HomeMy WebLinkAboutNOA; Series SH-700 Aluminium Single Hung WindowRECEIVE®
MAY 1 5 2019
MIAMI•DADE MIAMI-DADE COUNTY
® ST. Lucie 6cynty, Porrif ring 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( www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (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 "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.
NhSSiLE 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.
NOA No. 17-0630.08
(� R Expiration Date: March 26, 2021
�O 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 tinder 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, Durasee 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. 07-032Z 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)
2M 9-,Z,
Manuel ere P.E.
Product Contro Ex liner
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E - 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
B. TESTS (conu%rm)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
A) Small Missile Impact Test per FBC, TAS 201-94
t, 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 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) ,
an el ere P.E.
Product Contr 1 Exa iner
NOA No. 7- 30.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 611 Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC
61hXdition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
afhu r , P.E.
Product Co rojEaminer
NOA630.08
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. 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 1/8" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7/16" 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)
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. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL SAVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116'LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 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.13/16" 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 1/8" 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 AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/6" HEAT STRENGTHENED GLASS
WITH A.090' KURARAY TROSIFO- PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13N6" LAMI IG: (1) LITE OF 118" 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" LAM] CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF 3116" HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFO!' 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" LAM[ 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 OPVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 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 (FBC), 6TH EDITION
�2014 FLORIDA BUILDING CODE (FBC), STH EDITION
�ASTM E1300-G4
:ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL ADM-2015
•AISI S10042
•AISC 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
Material
Min. Fy
Min. F.
Steel Screw
92 ksi
120 ksi
Elco UltraCorO
155 ksi
177 ksi
410 SS Elco CreteFlex(&
127.4 ksi
189.7 kst
6063-75 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksl
Gr. 33 Steel Stud
33 ksi
45 ksi
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.
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FTL4647, FTL-4648, FTL-4649• FTL4650, FTL-4651, FTL4723, FTL-4957, FTL4968 AND FTL-5063.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(941)480.1600
CERT. OF AUTH. rr23296
3ENEIM NOTES
!UM. SINGLE HUNG WINDOW, IMPACT
eva s,.e OwYpNa
SH7W NTS 1 d 11 4040 20
PRODUCT REVISED
.-rAyira with the F od&
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* No.59M *�
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A. LYNN MILLER, P.E.
FL P.E.# 58705
112" NOM.
GLASS BITE
Part#
Description
Material
71
Kommeding 4SG TPS Spacer System
Sea this
Sheet for
Materials
72
Quanex Super SpacernXi'With Hot Mail Butyl
73
Quanex Dumseal Spacer
74
Cardinal XL Edge Spacer
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090 PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
5/16' NOM. 7116" 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\f. _
KURARAY TROSIFOL
1/2' NOM. 1/2" NOM. PVB INTERLAYER
GLASS BITE 46 GLASS BITE m or
SAFLEX PVBINTERLAYERBY
EA§TMAN CHEMICAL COMPANY
70 38 70
118" ANNEALED OR HEAT STRENGTHENED GLASS 3116' 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
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
POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS —
STRUCTURAL
SILICONE
NOM FOAM
WITH
DESICCANT
EXT. GLASS- V
3116' NON.
BUTYL g
DESICCANT
FOAM
EXT. GLASS—\,
NOTE:
LAMI IG OUTBOARD
LITES MAY BE
UPGRADED TO 3116"
WITH NO CHANGE IN
DESIGN PRESSURE.
POLYISO- DESICCANT FILL AREA
IUTYLENE 5118' NOM PRODUCT REVISM
SEAL w complying %Ath the Florida
------- SILICONE SEAL Building Code ,n
STAINLESS STEEL
EXT. GLASS—
Qj,�' \—INT. GLASS —INT. GLASS G(v/ ' `INT. GLASS \—INT. GLASS
KODISPACE 72 SUPER ODURASEALO 7a XL EDGE rm
71 4SG TPS SPACERUNXTT" SPACER SPACER
D70 TECHNOLOGY DRIVE
FL 34275
(941) aao-160D69D
CERT. OF AUTIL 09211
wPmwn—,
PGTKWTRJES•PIG
NLRIG"TSFPSERY
GLAZING DETAILS
M.
ALUM. SINGLE HUNG WI
ue.xm.e de cols
8H76a Full 1 2 If 11
IMPACT
4040.20
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A. LYNN mLIL�R, P.E.
FL P.E.# 58705
III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 68" 70" 72"
74"
TABLE 1.
76"
".I
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
-80.0
+80.0
-80.0
50"
A,B,M
+80.0
80.0
+80.0
-80.0
+60.0
80.0
+80.0
80.0
+80.0
80.0
+80.0
80.0
+79.0
-79.0
62"
A,B,M
+B0.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+78.9
-78.8
3
-77.3
+75.9
-75.9
53 118"
A,B,M
+80.0
-80.0
+80.D
-80.0
+79.6
-79.6
+78.2
• -78.2
+76.9
-76.9
�+75.4
-75.4
+74.0
74.0UP
TO63118"
C,D,E,F,G,H,I,J,KL
+80.0
-80.0
+80.0
-8D.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
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" 60 6/8" 63" 72" 74"
TABLE 2.
76"
a..
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-B0.0
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
50"
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
'40.0
+68.8
-68.8
+67.6
•67.6
531/8"
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
-65.7
+65.5
-65.5
UP TO 63 1/8"
C,D,E,F,G,H,I.J,K,L
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-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 1 171/8" 2211H6" 28 3116" 33 314" 39 6116" 4413116" SOWS" 6516/16"
631/8" 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. 5116" LAM[ - (1/8"A,.090,1/8"A)
FTL4647, 4648, 4723, 4957
B. 5/16" LAMI - (118"A,.090,1/8"HS)
FTL4647, 4648
C. 5/16" LAM[ -(1/8"HS,.090,1/8"HS)
FTL4647, 4648
D. 7/16" LAMI- 3/16"A,.090, 3/16"A)
FTL4645, 4885
E. 7/16" LAMI - (3/16"A,.090, 3116"HS)
FTL-4645
F. 7/16' LAMI - (3/16"HS,.090, 3/16"HS)
FTL4645
G. 13/16" LAM] IG -1/B" T, AIR SPACE, 5/16" LAM[ - (1/8"A,.090,1/8"A)
FTL4646, 4723
H. 13116" LAM] IG -1/8" T, AIR SPACE, 5/16" LAMI- 1/8"A,.090,1/8"HS)
FTL4646
I. 13/16' LAW IG -1/8" T, AIRSPACE, 5/16" LAMI - (1/8"HS,.090.1/8"HS)
FTL4646
J. 13/16" LAMI IG- 1/8" T. AIRSPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A)
FTL4649, 4650
K. 13/16" LAMI IG -1/8" T. AIR SPACE, 7/16" LAW-(3116"A..090, 3/16"HS)
FTL4649, 4650, 4958
L. 13/16' LAMI IG-11W T, AIR SPACE, 7/16" LAW - (3H6"HS,.090, 3116"HS)
FTL4649, 4650
M. 13/16" LAMI IG-1/8"A, AIR SPACE, 5116" LAMI - (1/8"A,.090, 1/8"A)
FTL-5063 -
.O.
MEETING RAIL
HT.
AS -I
SH
HT. MEETING RAIL
SASH
1
W HT.
•p• MINUS
SASH
HT. HT.
MEETING RAIL j
•�" -fj_ - -H
(`TOTES: 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,D TECHNOLOGY DRIVE
LIMITATIONS. N. VENICE. FL34275 DESIGN PRESSURES
(941) 480.1600 1�
t".mA: w.x wee: CERT.OFAUTKM298 ALUM. SINGLE HUNG WINDOW, IMPACT
JR 06/06117 O NO CHANGES THIS SHEET eormi .-,
s.`.mrae aw.� aria cim.rroN.
-.,,er w� o. y rclwousr,uEs,wc
_. „mom .. ., "a„ .-.�..,....,...., sHmo NTS 3 11 1 4040-20
PRODUCPREV1313D
as comdYlrrBw)t6�eF5ric�
1361 mg
aoNY•LYNN
1kP• NO.58705 •`��'�
:moo •�� 4VTWE�c-))
%�ss'F��RIDP•. •.G`l�
;OVAL IEN,�``
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 D C
DLO (ALL)
75" MAX. — — 75" MAX. m
75"MAX.SEE DLO I.F. A A I.F. I.F.
TABLE 0 � HEIGHT STABLE OHEI HT STABLE HEIGHT
1 76" MAX. 76" MAX. ' 1I 76" MAX.FLANGED FLANGED .1�FLANGED
HEIGHT HEIGHT HEIGHT
SEE DLO 38 7l16"
TABLE X SEE DLO
MAX SEE DLO
(MA / HE HT TABLE SASH X j NOEE 4 TABLE X j NO E 4
481/4" MAX.
VENT DLO (ALL) DETAIL B DETAIL C
DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
1 /1
B E�
75" MAX. 175" MAX.
I I.F. I.F.
I HEI HT E-J HEI HT
SEE DLO
TABLE STABLE O
0 j 76" MAX. / 76" MAX.
FLANGED FLANGED
HEI HT HEI HT
20" SEE DLO TABLE X 20"
SEE DLO TABLE X j SASH j SASH PRODUCTR&V1SFD
HEIGHT HEIGHT
a rnmplying wiW ttm F1ar6ie
8uitding Code
A—ptncw hb I-oF+3D. D
B Etpir4[ioo Date 21
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) DtirYtn; D�dark�ptn /j
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. * No. 58705 13
3. SEE SHEETS S THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT.
0. '. STATE OF
1Q7r0i.vFHNO OGYYDRL34275yff.
ELEVATIONS %�S+ ' F��R!Rp ��
1041)400.1e00,� ��'"S�ONAL'rNG``�
CERT.OFAM.�8ALUM. SINGLE HUNG WINDOW, IMPACT
JR OfiIOC✓17 G NO CHANGES THIS SHEET. eanwn,rt —s.reeax smk are o...- — A. LYNN MILLER, P.E.
omm er• o.ec a„v.ae a� MINDUSTME&M.SM00 PITS 4 all 4040-20 G FL P.E.#58705
FJC 9/1iD5 J.J. Z/Z3/D7 "`ia�n„+S nFsenveo
---2.784"--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASHAg
NOTE: BALANCE PARTS USED
I MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
1 INSIDE INSIDE 9,10,11,15,16
F=
MAX.
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYLIGHT
7,8OR1
vim, 1 1, 1 �� 110 wo. i
OUTSIDE
�- MAX. FIXED LITE DAYLIGHT OPENING
r' MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
oil
47
2.546
HIGH
SILL
LOW
. lk-j
49 HIGH SILL 48 LOW SILL HEAD
5l) (LOW SILL)
SEE NOTE ABOVE
SECTION B-B
(LOW SILL SHOWN)
CHANGES THIS SHEET.
ULTRALIFT
ONLY
68 2.710°
I.F. FRAME q
-A
53 II
OUTSIDE
(HIGH SILL) v
i9 67
ULTRALIFT
12 ONLY SECTION C-C
RADIUS TOP
ALTERNATE HIGH SILL
(HEAD DETAIL -FLANGED VEf
070 TECHNOLOGY DRIVE
N. VENICE. FL34275 SECTIONS
(941) 480-,500 ,ee
CERT. OFAUTK#M298 ALUM. SINGLE HUNG WINDOW, IMPACT
POWUSTRU.5ur-® slnaD Half 5 d 11 4040 20
AURQMRES
2.710"
PRODUCT REVISED
as wmplyiug with,he FwrAj
Duildiug Code ,e .,... _ _
Q'. No. 5870E
� 6
S ATEO !�=• ���
A. LYNN MILLER, P.E.
FL P.E.# 58705
ITEM
DWG#
DESCRIPTION
PGT#
1
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X 1.000 QUAD PN. SMS
781 PQA
3
4003C
FLANGE FRAME SILL (LOW SILL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMB
612227
7
4025
SASH STOP
612244
8
4025 ISASH
STOP (EGRESS)1.125 LONG
612244
9
4029
SPIRAL BALANCE, 3/8", 5/8", OR 11/16"
10
1080
BALANCE COVER, 3/8" OR 5/8"
6BALCVR916
11
#8 X.750 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
1085/10B6
SASH TOP GUIDE
42504
15
#8 X 1 PHILLIPS FLAT HEAD S. STL
78XIFPAY
16
1080-1
BALANCE COVER,11/16"
6BALCVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
#8-32 X 12" LG. PH. FH. TYPE F S. STL
7832X12FPFX
21
4054C
FIXED MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
64006
25
1235
WSTP.,.170X.270BACK. FIN SEAL
67S16G
26
1096
SWEEP LATCH
71096
27
1016
#8 X.625 PH. FL. SMS
7858
28
4007
SASH BOTTOM RAIL (LOWSILL)
612230
30
1226
WSTP., BULB VINYL
6TP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAM SETTINGBLOCK 3/'d2"X25/64"X1"
71622K
36
1052
LAMIIGSETTING BLOCK I"X3/4"X1/16"
71052K
37
1224
JVINYL 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 LAND WGRILL KIT
644703
44
4222A
GLAZING BEAD, 7116" LAM[
64222
45
985C
GLAZING BEAD, 7/16" LAMI W/GRILL KIT
6985
46
4067
GLAZING BEAD, 13/16" LAN I.G.
64067
47
j 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)
164009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME (HOR. & VER.)
61014
56
1630
SCREEN CORNER KEY WRINGS
71630
57
1631
SCREEN CORNER KEY W/OUT RINGS
71631
58,
1073
SCREEN SPRING
7CASP
59
1624
SCREEN SPLINE-.135 DIA FOAM
61624K
I JR ' I O&DS/17 I G I NO CHANGES THIS SHEET. I
rmm
DWG.#
I DESCRIPTION
PGT#
60
1635
SCREEN SPLINE-.135 DIA HARD
61636K
61
SCREEN CLOTH
61 B16
63
605
GLAZING CHANNEL (.688 X.500)
6533402
64
1161
#6 X 1.000 PH. BUGLE TEK
706X1
67
GLAZING TAPE. 1/16X12-7/16LAM
62BV1510
68
4051A
SASH BOTTOM RAIL (HIGH SILL)
64051
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050
70
ISIUCONE, DOW 791, 899, 995 OR GE 7700
80
A GLASS, 5/16" LAM, (1B"A.090 PVB,I/B"A)
81
B.GLASS, 5/16"LAM, 1/8"A.090PVB,118"HS)
82
C. GLASS, 5/16" LAM[, (1/8"HS,.090 PVB,118"HS)
83
D. GLASS, 7/16" LAMI, (3/16"A,.090 PVB,3/16"A)
84
E. GLASS, 7/16" LAM. (3116"A.090 PVB,3116"HS)
85
F. GLASS, 7116" LAMI, (3/16"HS,.090 PVB,3/16"HS)
86
G. GLASS, 13/16" LAMI IG;1/8'T, AIR SPACE, 5/16" LAMI, (118"A.090 PVB,1/8"A)
87
H. GLASS,13/16" LAMI IG;118'T, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS)
88
I. GLASS,13/16" LAMI IQ i/B"T, AIR SPACE, 5/16" LAMI, (118"HS,.090 PVB,1/8"HS)
89
J. GLASS,13/16" LAMI IG;118"f, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"A)
90
K GLASS,13116" 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, 7116" LAMI, (3116"HS,.090 PVB,3/16"HS)
92
M. GLASS,13/16" LAMI IG;1/8 A AIR SPACE, 5/16" LAMI, (1/8"A.090 PV8,1/8"A)
2.784
1130
062
2p
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
2.71
NOM
THICKNESS
S
50 FRAME, I.F. JAMB
#4074B,6063-T6
(USED AS RADIUS TOP HEAD)
N. VENICE, FL 34275 PARTS LIST
Ieat I aealsoo 'ALUM. ALUM. SINGLE HUNG
SH700 I NTS 1 6 d 11
IMPACT
4040-20
PRODUCT REVISED
.m gAyivs �Ath the Florida
Building Code
AtcepW.idol 'Db3D.08
0�c�. STA D
S G
''as ONIIANllL hEEfi� P.E.
FL P.E.# 58705
2.784—�'
.062
O FLANGE FRAME HEAD
#4002A,6063-T6
J062—
2.830 0
)- --2.784�
1 749 O FLANGE FRAME SILL (LOW)
#4G03C. 6063-T6
..710 1 f 1.513- -j .738
.062 A90 IQI �.040 f
SASH STOP SASH STOP COVER
O FLANGE FRAME JAMB O 04025, 6063-TS 17 #4053, 6063-T5
#4004,6063•T5
(USED AS RADIUS TOP HEAD)
•--�-� 1.342
.062Aq
5
21 FIXED MEETING RAIL
#4054A.6063HD-T6®
3.446
-2.784--+{
69 FLANGE FRAME SILL (HIGH)
#4050A,6063-T6
2.32TrZ
' 1.971. I
.062
I.F. FRAME
1or47 �-,IFF2
6 or 50
6 or 50
SEALANT ALONG ENTIRE JOINT
I.F. FRAME
�I
SEALANT OR GASKETS
I AT HEAD AND SILL V
I
VIEW D-D VIEW E-E
(1!1 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
.050 1
- 1.165
114411��SS ��TT IIIIIICCCCLL���� .678
osz 1.349 1.096
GLAZING BEAD, 5/16"
41 #4039B, 6063 T5
23 SASH TOP RAIL 28 SASH BOTTOM L(LOW)
#4006C16063HS-Tfi #40D7,6063-T5
j (fir O50 I
�� 112 .678
1.096 00 ll—F---ILLL�� T
O GLAZING BEAD 7/16"
#4222.6063-T5
CHANGES THIS SHEET.
31 SASH SIDE RAIL
94008, 6063-T5
68 SASH BOTTOM RAIL (HIGH)
#4051A,6063-T5
370 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(941)460.1600
CERT. OF AUTK M298
I
.050- —678
1.11sF f
45 GLAZING BEAD, 7/16"
#985C,6063-T5
(USED W/ GRILL KIT)
678
.050
1.098
42 GLAZING BEAD, 5/16"
#4044B,6063-T5
(USED W/ GRILL KIT)
6I 050
f 1 — - 1 1.097
46 GLAZING BEAD, 13/1
#4067, 6063•T5
DETAIL
ALUM. SINGLE HUNG WINDOW, IMPAC
HS 700 Half —7 d 11 ���4040-20
WELD
ALONG
BOSS (2)
PRODUCT REVISED
as complying %At6 the Florida
Building Code
Acccptxn l4u
I_rcimtl"n Date
`.*.?• No.58705 •��
� :r✓t � l 7T- 46
TE���
•,, /0 1E
A. CQ' �R)E.
FL P.E.# 58705
ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000
ANCHOR TYPE
p
�ONZ
0
U
ZNONZ
o
U
zNZ
U[J2
U
c1
zcnONZ
p'
c�
O
ZmONZ
p
U
U
ZcnONZ
p
U
U
Zch0NZ
p
C)
U
Zcl
p
U
U
Z
WINDOW GLASS
`�O
V�V`�O
V�U
U`cl-
V�VNO
V�UNO
UPON
U�UNO
U�U
WIDTH TYPE
C,D,E,F,G,
1
1
1
1
1
1
H,I,J,K,L
1i2
111
111
1;2
111
1;2
1i2
2 2
212
2I.22
22
212
22
2 2
212
212
212
22
22
23
2j2
313
19.125
1AB,M
_ 1—
1,2
.
111
,—.._t..
1 1
112
.. r ..
111
_ _.'
12
' t—....
112
_..
212
_I--'
2;2
'j__.—
2:2
2{2
2j2
2€2
212122{2
—;-
7-
22
2i2
2j2
2 2
2i3
2 2
3
C,D,E,F,G,1H,I,J,K,L
1 2
111
1;2
1;2
112
112
112
2+2
2 2
2j2
2j2
212
2j2
212
2;3
2 2
2;2
213
2j2
2j3
313
2 2
313
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
112
1�1
1!2
112
1i2
1 2
2�2
1j2
212
212
2:2
212
2 2
2j2
212
2;3
2�2
2i2
_1
2{3
2j2
2!3
3;3
2 2
3!3
C,D,E,F,G
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
2
1
1
H,I,J,K,L
I-2
1 2
2T2
213
112
2j2
213
1i2
213
2i3
2;2
2 3
2 3
2 2
213
313
2j2
3j3
3�4
3 2
3j3
3'4
3!3
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
1j2
12
2i2
Li
12
2!2
2+3
1i2
2 3
2?3
2i2
213
2!3
22
2;3
3 3
2{2
3j3
314
312
313
3,4
3j3
4 4
C,D,E F G
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1.
2
2
1
2
2
1
2
H,I,J,K,L
2j2
112
212
2i3
1;2
2!3
213
2;2
2,3
2'3
212
2 3
2j3
2i3
213
314
2!3
3 3
3 4
3j3
3j4
315
313
414
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
AB,M
:-'
212
1 2
2 2
2j3
112
2j3
...,._
2 3
..............._._._......_.-
2j2
2 3
2j3
2!2
_..I:_
213
..........
2j3
..
213
213
3 4
;_.....r-
2i3
3:3
314
-•'
3'3
-,......._...
314
3 5
....
3i3
..-
4i4
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
21.
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
1;2
2;2
213
2 2
213
213
2j2
2 3
213
213
2j3
214
2j3
3,3
314
21a
314
3 5
3`3
314
4.5
3i3
414
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
1j2
212
2i3
2;2
2i3
2!3
2`2
2T3
2j3
2+3
2 3
2i4
213
313
3f4
213
3j4
3r5
313
314
4C5
3;3
414
PSF
79
C.D,E,F,G.
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
_..--
2
2
--
2
2
2
-
2
2
44.000
H,I,J,K L
2 2
2 2
2j2
2 3
2;2
213
2j3
2i2
313
214
--
2j3
- —
3�13
-._
314
...,_.....
2 3
313
r..
314
2I3
314
315
3 3
314
4 5
3j4
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
fig'
2 2
2:2
2j2
2j3
2 2
2i3
2j3
2j2
313
2'4
2'3
3j3
3j4
213
3j3
3�4
213
3j4
3'5
313
314
4'5
3!4
415
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2.
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
48.000
H,I,J,K,L
2 2
212
2 2
2?3
2 2
2j3
3!4
2;3
3j3
314
213
3 4
314
213
3j4
3+5
3 3
314
315
3T3
415
4.6
3!4
515
AB'M
2
2 2
2
2i2
2
2 2
2
_ _
21.3
2
212
2
2i3
2
314
2
213
2
3 3
2
3�4
2 _.._
2l3
2 ..
3C4
2
_..._,_--
3j4
2
2j3
2
-.
314
.2
315
2
r
313
2
_,
314
3
._.r_
3j5
2
_,.__
3j3
2
_._�..
415
3
_ -.
4j6
2
___
314
2
_..,....
5l.5
PSF
72
79
79
C D,E,F,C,,
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
n
2 2
2 2
2 3
2 2
2i3
3j4
2;3
3'4
3�4
2;3
314
3 4
313
314
3i5
3{3
4 4
4'6
314
4;5
4j6
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
2 2
2 2
2 2
2 3
2'2
213
314
213
3,4
34
23
314
3;4
3;3
3;4
3;5
3�3
414
415
313
4.5
4,6
314
4f5
1070TECHNOLOGY DRIVE
N. VENIICE,. FF3215 ANCHORAGE SPACING, 1/1
(941)480-1600 Irk
CHANGES THIS SHEEP. CERT. OF AUTH. Q9296 ALUM. SINGLE HUNG WINE
fAPYF"T 03011 Stl E� —
.-„_ rcrw°usTM�swc ® &M NTS 8 a 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-17112" 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 LIMITED) 118
HEAD 2
JAMB ABOVE 2 3
MTG. RAIL
JAMB BELOW
MTG. RAIL
(FULL DP)
HEAD _ 2
JAMB ABOVE 2T3
MTG. RAIL
JAMB BELOW
MTG. RAIL
SEE TABLE 1 FOR
FULL DP
4WO-20
PRODUCT RBVISFD
u complyi„3 With"Fligib
ftildiu6Codo W ,.inn ,
Q?. ��cENSF•..l�� ;
* : No.58705
�i���Y''•: ORIDP•. ••G\��:
A. LYNt0fNAR P\•
FL P.E.# 58705
ANCHOR QUANTITIES FOR
STANDARD
VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4" ELCO'ULTRACONS OR #12
WINDOW HEIGHT SCREWS INTO METAL
SUBSTRATE: 29.655
ANCHOR TYPE. ❑
WINDOW GLASS cn0
NOc4O
WIDTH TYPE
37.155 44.655 52.155 1 59.655 1 67.155 74.655 76.000 2-1W ELCO Ss4 CRETE-FLEX
.0 ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 0 U U 3-#12SCREWS
Z�ZcgO Z�Ze�O Z�ZcgO ZrZcg0 Z�Zcg0 Z Zcg0 Z�Z
ONONO ON NO ONONO ONONO ONONO ONQ NO�ONONO O 2. ANCHOR LOCATIONS ARE BASED ON THE
U 3 U U �$ U U U U o U U U U 5 U U U U FOLLOWING DIMENSIONS:
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-171/2• MAX. FROM TOP CORNERS
__.i__ _ �-_. _...+...-- ._-. -_... .—,. — _. .. _. — .._..... ,..r_ -_---. _..__ _. ._. _ _ -.. ....�._.._..�.._ JAMBS -1712" MAX. FROM TOP CORNERS
1'1 2!2 2;1 2!2 2%2 2!1 2 2 2i2 2i,2 212 2T2 2�2 212:212 212 2'2 3.2 2 2 3j2 3 2 2!2 3;2 15"MAX. FROM BOTTOM CORNERS
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5" MAX. BELOW MTG. RAIL
_..-__-.......__._. - .._..1.... _..r_.. _ ._..i ._ -_.,- _ w_ ._._1 ._T _ __ .—.� ._.7._. _... ._.�.. _....._ —.— ._ __._.. SILL- ANCHORS NOT REQUIRED
111 2!2 211 2!2 212 F 2%2 2:2 2 2 2!2 2,2 212 2!2 2i2 22 212 3!2 2,2 3!2 3{2 2.2 3,2
U
Z�Zcgo
U
19.125
C,D,E,F,G, __
H,I,J,K,L 1�1
1
1 _.....---•
1!1
A,B,M ---
1!1
1 .._._
1
1!1
24.000
PSF
79
3. INSTALL PER THE ADJACENT TABLE ANCHOR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1_ 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
-- - -- -- — . _.. r-OTE 2.
1j1 2i2 1jl 2%2 ZT2 2 2 2j2 2!2 2[2 2+2 2j2 2!2 3)2 3(2 2 2 3!2 3;2 2 2 312 312 2,2 3 2 N
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
_...r .�._..._i._...., r_ .—. .._ _ -,--. ___ . ____. -2 -Ti... 1........1-- ._. —. _ r __—.._..._....... _. FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1,1 212 1,1 2I2 2!2 272 212 2!2 2 2 2.2 2i2 2s2 3;2 3 2 212 3'2 312 2 2 3!2 32 22 3+2 ARE 1"LESS.
C,D,E,F,G,
H,I,J,K,L 1
1
1
1
1�1
A,B,M
1
1 1
1
�..
1;1
32.000
PSF
68
77
1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS:
_.1 _: _ Y ._. � .... _ _.q _,_..._..:... ..._ _i _ _ _. _ ._. _ __.._. ._.___ _-_. __ _ SIZE BLOCKS OF THE ADJACENT TABLE WITH A
1 1 2; 2 2; 2 2 j 2 2 3 2 2 2+ 2 3, 3 i,! 3 3 3+ 3 3% 2 3 3 3 (3 2 2 3 3 4! 3 312 4! 3 4 3 312 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
1 _1 _1 1 1 1 1 2 1 1 2 1 1 1 _7 1 1 t1 7 1 1 1_ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1 1 212 2!2 2;2 2!3 2;2 2�2 313 2 2 3j3 9 3 32 313 3 3 2j2 3 3 4`3 312 4i3 4:.3 3!2 4!3 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
C,D,E,F,G,
H,I,J,K,L
1
1 1
1
�'• �
A,B,M
1
1 1
1
11
PSF
59
67 79 SIZE AND GLASS TYPE IS AVAILABLE.
__.
1 2 1 1 2 1 2-, ..2.._ _1 -2 2 1 2 2 1 2 —2 1 ..__Z.....?._ __1._.. _2 _ 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
_. —r �_..._. —. ._I.._ .._r_ _�._.._...
C,D,E,F,G,
1
1-
37.000
H,I,J,K,L
1 1
1!1
r_..._.._.._..— 1..
1 1 2 2 2!2 2 2 213 2 2 2'3 3!3 212 31,3 3i3 3%3 4;3 3 3 3!2 3 3 4,3 3!2 4!3 4 4 3 2 4;3 REQUIREMENTS.
2 1 2. 2 1 2 2 1 2 2 1 2 2 1 2
111 222 2'2 212 2{3 2'2'2 3 3j3 2i2 3!3 3i3 3`3 4{3 3 3 312 313 4i3 32 413 414 3!2 4!3
A,B,M
111
if1
40.000
PSF
54
79
62 79
2 2- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2
.__—._. ._.Tr.._ _._.-_ ...— ...._.. __.._. ..-.�-_
1 1 2 2 2i2 2;2 2!3 2!2 3i3 313 2`2 3!3 4!3 3T3 4i3 3�3 3!3 4 3 4':,4 3T3 4�3 4!4 3 3 5;3
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TABLE KEY:
1 1 2j2 2 2 2!2 2,3 2:2 3!3 3•.3 2?2 3!3 4i3 3�3 4;3 3:3 3 3 4?3 4'.4 3!3 4:3 4 4 3 3 5!3 MA)C PSF
56 79 79 IDP LIMITED} 117
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3
1 1 2 2 2!2 2 2 3;3 242 3 3 3;4 2'3 3!3 4i4 3, 4;3 4j4 3:3 4.3 4,4 3 3 413 4 4 3 3 5 4 JAMB ABOVE 3 3
2 2 _2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 MTG. RAIL fL2°Duc1 sesvts�
r r- - , —r r 1
1 1 2 2 2i2 2 2 313 2;2 3!3 3i4 2!3 3,3 4%4 3)3 4 3 4!4 3!3 413 4 4 3J3 4;3 4'r4 313 5!4 JAMB BELOW as comp{yvgwNhLhe Ek�$ia
Duildiog Code
51 74 79 79 MTG. RAIL Aaeeranmrio 1 -p D.O$
2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 Er irut Date Z�ZI
1 1 2 2 2!2 2 2 3 3 2T2 3 3 3 4 3!3 3j3 4;4 3l8 4 4 414 3:3 4!4 4i4 4 3 5!4 4 4 4!3 5;4 FU( LLDP) sr
2 2 2 2 _2 3 2 2 .2 2 2 3 2 2 3 2 2 HEAD 2 Mlaml adeerndecPCurYx6
1 1 2 2 2 -- 2 22+2 3!3 3!4 313 3�3 4i4 3!3 4'4 4' 4 3 3 4!4 4�4 4i3 8 4 4T4 4'3 5 4 JAMB ABOVE 2 2
46 67 76 MTG RAIL CENgF���'�'i
2 2 2 20-33
2 2 _2 22 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOW ,'
1 1 2 2 2+2 2 2 3 3 3T3 414 3t:3 4,4 r 3�3 44 4'4 3`3 414 5'5 4!3 5,4 5.'S 4;3 5 4 MTG. RAIL ?�
_ * : No• 58705 -
2 2 2 2 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR _ _
FULL DP
1 1 2 2 2 2 2 2 3 3 3,3 3 3 4i4 3,3 4 4 4 i 4 313 4 4 4;4 3i3 4 4 5'4 4;3 5 4 5!4 4 3 514 = 9
_ = �1 : ,
1070 N. VENNIICCE. FL 3427OLOGY 5 ANCHORAGE SPACING, STANDARD VIEW ' ` ''• aT ° I ��`
(941)480-16W i�s •'•. <ORI°P,.•' �C�`�
CERT.OFAU7H.029M ALUM. SINGLE WINDOW, IMPACT �'�,S�ONp
eowwaaeam a r�a.t soot °"1P °°'"eMO �T A. LiNt>fI dE13, RE,
AU ROM a SH7W NTS 9 d 11 4040.20 G FL P.E.#58705
C,D,E,F,G,
H,I,J,KL
2
2
1 1
1 1
2
1 1
2
1 1
44.000
PSF
49
79
C,D,E,F,G,
2
1 1
2
1 1
A,B,M
2
1 1
2
1 1
48.000
PSF
45
74
C,D,E,F,G,
H,I,JAL
2
1 1
2
1 1
2
1 1
2
1 1
53.125
PSF
41
67
C,D,E,F,G,
H,I,J•K,L
2
1 1
2
1 1
2
1 1
2
all:
�,„, .
JR
OS/O 7
gow.tr.c
G
NOCHANGESTHISSHEET.
om"ney
F.K
oar
7/Z9/05
on.�ma
J.J.
ma
2/73/07
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B.
SUBSTRATE:
17.125
22.668
28.211
33.754
39.296
44.839
50.382
55.925
ANCHOR TYPE;
❑
�TONO
0
U
U
U
0mO
Ot`i0N0
U
❑
U
z�zmO
0
O
Ot`TONO
O
❑
�
U
z-z
O
0
ON
U
❑
0
0
z_zgo
Np
U
0
ONO
U
❑
U
z�zm0
NO
U
O
O�ONO
U
❑
U
z_zc?O
U
C)
0NONO
O
❑
U
z_zmO
0
U
O�TON0
U
❑
U
z_z
O
U
0
0
WINDOW
WIDTH
GLASSmO
TYPE
19.125
D,E,F,J,
K,L
1
1
1
1
1
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
2
1
3
1
3
1
2
1
3
1
3
1
3
1
3
24.000
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
3
1
_. _......_
3
1
_........_..._...._...._.._...
2
1
3
1
3
1
2
1
_..._....................
3
1
3
1 _
3
1
.. _.._......._._...-
3
1
3
1 .............
3
1
4
32.000
D,E,F,J,
KL
1
..1 ...,._.
1
1
..1 .
1
.2_...2_._..Z_...3._
1
1
2
1
.2...._3......3....3....
1
2
1
1
3
1•
3.
1
.2.._
1
3_..._.4..-3
1
1
1_..
4
1
4
1
3...
1
a.
1
5
1
3.
1
5..
PSF
79
37.000
D,E,F,J,
K.L
1
�
1
..;
1
..�.
2
. 2-...
1
Z*-'2'- .
2
2
..3...
1
2
3._
2
. 3 _
1
..3......4
2
2
3
1
3
2
1 3
2
.4_..._3...._.4_.
1
2
2
_ 4.
1
.4
2
5
2
5
1
1 4
2
. 5..
1
2
PSF
79
79
79
79
40.000
D,E,FA
K,L
2 ..
._.;�
..2
2
1
2
2
2
..2..
2
2
2
_..3..__3.
2
2
3
2
4..3...4.
2
2
2
4..
2
3
2
4
2
4-
2
3
2
5
2
_.4...__4.._5.....5....4.
2
2
2
2
2
_s_.
79
76
79
77
79
79
79
44.000
2
2
2
2
2
2
2
2
2
2
4
2
4
2
4
2
4
2
3
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
3
3
78
79
70
79
79
71
79
73
76
48.000
rD.E,F,J.
2
1
2
1
2
1
2
2
2
2
2
2
3
.4.._4
2
2
4
2
5
2
4
2
5
3
5
2
4
2
6
3
5
2
4
2
8
6
5
6
2
2
2
3
3
3
71
79
63
T1
79
66
77
69
6953.125
2
2
2
2
2
"23
2
2
3
2
4
3
3
5
2
4
3
5
3
6
2
5
3
6
3
6
5
7
6
5
7
1
1
1
2
2
3
3
4
4
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE:
12.776
15.T76
18.776
21.776
24.776
27.776
30.776
31.106
ANCHOR TYPE.
o
mONZ
y Q
!j
Q
U
o
ZvtONZ
O
0
N
0
U
0,193
ZCi
O
ONZ'.Z�?ONZ
N
o
U
0
U
0
N �i
5
0
O
C�
0
Z�?ONZ
U
0
N
0
U
0
ZviONZ
O
0
N
0
O
(�
0
Zvi
U
0
ON
N
0
Z_Zr
O
U
0
U
O
ONZ
N �i
5
0
U
0
Z
V
WINDOW
WIDTH
19.125
1
1 1
1 1r74
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
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32000
2
1
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
37.000
2 1 2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
40.000
2 2 2
2
2
1 3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
1 78
44.000
2 2 2
2
2
2
3
2 3
3 313
TF313
4 3 4
5 3 4
5 3 4
63
72
79
48.000
2
2 2
2
2
2
3
2 3
4 3 3
4 3 4•
4 3 4
5 3 4
5 3 4
73
58
66
72
53.125
2
2 2
2
2
2
3
3 3
4 3 4
4 3 4
5 3 4
1 5 1 3 5
1 5 3 5
070TECKNOLOGYDRNE
N. VENICE, FL 34278 � �E ANCHORAGE
CERT. OFADTH.#24AA rl
ALUM: SINGL
SH700 _ I NTS 1_ 10 a 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 - 18112" MAX. FROM CORNERS
JAMBS-17112" 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 B. 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:
M4
PSF
SEE TABLE 3 FOR
(DP LIMITED)
112 FULL
DP
HEAD
2
2
JAMB ABOVE
MTG. RAIL
(FULL DP)
HEADI
JAMB ABOVE 4
MTG. RAIL
PRODUCT' REVISED
TABLE 8. KEY:
w c Plym with the FtOti&
MAX. PSF
Building Code
n.cepts0co hbl -'0631).Zl$
(DP LIMITED) 112�
Dxe ,�21
JAMB BELOW 2
ay
MTG. RAIL
M Dade P."', /
(FULL DP)
p
JAMB BELOWB2
MTG. RAIL
= * ;' No. 58705 -
=
SEE TABLE 3 FOR
-�
FULL DP
S ATE O
%,C�s '•<ORIDP,. 'G�`?�
STOM VIEW
)OW, IMPACT
L��1E\��``�
A LYNNIAUK P.E.
o-w-
4040-20
G
FL P.E.# 58705
a EXTERIOR INTERIOR
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
1-3/4' MIN. EDGE
v
WOOD ANCHOR
(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
2-112' MIN. EDGE
CONCRETE ANCHOR
ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONC., 2-1&' 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.
ll
1/4° SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131T x 2-112" COMMON NAILS (F1667 NL CM
CONCRETE
s :. • .
5-07 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)
~
1 3/8"
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
OPTIONAL 1x
o
�+
MIN.
TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK
a
i
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3)
—�
—L
1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1MAX
D BY OTHERS OR AS PROVED BY AUTHORITY
IATTACH
1/4"
4. FOR ENT TO ALUMINUM, THE ALUMINUM E A MINIMUM STRENGTH OF
SHIM
SHIM
6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
1-1/4- MIN. EDGE (Cl
1-3/4- MIN. EDGE (COI
114" MAX. SHIM I
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 SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2x
} MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
I I r2-M" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
j=1 I PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED_
::'. •; 1/4"MAX.SHIMI 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.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
D �- CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
l" MIN.EDGE FLORIDA BUILDING CODE.
'v v!
3.31 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
1. BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4" 5/8' MIN. EDGE
2-1/2" EMBEDMENT MAX.
SHIM
n WOOD FRAME
131" DIA. MIN.
x 2 l/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
ID
1/4"
OOD FRAME MAX
_SHIM
5/8" MIN. EDGE PRODUCT RFVISHD
131" DIA. MIN. as cnmplying with the Florida
x CORNERS
NAIL, A rptmwToo 11- 0630
AT CORNERS �iNi10i' �e
AND S'O.C. I LwoOD'F RAME/[/FpU1to 4Aa
5/8"MIN. EDGE IllsII
.131' DIA MIN.
1/4" x 21/2' NAIL,
=jMTMAX AT CORNERS
SHIM AND 5' O.C.
DETAIL F, (HEAD) DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
1070 TECHNOLOGY DRIVE IRI
N. VENICE. FL 34275
(941 1 4DO-1600
TO MATGtlNEW2017FHCANCHORAGE. CERT. OF ALIT H.#29299
EMBEDMENT
DETAIL G, (SILL)
ANCHORAGE DETAILS
ALUM. SINGLE HUNG
sxmo I NTS 1 11 - 11
IMPACT
4040-20
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Y....... ��..
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* : No. 58705 -7
,n:' O
A. LYNU IL�1ER. P.E.
FL P.E.# 58705
8