith Hot Melt Butyl
73
Quanex Duraseai Spacer
74
Cardinal XL Edge Spacer
.AT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
.090PVBINTERLAYER
;AT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85
71-74 71-74 a EXTERIOR INTERIOR
1 (ALL SECTIONS)
"PVB" _
KURARAY TROSIFOL
1/2" NOM. 1/2" NOM. PVB INTERLAYER
46 or
GLASS BITE
GLASS BITSAFLEXOPVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
70 38 70
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 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 AIR SPACE
1/8" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS
13/16" NOM. 13116" NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
STRUCTURAL
)LYISOBUMENE
WITH DESICCANT
EXT. GLASS
KODISPACE
71 4SG TIPS
STRUCTURAL
SILICONE
NOW. FOAM
WITH
DESICCANT
EXT.GLASS—/
GLASS
BUTYL
NOM
BUM 8
DESICCANT
FOAM
EXT. GLASS--,
Tz
SUPER ODURASEALO
SPACER®NXTSPACER
N. VENICE. FL 34276
(941) 480.160D
CERT. OF AUTH. #29298
NOTE:
LAMI IG OUTBOARD
LITES MAY BE
UPGRADED TO 3/16"
WITH NO CHANGE IN
DESIGN PRESSURE.
"ENT POLYISO- DESICCANT FILL AREA
BUMENL 6/16"NOM. PRODUCT REVISED,
SEAL as complying With the Florida
SILICONE SEAL Building Codo
ROLL -FORMED Acceptance No / VS
STAINLESS STEEL Expiratign Date MAI
EXT. GLASS —\/]I III ]III//// I I Altmupad"Ta�r,.oTO' I ,
GLASS // DINT. GLASS : �1�••'• �ICEN@F
"L•:!(���:
XL EDGEITI *; No.58705 '
70 SPACER
'SkTA w0j:
_GLAZING DETAILS ';FS+'' ��ORIDr. ,`
ALUM. SINGLE HUNG WINDOW, IMPACT /1' 1 L, LENG`��
a�as"re are erne w..bw are A. LYNI(1 I; ELER, P.E.
® SH700 FUII 2 e 11 , 040.20 G FL P.E.# 58705
1/1 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" 7W' 72"
74".
TABLE 1.
76"
48"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-60.0
SO"A,B,M
+B0.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+79.0
-79.0
62"
A,B,M
+80,0+80.0
J-8D.0+80.0
-80.0
+8D.0
-80.0
+80.0
.80.0
+78.6
-78.8
+77.3
-77.3
+75.9
-75.9
53118"
A,B,M
+81.0
+80.0
-80.0
+79.6
-79.6
+78.2
-78.2
+76.9
-76.9
+75.4
-7-A
+74.0
74.0
UPTO531/8"
C,D,E,F,G,H,I,J,K,L
+80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+g0.0
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" 1 60 618" 1 63" 7T' 74"
TABLE 2.
76-
'a.
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
-80.0
+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
-80.0
+76.9
-76.9
+70.0
-70.0
+68.8
-68.8
+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
-68.7
+65.6
-65.5
UPTO63118"
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
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3
BASED 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 I GLASS TYPE 1 171I8 221U16" 28 3116" 1 33 3/4" 39 6/16" 4413/16" 1 60 3/8" 1 as 16116"
53118" D,E,F,J,K,O +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 +70.0 -70.0
GLASS TYPES:
TEST REPORTS TABLE 4.
A. 6116" LAMI - (1/8"A,.090,1/8"A)
FTL4647, 4648, 4723, 4957
B. 5116" LAM] - 1/8"A,.090,1/8"HS)
FTL4647, 4648
C. 6/16" LAMI - (1/8"HS,.090,1/8"H$)
FTL4647, 4648
D. 7/16" LAMI - (3/16"A,.090, 3/16"A)
FTL4645, 4886
E. 7/16" LAMI - (3/16"A,.090, 3/16"HS)
FTL4645
F. 7/16" LAMI - 3/16"HS„090, 3/16"HS)
FTL4646
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 -1/8" T, AIR SPACE, 6/16" LAMI - (1/8"A490,1/8"HS)
FTL-W6
I. 13/16" LAMI IG -1/8" T. AIRSPACE, 5H6" LAMI-(1/8"HS,.090,1/8"HS)
FTL-W6
J. 1all 6" LAMI IG -118" T. AIR SPACE, 7116" LAMI -(3/16"A„090, 3/16"A)
FTL-4649, 4650
K. 13116" LAMI IG-1/8" T. AIR SPACE, 7/16" LAMI -(3/16"A,.090, 3/16"HS)
FTL•4649, 4650, 4958
L. 13116" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3/16-HS,.09% 3/16"HS)
FTL-,649, 4650
M. 13/16" LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.09D, 1/8"A)
FTL-6063
MEETING RAIL
HT.
F-X- � H
^o^
HT. MEETING RAIL ����
�H
W NT.
"0" MINUS
- SASH
HT.
HT.
MEETING RAIL
"X" 4 t Sf\SH
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 1 WOTECHNOLOGY OR -
LIMITATIONS. N. IENICE, FL3427s Fj=,�� DESIGN PRESSURES
THIS
(941)489-1909
CERT. OF AUTH.029M
COPYRI K.MIF
ILUM. SINGLE HUNG WINDOW, IMPAC
s. J�NNTS 1 3 , 11 � 4040-20
PRODUCT
as -mO*
BuDdmg CC
111111111I
. ........ N
t11-(CENSF/``<T
*� No.58705
RID
A. LYNN MILLER `P.E.
FL P.E.# 58705
531/8" MAX. FLANGED WIDTH
521/8"MAX. I.F. WIDTH
49 5/8" MAX. FIXED
DLO (ALL) D
5"AX.
SEE DLO I.F.
O
TABLE j D —J HEI HT
L �76" MAX.
TABLE � 7111
O 1��j
X j I 3SASH HEIGH
VENT DLO (ALL)
DETAIL A
1 /1
DETAIL B
VIEW (STANDARD SASH)
B E--j
75" MAX. 75" MAX.
I I.F. I.F.
HEI HT E HEI HT
SEE DLO SEE DLO
TABLE O j 76" MAX. TABLE O j 76" MAX.
FLANGED FLANGED
HEIGHT HEI HT
SEE DLO,T LE X j I SASH SEE DLOTABLE X % SASH
HEIGHT 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 & C) ARE BASED ON A THREE OVER TWO FORMAT.
1070 TECHNOLOGY DRIVE <`
N. VENICE, FL ii ELEVAT
(941)480.1000 nr
ey ps R�Ntb! CERT.OFAUTKAIM 88 ALUM. S
JR 08NS/17 O NOCHANGESTH/SSHEET. COIrvWGHTCM7 swebae
O FJII Otte urea+ Olean Pal emusmes.wa ® 3H700
F.IG �1/DS J.J. 2/23N7 u�wanrenesrnvev
C —•
I
75"MAX.
C
I.F.
SEE DLO
TABLE
j
HEI 3HT
76"MAX.
L
NGED
FLANGED
HEI HT
SEE DLO
SEETABLENO
E
E 4
E
DETAIL C
RADIUS TOP (STANDARD SASH)
NTS I 4 all I 4040.20
PRODUCTREVISED
as wmWYi++3 with the Florida
Building Code —
Cl�; '' LICENSE'• /!!i
1}P No.58705
al��-- *_
0.•' STATED /7 •���
iT'.
DPI
�"',',�OIVAL IENGt
A. LYNN MILLER, P.E.
FL P.E.# 58705
i�--2.784"--{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH.(26 27 NOTE: BALANCE PARTS USED
r� INSIDE MAX. VENT DAYLIGHT OPENING
BASED ON SASH WEIGHT
1 �� III INSIDE n 9,10,11,15,16
F::
MAX.
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYLIGHT
cif'
SECTION B-B
(LOW SILL SHOWN)
I q (LOW SILL)
SEE NOTE ABOVE
nULTRALIFT
12 ONLY
OUTSIDE
�----MAX. FIXED LITE DAYLIGHT OPENING
r— MAX. WIDTH
SECTION A -A
INTEGRAL FIN Q.F.) FRAME SECTIONS INSIDE
ftvm I . I 47
Ff I
2.$ 46
HIGH
SILL 2.22, 30
LOW
�L
HIGH SILL 48 LOW SILL HEAD
2.710'
I.F. FRAME q
II
(HIGH SILL)
54
ULTRALIFT
12 ONLY
ALTERNATE HIGH SILL
370 TECHNOLOGY DRIVE
N. VE1' FL3. (�
(947)OtiO.160D I l�
CERT. OF AUTFL #26296
F2ODUCr RhwISED
as comply
mg with the F4ri48
Building Code ,,, ,, _ _
* ; No. 58705
SECTION C-C ` >t
RADIUS TOP
DETAIL - FLANGED VERSION) MATE.�
.T
ALUM. SINGLE HUNG WINDOW, IMPACT /� I t ' "' CP.E
:.a aueae sak — rem A. LYNN MILLER, P.E.
srnoa Half 5 d 11 4040-20 G FL P.E.# 58705
ITEM I
DWG.# I
DESCRIPTION
PGT#
1 1
4002A IFLANGE
FRAME HEAD
612225
2
1155 1#8
X 1.000 QUAD PN. SMS
781 PQA
3
4003C I
FLANGE FRAME SILL (LOW SILL)
612226
5 1
1628 JADHESIVE
OPEN CELL FOAM PAD
7PAD1626
6 1
4004 1
FLANGE FRAME JAMB
612227
7 1
4025
ISASH STOP
612244
8 1
4025
ISASH STOP (EGRESS)1.125 LONG
612244
9 1
4029
ISPIRAL BALANCE, 3/8", 5/8", OR 11/16"
10
1080 1
BALANCE COVER, 3/8"OR 5/8"
6BALCVR918
11
#8 X.750 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
108511086
SASH TOP GUIDE
42504
15
#8 X 1 PHILLIPS FLAT HEAD S. STL
78X1 FPAX
16
1080-1
BALANCE COVER,11/16"
6BALCVR670
17
4063
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
#8-32 X 1/2" LG. PH. FH. TYPE F S. STL
7832X12FPFX
21
4054C
FIXED MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
64006
25
1235
WSTP.,.170 X 270 BACK, FIN SEAL
67S16G
26
1096
SWEEP LATCH
71096
27
1016
#8 X.625 PH. FL. SMS
7858
28
4007
SASH BOTTOM RAIL (LOW SILL)
612230
30
1226
WSTP., BULB VINYL
6TP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAMI SETT1NGBLOCK 3/32"X25/64"X1"
71622K
36
1052
LAW IGSETTING BLOCK I"X3/4"X1/16"
71062K
37
1224
VINYLGLAZ BEAD BULB (THICK)
6TP247W,K
38
1225
VINYL GLAZ. BEAD BULB (THIN)
6TP248K
41
4039B
GLAZING BEAD, 5/16 LAM GLASS.
84039B
42
4044B
GLAZING BEAD, 5/16 LAM] W/GRILL KIT
644703
44
4222A
GLAZING BEAD, 7/16" LAMI
64222
45
986C
GLAZING BEAD, 7/16" LAMI W/GRILL KIT
6985
46
4067
GLAZING BEAD,13/16" LAW I.G.
64067
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAME, I.F. LOW SILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
50
4074B
FRAME, I.F. JAMB
64074
52
4009
SILL LATCH (EGRESS) (LOW SILL)
764009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME (HOR. 8 VER.)
61014
56
1630
SCREEN CORNER KEYWRINGS
71630
57
1631
SCREEN CORNER KEY W/OUT RINGS
71631
58.
1073
SCREEN SPRING
7CASP
59
1624
SCREEN SPLINE-.135 DIA FOAM
61624K
THIS SHEET.
60
1 1635
1 SCREEN SPLINE-.135 DIA HARD
61635K
61
ISCREEN CLOTH
61816
63
505
JGLAZING CHANNEL (.688 X.500)
6533402
64
1161
1#6 X 1.000 PH. BUGLE TEK
706XI
67
GLAZING TAPE,1116 X1/2-7/16 LAM]
62BV1510
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" LAM. 018"A.090 PVB,116"A)
81
B. GLASS, 5/16" LAM], (1/8"A.090 PVB,1/8"HS)
82
C. GLASS, 5/16" LAMI, (1/B"HS,.090 PVB,1/8"HS)
83
D. GLASS, 7/16" LAMI, (3/16"A.090 PVB,3/16"A)
84
E. GLASS, 7/16" LAMI, (3/16"A•090 PVB,3/16"HS)
A5
C nt eec 7/1t:^ 1 e1Jll /StHR"WC nan PVR 54ll R"HS1 -
86 JG. GLASS,13/16" LAM] IG;1/8"T, AIR SPACE, 5116" LAMI, (1B"A•090 PV8,1/87A)
87 H. GLASS,13/16" LAMI IG;1/8'T, AIRSPACE, 5/16" LAMI, (1/8"A,.090 PV8,1/8"HS)
88 I. GLASS,13/16" LAM] IG;1/8"T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PV0,118"HS)
69 J. GLASS, 13/16"LAM IG; 1/8"T, AIRSPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"A)
90 K GLASS, 13/16" LAMI IG;1/8"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"HS)
91 L. GLASS. 13/16" LAMI IG:1/8'T. AIR SPACE. 7/16" LAW. (3/16"HS,.090 PVB,3/16"HS)
2.784
1. 30
.062
ipL-�� - -
47 FRAME, I.F. HEAD
#4071A,6063-T6
49 FRAME, I.F. HIGH SILL
#4073A,6063-T6
48 FRAME, I.F. LOW SILL
#4072A,6063-TB
2.374
2.71011
.082 NOM
THICKNESS
50 FRAME, I.F. JAMB
#4074B,6063-T6
(USED AS RADIUS TOP HEAD)
(e41) 480.1600 of
CERT. OF AUTH.#=6 ALUM. SINGLE HUNG WINDOW, IMPAC
eormivt+roawr s.xn�e
R*Hnmrts,wa ® 9H700 NT$ 6 b 11 4040-20
�u rticnrartesEavm
PRODUCT REVISED
w complying with the Flwide
Bwidio5 Code
Acceplenoo !-17b3D, a 1
Io�
Mlan Dode ProductC '
* PIO, 56705
•'•'c4ORIDP, xf
1/1-'ONAL
A. C'FNN1NtlLP.E.
FL P.E.# 68705
I.F. FRAME SEALANT ALONG ENTIRE JOINT
1 or 47 2 i� I.F. FRAME
I �
I---2.784--{ .082
13161 I �I II
2.830 2.330
1 t —1
.062
6 or 50
O FLANGE FRAME s EAD
6I~-2.78a�
1 749 O FLANGE FRAME SILL (LOW)
W03C,6063-T6
2.710 1 �-1.513-►j 738
082 .490 ,040
.082 "�
�1.451�
SASH STOP SASH STOP COVER
O FLANGE FRAME JAMB O #4025, 6063-T5 17 #4053, 6063-T5
#4004,6063•T5
(USED AS RADIUS TOP HEAD)
-►j 1.342 Aq
.0625
21 FIXED MEETING RAIL
#4054A,6063HD-T6®
�2.326 �I
I+--- 2.279—� T
1.979
1.707 [.7062-
-1 os2
WELD
FSLONG
6 Or 50 CREW
W
SEALANT OR GASKET BOSS (2)
AT HEAD AND SILL
I
VIEW D-D VIEW E-E
(1!1 &VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
.05�
- 1.165 .678
1.096
.062 1•349 41 GLAZING BEAD, 5/16"
#4039B,6063-T5
23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)
R4006C,6063HS-T6 #4007,6063-T5
O5�
.678
1.096 UUUUUU lll---�L���-I��L T
O GLAZING BEAD 7/16"
#4222,6063-T5
(. 2.784
69 FLANGE FRAME SILL (HIGH)
#4050A,6063-T6
31 SASH SIDE RAIL
#4008,6063-T5
(-2.326---1
2.638
.062— E
68 SASH BOTTOM RAIL (HIGH)
#4051A, 6063-T5
D70 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(941) 460-160D
CERT. OF ALITH. #Y211296
i
.050- -1ST
678
1.115!-T
45 GLAZING BEAD, 7/16"
#985C,6063-T5
(USED W/ GRILL KIT)
050-+678
i
42 GLAZING BEAD, 5/16"
#40445,6063-T5
(USED W/ GRILL KIT)
i 6050
46 GLAZING BEAD, 13/1
#4067, 6063-T5
FRAME CORNER DETAIL
ALUM. SINGLE HUNG WINDOW, IMPAC
setxtok sole em.c o�pxx .
sH7oo Half 7 d 11 4040-20
PRODUCT REVISE
m complying with the Florida
Ruiwag Code
Accoptanco 14o / obso"P&
1.=o(ratwa Date i'll�l I
rjNY LYNN '�..
4�. . • LICENgF `
* : NO. 58705 *�
:27-
A. 61NOW, I�t6M YI E`
FL P.E.# 58705
ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
SUBSTRATE: 28.603 1 34.603 40.603 1 46.603 52.603 1 58.603 64.603 1 76.000
ANCHOR TYPE:
moNz
Z"'ONz
zc?iI
Z"ONz
zcnONZ
Z`"'ONz.-z°'ONz
Ulq111
zN0C,
0—
z
WIN DOW
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No
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O
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WIDTH
TYPE
?s
3
�
�
3
�
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C,D,E,F,G,
H,I,J,K,L
1 2
1;1
111
1 2
1'1
1i2
2;2
1�2
2f2
2r2
2j2
2T2
2_;2
2T2
2 2
2 2
2j2
2;2
2 2
2 2
2;2
213
2j2
313
19.125
1
1
1
1
1
1
1
1
1
1
1
1
1
1
112
111
111
1�2
111
1i2
212
1l2
2�2
2;2
2 2
2 2
2i2
2;2
2,2
2j2
2;2
212
2 2
2(2
2;2
2j3
2l2
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
H,I,J,K,L
�.._
12
lil
112
112
1 2
1,2
2r2
1 2
2j2
2 2
2(2
212
2j2
2 2
2 2
2f3
2�2
2 2
2 3
2j2
2;3
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
112
1!1
1 2
112111211
-1-1.
2
2j2
1!2
2 2
2j2
2�2
212
2j2
212
2j2
213
2 21212
213.2
2
2,3
3j3
212
3;3
CpEFG
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2 _
1
1
2
1....
HI,JKL
1-r2
1 2
2i2
213
1j2
2r2
I
P S
1i2
2 3
2'3
I
2j2
2�3
2'3
2T2
I
2j3
3 3
j
I-
212
313
I
314
3 2
3j3
3 4
3j3
4 4
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
ARM
1!2
1;2
2'2
2 3
1 2
2j2
213
1'2
-1
2 3
--
213
-
Z2
213
- -
2 3
2r2
2 3
3F3
2 2
313
314
3l2
3!3
314
313
4 4
C,D,E,F,G
1
1_
1
1
2
1
1
2
1
2
2
1
2
2
2
1
2
2
1
2
H,IJ,K,L
2 2
1 2
212
2j3
_1
1j2
_1
213
2�3
212
2;3
213
212
2 3
2 3
213
2j3
_2
3 4
_1
2 3
3�3
3 4
3 3
3j4
315
3 3
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
212
112
212
2j3
1 2
2!3
2i3
2i2
213
2j3
2j2
2t3
2i3
23
213
3 4
2i3
3T3
3141313
3i4
3 5
33
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
....:...................r..._
2
2
2
..._ _.
40.000
H,I,J,K,L
2 2
_...
1.2
_.. .._.-,....
2�2
213
_..
252
2�I3
213
212
213
2 3
_2
2I3
2j3
2114
2j3
L...
313
3 4
2 3
3i4
115
313
3'4
4 5
3 3
4 4
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
A,B,M
2 2
�_
1!2
.._
212
�.._
2i3
_
2;2
---
213
--r
2!3
...�
2i2
_..._.._.
213
_
2;3
_.r._..__
2j3
2;3
2!4
2(3
_2_
3,3
_
3�4
._.r
25
_._ ._
3j4
_..._
3j5
3�3
�...T
3;4
4i5
._
3 3
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414
PSF
79
C,D,E,F,G,
2
1 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,dK,L
2 2
2 2
2 2
213
2j2
2l3
2j3
2 2
3 3
2 4
2j3
3t3
3j4
2 3
313
3' 4
213
3'4
31b
3 3
3'4
4T5
3r4
4 5
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2.
2
2
2
ABA
2j2
2 2
213
Z
2j3
2'3
212
3i3
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3;4
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3 4
2J3
3�4
3"5
313
3 4
4 5
3 4
4 5
2 2
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2.
2
2
2
2
2
2
2
2
2
2
J.
2
2
3
2
2
48.000
H,I,J,K,L
2 2
2i2
2 2
2I3
2;2
213
_2
3!4
2!3
3j3
3I4
2 3
3�4
3�4
_2
2 3
3�4
315
3 3
314
3j5
3 3
4'5
4T6
374
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
AgM_-..
2 2
2j2
2 2
-
Y13
212
2i3
3l4
213
3 3
__r_._._..._...._
314
213
3j4
�_...._.�
3j4
213
3T4
3 5
3�3
314
�......
315,313
..
_....-,
4;5
416
-,—
314
— ..
5 5
PSF
72
79179
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
53.125
H,I,J,K,L
2 2
2 2
2 2
2 3
2 2
2I3
3j4
2i3
314
3 4
2;3
314
3j4
3i3
3y4
315
3'3
4 4
4;8
3 4
4:5
416
314
516
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
3
ABM
2;3
3'4
2:3
3,4
3 4
2'3
314
3 4
3;3
3�4
315
313
4'4
4 5
313
4 5
4!6
3i4
4 5
2 2
2 2
2 2
2 3
2!2
SHEET.
)70 TECHNOLOGY DRNE
N. VENICE. FL 34275
(941) 480-1600
CERT. OF AUTH.O2M
ALUM. SINGLE HUNG WI
c ads m8
sHmo MS 8 d 11
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
FOLLOWIING 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.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
MAX. PSF
(DP LMTED) 118
HEAD 2
JANIB ABOVE 2 3
MTG. RAIL
PRODUCr RBVISW
JAMB BELOW ���mP+rine.aaral�l
MTG. RAIL n�'amscoae YLOE
(FULLHEAD 2
Miam' ade ProaoCt
JAMB ABOVE 2 3
MITG. RAIL
i
��.W� .. LYN/yM
'
JANB BELOW
��;. 11GENgF
MTG. RAIL
SEE TABLE 1 FOR
* ; No. 58705
FULL DP
� •� �TA�FI �: •(V��
WINDOWS
• F <v;
'�i ''•.4ORIO?•.•'
,'S+S�O....
OW, IMPACT
A. LYNNAnYI�RAP��•
eeva
as
4040-20
G
FL P.E.# 58705
QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
37.155 44.655 52.155 59.855 67:155 74.65
U U U U 0 U U 0 U U O U U U
Z zm0 Z Zr;O z zc�0 z z110 z�ZcoO z
I N O O N Q N O O N N O O N Q N O r O N N O O NON O
C.i a 5 U :i U Oj ii i� U U �j U
j__tH,ll.A,KL
19.125
AB'
24.000 H,I,J,K,L
A,B,M
FA,B,M
E,F,G
32.000 ,J,K,L
37.000 H,I,J,K:L
A,B,M
ANCHORAGE NOTES:
TABLE 6.
1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS.OR #12
SCREWS INTO METAL
2 -1 /4' ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
76.000
N O
' O
2. ANCHOR LOCATIONS ARE BASED ON THE
U
U
FOLLOWING DIMENSIONS:
HEAD-18112" MAX. FROM TOP CORNERS
1
1
-
JAMBS-171/2" MAX. FROM TOP CORNERS
2 T 2
3! 2
15" MAX. FROM BOTTOM CORNERS
6" MAX. BELOW MTG. RAIL
1
1
2 2
3! 2
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
1
1
212
3 2
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1
1
2 T 2
3 2
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
1
1
{ 3 2
4 3
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
{ 3 2
4! 3
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
2
{ 3 2
413
REQUIREMENTS.
C,D,E,F,G, 2 1 2' 2 2 Z ...._.._...-..-�.._.._.�.T__..
._�._.«.
H,I,J,K,L .3i3. 3134;344�_
, 3�3334�
2_
40.000 2.z_ 2F23314433_._ ..5._y1
._3..
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_,_._... _..__. _.._,._...... _.. .._......_ _...._,�..._.._ !_...... ..4141 _.--- ..
1 1 1 1 11112121 2l2 2!2 2;3 212 3!3 3'3 212 3.3 413 3!3 4r3 3 3 3;3 4j3 4,4 3.3 4�3 3i3 5�3
PSF 49 79 55 79 79
C,D,E,F,G, 2 2 2 2 2 2 2 _2 _2 2 2 2 2 2_ 2 _2 2 2 2 2 2 2 2 2
44.000 H,I:J,K,L 1 1 1 1 1 1 2 2 2T2 2 2 8{3 2I2 3;3 3�4 2 3 3�3 4T4 33 4;3 4!4 3 3 4(3 4i4 3�3 4T3 4r4 3r3 54
ABM 2 2 2 2 2 2 _2 2 2 2 _2 2 2 2 2 2 212 2 2 2 2 _2 2
11111122272223132'23133l42�3 3T344334%341431343443,34;'34>43;3514
PSF 45 74 51 74 79 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2
H,I,J,K,L Ti48.000 1 1 1 1 1 1 2 2 2;2 2 3 3 212 3 3 3;4 3C3 313 414 3;3 4:4 4,4 3 3 4 4 414 413 514 4,4 413 5 4
ABM 2 2 2 2 2 2 2 2 2 2 2 .._2. 3 2 2 2 2 2 3 2 2 3 2 2
_......._ — - _ _ .._. T 7 _
1 1 1 1 11112121 2i2 2 2 3 3 212 3 3 3I4 313 3r3 4:4 3 3 4'•4 4�4 313 4'4 4T4 4(3 5i4 414 413 5 4
PS F 41 67 46 1 67 76 79
C,D,E,F,G, 2 2 2 2 2 2 3 2 1 2 3 2 3 3 1 2 3 3 2 3 3 2 3 3 2 3
H,I,J,K,L i r
53.125 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3'3 3:3 4 4 - 4,4 4:4 3;3 4 4 4 4 3 3 414 5r5 4;3 5,4 5!'5 4:3 5,4
A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3
11111 1 2222223333334:4313444;4334i44;4334(45;44r35:4 Si44s354
1070 TECHNOLOGY DRNE 4'
N. VENICE. FL$4275 ANCHORAGE SPACING, S'
(941) 480.1000 rr
lbrmblc CERT.OFAUTH.029M ALUM. SINGLE HUNG MY
'R 08m8N7 G NO CWWGES7NfS SHEET. cw,nuarcezm sr+m¢ ee,ru 7—
ey a.r rmma ore v "uWF=NQ ® SM00 NTS 1 9 d 11
F.IC 7/18/DS J.J. 2/23A77 'uLFKilliS ftFSEFVEO
TABLE KEY:
MTG. RAIL YRODUCT'RBvL4HID
JAMB BELOW 1212- tying wgBthnF
Building Code
MTG. RAIL A"_.N. 17-AWD,
JAMB ABOVEI
2 t Z
-
MTG. RAIL
"' QNY LYNN
JAMB BELOW
MTG. RAIL
* : No. 58705 -
SEE TABLE 2 FOR
FULL DP
_
- -
=�o �•• ao I �` ��
/. --�'
IDARD VIEW
ST
��s •.• FT TOE o
%, SIGN,qq.. •
lW, IMPACT
EN
A. LiNMIMI�lEY3, P.E.
max.,
4040 20
a,:
G
FL P.E.# 58705
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 1
22.668
28.211
1
3.754
39.296
44.839
50.382
55.925
ANCHOR TYPE:
o
l`nONZ�Z1`'?ONZ�ZMO
N O
L)
O
U
u
O
c)
o
(1
L)
p
c)
o
O
O
o
tal O
a
NZ-Zmo,z-zgoc4z-Z
L)
0
U
o
p
U
0
rJ
0
N
0
0
c)
o
1'7ONZ-Z1?ONZ-ZmONZ
O
3:
n
c)
()
p
0
0
O
U
0
ONO
c)
0
00
O
U
rZ
O
U
WINDOW
WIDTH
GLASS
TYPE
19125
D,E,F,J,
K,L
1
1
1
...1
1
...,..
1
..2..
1
..2..
1
2
1
2.
1
.2
1
._2.
1
..2.
1
..2.
1
..2.....2...
1
1
2
1
Z
1
..3.
1
.2.
1
.3.
1
3
1
.2.
1
...3.
1
.3.......3..3_.
1
1
24.000
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
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
32000
D,E,F,J,
K.L
1
...1..._1_...
1
1 ....2......
1
1
2......2
1 _
2
...3._
1
_.2..._3
1
2
.3
1
.3......3
1
1
3
1
2..
1
_. 3....._.4..
1
1
3
1
4
1
4
1
3
1
4
1
5
1
3
1
5
PSF
1 79
37.000
D,E,FA
KX
1
1
1
1
1
1
2
2
1
2
2
2
2
._....-._.
3
1
2
2
_.__.,....-
3
2
3
1
---�...........
3
2
4
2
3
1
3
2
3
2
.__.............._.
4
1
3
2
4
2
__..__......._......
4
1
4
2
5
2
__......_....
5
1
4
2
._.....
5
PS
79
79
79
79
40.000
D,E,F,J,
K,L
2 _.
1
2
....
1
2
1
2
2
2
2
2
2
2
3
2
_.__...
3
2
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
3
PSF
79
76
79
77
79
79
79
44.000
D,E,FA
K,L
2
2
2
2
2
2
2
2
..._2.
2.
2
2
2
2
5
2
4
2
3
2
5
2
5
2
4
2
5
2
5
2
4
2
6
1
1
1
2
2
2
3
__2
3
3
4
4
4
4
3
PSF
78
79
70
79
1 79
711
79
73
76
48.000
D,E,F,1
K,L
2
2
2
2
2
2
2
3
..4.......4
2
2
4
2
5.....
2
4.....5.....5
2
3
2
46
2
3
5
2
4SPSF
2
3
2
1
2
3
. 3_..
3
71
79
63
J22
64
74
66
77
69
69
63.125
D,E,F,J,
2
2
2
2
31.
2
2
3
2
4
3
3
6
2
4
3
5
3
6
2
5
3
3
__.....-.._
6
2
5
3
__.._
7
32
._.K,L
6
5
7
11
1
2
3
1 3
1 3
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
1 21.776
24.776
1 27.776
30.776
31.106
ANCHOR TYPE.
0
T'1
N
0
N Z
QO
0
Z
cg
0
W O
Nye
N Z-
0
0
Z,
ON>
0
Ong
0
N Z
8
0
Z
0ON
0
�'? O
0
N Z
0
o
Z
UN5
0
�? QQ
0
N Z
0
0
Z
0°'g
o
On.g
n
N pZ-
U
0
Z
ON4
U
0
P'1 O
5
0
N Z
0
0
Z
UNg
0
e? 0
0
N Zp
U
0
Zp
U
WINDOW
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
21
2
2
2
2
3
2
2
3
2
2
32000
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 1 2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
--4—F 3 T 3
4 3 4
74
40.000
2 2 2
2
2
2
3 2 1 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
78
44.000
2 2 2
2
2
2
3
2 3
3 313
4 3 3
4 3 4
5 3 4
5 3 4
83
72
79
48.000
2
2 2
2
2
2
3
2 3
4 3 3
4 3 T 4_
4 3 1 4
5 3 4
5 3 4
73
58
66
72
53.125
11 2
2 2
2
2
2
3
3 3
4 3 4
4 3 4
5 3 4
5 3 5
5 3 5
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-181/2" MAX. FROM CORNERS
JAMBS -17 1/2" 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
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: PRODUCTREVISED
as cnmp;y;e,g with 81e F&ridn
MAX. PSF Dvild 0g Cock
nc«planm Nol --O�o31
(DP I-NfTED) 112 �ml� Date
JANE BELOW 2 ay
MTG. RAIL MI D°�F1O$�f
FULL DP)
JAMB BELOW 2e
MTG. RAIL
SEE TABLE 3 FOR
FULL DP
1070 TECHNOLOGY DRNE
N. VENICE, FL 34275 ANCHORAGE SPACING, CUSTOM VIEW
(941)460_1600 >�
THISSHEEr.. CERT. (IF AUTN.i1292se ALUM: SINGLE HUNG WINDOW, IMPAC'
CAPMIGNT090I7 > NT5 10 d 11 LN
4040-20POTMN9iE9.M®SH70�w
�r �10ENSF •,���
*Q . NO. 58705 *�
0,! .L ATE 0 17 ,on •`����
� s \
/77 ls1ONAL 'SN�\\
A. LYNNIM 11t. R,P E.
FL P.E.# 58705
1-3/4" MIN. EDGE
GI EXTERIOR INTERIOR
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
(ULTRACON ANCHOR)
(ALL HEAD AND SILL DETAILS)
WOOD ANCHOR
(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 1 314" FOR ULTRACONS INTO CONC., 2-1/2" E.D. FOR
(CRETEFLEX ANCHOR)
(SEE NOTE 1 3) 2x WOOD BUCK
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
(SEE NOTE 3)
1" MIN. EDGE
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5),
3.35 KSI MIN.
1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-11T COMMON NAILS (F1667 NIL CM
CONCRETE
S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED
13/4"MIN.
ONLY (SEE DETAILS E, F AND G THIS SHEET)
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x
o o
1 3/8"
A
TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK
MIN
f
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3)
1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO E
D BY OTHERS OR AS APPROVED BY AHORITY HAVING JURISDICTION.
SHALL
M/AX
1/4"
4. FORIATTACHMENT TOALUMINUM, THE ALUM NUM BE MIN MUM STRENGTH OF
SHIM
SHIM
6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
I IMU OF 045"
1-1/4" MIN. EDGE (CMU)-
1-3/4' MIN. EDGE (CONC.)-
1/4' MAX. SHIM L- —
I /��
DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A M N M
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
1-3/4' MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL
r2-1/2"MIN. EDGE (ULTJCRETEFLEX INTO CMU 8 CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED.
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
1 318" 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
1/4" MAX. SHIM 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
O —T CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
1" MIN.EDGE FLORIDA BUILDING CODE.
Iv v
3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
lx BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4" 5/6'MIN. EDGE
2-1/2" EMBEDMENT MAX'SHIM
n WOOD FRAME
131" DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 5" O.C.
2-1/2"
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
lU
FRAME
131" DIA MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 5" O.C.
t II L.x2 DIA.MIN.
fur= ---III 1/4"
I JS x 21/2° NAIL,
MAX
AT CORNERS
SHIM
AND 5" O.C.
DETAIL F, (HEAD)
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
1171 TECHNOLOGYDRNE
N. VENICE, FL 34T75
(941)480-1600
I TO MATCNNEW 2017FBCANCHORAGE.
CERT. of AUTH. #292M
LJ \ \ 1 I 1
1/4"
MAX.
SHIM
ill 5EDGE
FRAME
EMBEDMENT
DETAIL G, (SILL)
ANCHORAGE DETAILS
ALUM. SINGLE HUNG WINDOW, IMPAC
ne,aamrt are — aar,o,a
s/r7no NTS 11 r 11 4040 20
PRODUCT REVISED
. complying with the Florida
Building Code _ . _ _
V f1111111/1
* : No. 58705
�.pTA EOF
ONACE
A. LYNrI�IL� R, P.E.
FL P.E.# 58705