HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOWM IAM I-DADE MIAMI-DADS COUNTY
e 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) 3I5-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goyleconomy
PGT Industries, Inc.
1070 Technology Drive SCANNED
North Venice, FL 34275 BY
SCOPE: St Lucie Couniv
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 Il of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement; "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOA# 15-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
s� Approval Date: August 18, 2016
NOA No.16-0714.06
MIAMI•DADECOUNTY �2�j Expiration Date: March26,2021
a•kN' .... c e
Page 1
PGT Industries, In_c.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-032Z 06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision F dated 05115116, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and- installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal° spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.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)
Manuel Per
Product Control Exauc►er
NOA No. 16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 18, 2016
E-1
PGT industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
Manuel P ez, E.
Product Control Uxx iner
NOA No.16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 18, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t1'
Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Sa#7ex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.08)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A, Lynn Miller, P.E.
(Submitted under previous NOA No. I5-0519.08)
3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947,
FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted tinder NOA No. 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and
expiring on 03/26/21.
Manuel Pe ez,,E.
am' Product Control E er
NOA No. 16-0714.06
Expiration Date: March 26, 2021
Approval Date: August 18, 2016
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5116" LAMI CONSISTING OF (2) LITES OF VB" ANNEALED GLASS WITH A.090" KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.)
OR .090° SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5/10' LAMI CONSISTING OF (1) LITE OF 1/B- ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090° KURARAY BUTACITE'PVB (BY KURARAY AMERICA. INC,) OR.090-SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 5118" LAMI CONSISTING 0f (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH A
.090' KURARAY BUTACITE PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7116" LAMI CONSISTING OF (2) LITES OF 3116-ANNEALED GLASS WITH A.090' KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 711 6"LAMI CONSISTING OF (1) LITE OF 3/10' ANNEALED GLASS AND (1) LITE OF 3fl6' HEAT STRENGTHENED GLASS WITH A
.090- KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7116' LAM[ CONSISTING OF (2) LITES OF WIG' HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX' FVB 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 1181ANNEALED GLASS WITH A
.090" KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13116' LAMI IG; (1) LITE OF 11W TEMPERED GLASS, AN AIRSPACE AND 6116" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE
OF 1/B' HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1.13116 LAMI IG; (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 6116' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS
WITH A.000" KURARAY BUTACIT PE�VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 1,TI16" LAMI IG: (1) LITE OF ye" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 31161 ANNEALED GLASS WITH A
.090'KURARAYBUTACITE PVB(BY KURARAY AMERICA.INC.)OR.090"SAFLF.X'PVB INTERLAYER EASTMAN CHEMICAL COMPANY)
K. 13116' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 7116- LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE
OF 3116' HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.)
OR .090' SAFLEX' PV8 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS
WITH A.090'KURARAY BUTACITE- BY KURARAY AMERICA, INC.)OR.O90-SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13/18" LAMI IG: (1) LITE OF 118' ANNEALED GLASS, AN AIRSPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1)e" ANNEALED GLASS WITH A
.090'. KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, ALL Wl LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13DO.
STANDARDS USED:
:2014 FLORIDA BUILDING CODE (FBC), STH EDITION
�A6TM E1300-09
.ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, AOM-2010
'AIBIS100-07/52.----
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 FTL4645, FTL-4646, FTL-4647, FTL4848, FTL4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4968 AND FTL-5063.
ANSI/AFSPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. SERIESIMODEL DESIGNATION SH7D0, ALSO REFERRED TO AS SH701. l
9. THIS PRODUCT HAS BEEN DESIGNED S 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.
P.O.BDK1ex9 ��� ALUM. SINGLE HUNG WINDOW, IMPACT
NOKOMIS,FL9/24 Vulbly BeXn 01Y1tl' 7 "'row
slrmo NTS 1 � 11 4040-20
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........ _.......... 6-11
it 1111111�
fYn „
0. LYFINMIL'LER, P.E.
FL P.E.# 58705
1
12' NOM. 12° NOM.
Part#
Descdp6on
Material
71
lKommeding 4SG TIPS Spacer System
72
IQuenex Super Spacer nXr with Hot Melt Butyl
See this
Sheet Tar
73
Ouanex Dumseal Spacer
Metedels
74
Caldinel XL Edge Spacer
GLASS BITE 44 GLASS BITE REFERENCE TEST REPORTS: FT487
70 37 70
111° ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER .090 PVB INTERLAYER
V8' ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
8/188" L " NOM. 7/1AMINATED
6116" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85
71_74 vC 'EXTERIOR INTERIOR [�
� (ALL SECTIONS)
�J P
KURARAY BUTACITE
12°NOM. r��G-
OM. PVB INTERLAYER
GLA55 BITE 46 BITE or
SAFLEX®PVB INTERLAYER BY
nn EASTMAN CHEMICAL COMPANY
`-, A
118' ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
118°ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS
5/18' LAMINATED 7116" LAMINATED
AIR SPACE AIR SPACE
1/8' ANNEALED OR TEMPERED GLASS 118' TEMPERED GLASS
13116" NOM. 13/16' NOM.
13116" LAMI IG GLASS W15116" LAMI 88,87,88 or 92 13/16" LAMI IG GLASS W17/16" LAM] 89,90 Or 91
ALUMINUM
SILICONE HOT- ELT BUM REINFORCEMENT POLYISD• DESICCANT FILL AREA
STRUCTURAL BUTYLENE 5/18°NOM
SILICONE 6/76"NDM SEAL
STRUCTURAL 1p'NOM. FOAM 3116'NOM. SILICONE SEAL
POLYISOBUTYLEN WITH BUTYL ROLL -FORMED
WITHOESICCANT DESICCANT DESICCANT- STAINLESS STEEL
E%T, GlA56 EXT. GLASS EXf.OLA35
E%T.GLASS
INT. GLASS INT. GLASS INT. GLASS INT. GLASS
KODISPACE a SUPER DURASEALo XL EDGE
T' 4SG TIPS SPACER(DNXTT" SPACER SPACER
NORD"IS, Ft.3- vafbly B"w gx7oa FBII 2 > T 1
NOTE:
LAMI IG OUTBOARD
LITES MAY BE
UPGRADED TO 3118"
WITH NO CHANGE IN
DESIGN PRESSURE.
PRODUCTRBVISED
mnplyiv B wi1T ILe IRarldA
BWId'mgCods
AaeYlmw 4-0"�
. i1111: 11......
nw,U .
X. .-
r
IMPACT
A..,LYNUOILLER, P.E.
4040.20 F FL P.E.# 58705
III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 88" 70"1 72" 1 74" 76"
48"
A,B,M
+80.0
.80.0
1+80.0
-80.0
+80.0
-80.0
+80.0
-8D.0
+80.0
-80.0
+80.0
-80.0
+B0.0
50"
A,B,M
+80.0
-B0.0
+80.0
-80.0
+BD.D
•80.0
+80.0
-80.0
+80,0
-80.0
+80.0
-80.0
+79.0
-70.0
62•,
A,B,M
+80.0
•B0.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+78.8
•78.8
+77.3
-77.3
+76.9
-75.9
53118"
A,B,M
+80.0
-B0.0
+80.0
•80.0
+79.6
-79.6
+78.2
-7B,2
+78.9
-78.9
+76.4
-75.4
+74.0
-74.0
UP TO 63 118"
C,D,E,F,G,H,I,J,K,L
+80.0
-60.0
+B0.0
-80.0
+80.0
-80.0
+B0.0
•80.0
+60.0
-80.0
+80.0
-80.0
+80.0
-80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2.
ON FLANGED WINI
j GLASS TYPE
(CUSTOM VIEW & RADIUS TOP FLANGE OR INTE
BASED ON FLANGED WINDOW TIP -TO -TIP FRAN
WINDOW HEIGHT MINUS
GLASS TYPE
SILL OPTION
e76"FLANGED AND 76"INTEGRAL
GLASS TYPES:
TEST REPORTS TABLE 4.
A. 5116" LAMI- 1/8'A,.090, 1/9-A
FTL4647, 4648, 4723, 4957
B. 5116° LAMI. 1/8'A,.090, 1/0"HS
FTL-0647, 4648
C. 6116" LAMI - 1I8'HS,.090,11WHS)
FTL-0647, 4648
0, 7116" LAMI - 3116"A,.090, 3/1WA
FTL4645, 4885
E. 7116' LAMI - 3116-A,.090, 3/16"HS
FTL-4645
F. 7116" LAMI. 3/16"HS,.090, 3/16'HS)
M4645
G. 13(16" LAMI IG-116" T, AIR SPACE, 6116" LAMI- 118-A,.090,1/8'A)
FTL-4646, 4723
H. 13116" LAMI IG -1/8" T, AIR SPACE, 5116- LAM] • (1I8-A,.090,1/8°HS)
FTL4646
L 13/16' LAMI IG - 1/8" T, AIR SPACE, 511V LAMI. 1/8'HS,•090,1/B'HS
FTL-4648
J. 13/16" LAM( IG -11W T, AIR SPACE, 716' LAM I - 3/16-A,.090, 311E°A
FTL-4649, 4650
K. 13116" LAMI IG -11B' T, AIR SPACE, 7110" LAMI • (3116"A,.090, 311WHS)
FTL-4649, 4660, 495E
L 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16• LAMI - 3116'HS,.090, 3116'HS
FTL4649, 4650
M. 13l18" LAM( IG-1/B"A, AIR SPACE, 5/18° LAM(. 1!B'A..090, 116-A)
FTL-5063
'0'
MEETING RAIL
HT. I(
X.
J-H
HT. MEETING RAIL
"X° SSTH
rw4•O• MINUS I
SASH
HT HT.
MEETING RAIL {
SASH
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA 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 OEOUCTING 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
NONOMI8, FL 3/t]N vr:lab Bare. s117as NTS 3 d 11 4040.20
r : v
sl, G, aryC.
• A.' LYNILIUR",`P.E.
FL P.E.# 58705
53 118"MAX. FLANGED WIDTH
521W MAX. I.F. WIDTH
4951W MAX. FIXED D 0-1
DLO (ALL)
175° MAX. T
— - 75' MAX.
75' AX.
SEE DLO O I.F• A A I.F. C� I.F,
TABUS / D•� HEIGHT STABLE O HEI HT BTAB°E O HEI HT
L76" MAX. 76' MNf. 76" MAX.
FLANGED FLANGED FLANGED
3SASH HEI HT HEI HT HEI HT
SEE OLO TABLE X 7 j SASH SEE DLO S E SEE DLO X
(MAX.) TABLE =� / 4 TABLE jE4
L HEI HT
48 11. MAX.
VENT DLO (ALL) DETAIL B DETAIL C
DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
B E I
I 761 MAX. I 75' MAX,
I I.F. J I.F.
SEE DLO I HEI HT E HEI HT
TABLE SEE DLO
/ 78' MAX. TABLE O j 76" MAX.
FLANGED FLANGED
L
HEI HT HE I HT
PRODUCrREVISED
20' 20' �Plyma�R15mesat>rl�
SEE DLO TABLE X j SASH SEE DLO TABLE x j SASH Bu1Win6 Ca4
HEIGHT HEIGHT neuarnnsrFN ib-o I O
P.pw.H ilnw 11D21
B Mir 1 ..Pm t
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2, SEE SHEET 7 FOR CORNER DETAIL VIEWS. ,7.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT, , :• , "'
ELEVATIONS
l9M7eum' • "'�rn;tO1;,.,t`,
oi YoRrve .v ,,...•.....
N. VENICE, FL NIiO ���'•ioli (`i 11 '•��'
er. ".�TO. BOjI ALUM. SINGLE HUNG WINOOW, IMPACT
p.OWS. 1Fto A LFL R ivA 587
NORDAus, iL9/Yi! Vtr15$••Beiar sB7o0 NTS 4 d 11 --4040.20 "F FL P.E.#58705
F=
MAX.
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYLIGHT
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR Z6 Z7
OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED
INSIDE MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
r ^ INSIDE 9.10,11,15.16
Vl�7,SOR1
OUT -SIDE
Imo ----MAX. FIXED LITE DAYLIGHT OPENING
Ir— MAX. WIDTH
SECTION A -A
OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
47 T
2. 46
( HIGH
SILL 2. 30
LOW
SILL
49 HIGH SILL 48 LOW SILL __Il_ HEAD JAMB OUTSIDE
68 10'---�(
I.F. FRAME f:�27q I
53(
OUTSIDE I
v (LOW SILL)
SEE NOTE ABOVE
ULTRALIFT
1P ONLY
ALTERNATE HIGH SILL
Imareuwo FLUZ?5 e
N. P... Co, R919yd �-
pA.IS, Ie4e
NOxOMI6, FL 9/]T/ Yafb(y Berter
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED V
SECTIONS
ALUM. SINGLE HUNG WINDOW IMPAC
m mvN
eN7au NBI( 5 r 11 4040.20
11RODUC7'REVISED
plying 1rilh the Vic"
UuR&&Cod. 66
newpulnu No I,O 4.11 p,mf uxe
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ct
A. LYNN MILLER, P.E.
FL P.E.# 58T05
ITEM
DWG#
DESCRIPTION
PGT#
1
4002A' 1FLANGE
FRAME HEAD
612225
2
1166 1#8
X1.000 QUAD PN. SMS
781POA
3
4003C JFLANGF
FRAME SILL LOWSILL
612220
5
1626 JADHESIVE
OPEN CELL FOAM PAD
7PAD1626
8
4004 IFLANGE
FRAME JAMB
812227
7
4025 ISASH
STOP
612244
B
4026 ISASH
STOP (EGRESS)1.125 LONG
612244
9
4028
SPIRAL BALANCE, 318', 6/8'.OR 11116'
10
1080
BALANCE COVER, 318"OR 5/8"
SBALCVR916
11
1#8
X.75D PH. FN. SMS
7834M
12
ISALANCE
BOTTOM BRACKET
78ALTBKT
13
1085/10B6
SASH TOP GUIDE
42604
15
#8XI PHILLIPS FLATHEAD S.STL
76X1FPAX
16
10B0.1 IBALANCE
COVER, 11/16-
6BALCVRO70
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
08.32 Xtf2" LG. PH. FH. TYPE F S. STL
7832X12FPFX
21
4054C I
FIXED MEETING RAIL
84064C
23
4006C
SASH TOP RAIL
64008
25
1235
JWSTP.,.17D X270 BACK, FIN SEAL
67S16G
26
1096
ISWEEP LATCH
71096
27
1018
198 X.625 PH. FL. SMS
7858
28
4007
ISASH BOTTOMRNL(LOWSILL)
612230
30
1226
WSTP., BULB VINYL
STP249
31
4000
I SASH SIDE RAIL
612231
34
1 1268
JSAsH FACE GUIDE
42501
35
1822
LAN SETTING BLOCK 3I32"X25164'X 1'
71B22K
36
1062
LAM IO SETTING BLOCK PX3/4'X1/16'
71062K
37
1 1224
IVINYL GLAZ. BEAD BULB(THICK)
6TP247WK
38
1 1225
IVINYL GLAZ. BEAD BULB (THIN)
6TP248K
41
1 40398
IGLAZING BEAD, 5116 LAM GLASS.
64039B
42.
1 40448
IGLAZING BEAD, 6/16 LAMI WW/GRILL KIT
644703
44
4222A
GLAZING BEAD, 7/16"LAM
64222
45
985C
GLAZING BEAD, 7/16' LAM VWGRILL KIT
6085
46
4067
GLAZING BEAD, 13116' LAMI I.G.
64067
47
4071A
FRAME,I.F.HEAD.
71
48
A072A
FRAME, I.F. LOW SILL
72
49
4073A
FRAME, I.F. HIGH SILL
73
50
4074E
FRAME, I.F. JAMB
74
52
4009
SILL LATCH (EGRESS) LOWSILL
009
17SPRNG
63
1088
SPRING, SILL LATCH (EGRESS)
2740
SILL LATCH(EGRESS (HIGH SILL)
4055
1014
SCREEN FRAME(HOR.BVER.)
1466
1830
SCREEN CORNER KEYW/RINGS
30
57
1831
SCREEN CORNER KEYVW/OUT RINGS
71631
56
1073
SCREEN SPRING
7CASP
59
1624
ISCREEN SPLINE-.135 DIA FOAM
616241,
�2.784
1. 30
.062
47 FRAME, I.F. HEAD
#4071A, 8063-TB
2.908
.062 NOM
THICKNESS 4.171
49 FRAME, I.F. HIGH SILL
#4073A, 8083-T6
2.878
062
3,55
48 FRAME, I.F. LOW SILL
#4072A, 6063-TB
2.374
2. ,1
IIIL .082 NOM
THICKNESS
50 FRAME, I.F. JAMB
#4074B, 6063-T6
(USED AS RADIUS TOP HEAD)
' PA.90%15H R—X—m• ALUM. SINGLE HUNG WINDOW, IMPAL
'0K0MR,RN274 Vrrby Be— sra7a0 NTS 6 +11--4040.20
61816
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LA MILLER, P.E.
FL P.E.# 65705
I-"----2.784—�I
,.� I
082
O FLANGE FRAME HEAD
lf4002A, 8083-T6
1.749 T2.7111
.062
O FLANGE FRAME JAMB
#4004. 6063-T5
(USED AS RADIUS TOP HEAD)
.062
2.830 2.330
I�
O FLANGE FRAME SILL (LOW)
#4003C. 6063-T6
.062 ,490
.040
SASH STOP
7
SASH STOP COVER
17
#4025, fi.346
#4053, 6053-T6
---{ 1.342 � 4..---2.279----j
.062 I+— ( 2.165 I � 1.707
0.2
21 FIXED MEETING RAIL 28 SASH TOP RAIL
04054A, 6063HD-T8® #4006C,60631-IS-T8
.062
2.946
3.448
I--z.7ea--I
69 FLANGE FRAME SILL (HIGH)
#4050A, 6063-T6
—2.328---1
2. j 8 '
062
68 SASH BOTTOM RAIL (HIGH)
94051A, 6063-T5
P.O.BQ%—
NO%O—. FL 34V4
FRAME
SEALANT ALONG ENTIRE JOINT
0 i-I.F, FRAME
WELD
6 Of 50 ALONG
SCREW
BOSS (2)
SEALANT OR GASKET
AT HEAD AND SILL
I
VIEW D-D VIEW E-E
(111 8 VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
.050
—�-I 1.186 .678
oat GLAZING BEAD, 5116"
41 #40398, 6063-T6
31 SASH SIDE RAIL
#4008. 6063-75
28 SASH BOTTOM RAIL(LOW)
#4007, 6053-T5
05
E678
1.096 6666661�LLL���—{LLL���T
44 GLAZING BEAD 7116"
#4222, 6063-T5
.050--ti;L .678
—T
45 GLAZING BEAD, 7/16"
#985C, 6063-T6
(USED W/ GRILL KIT)
B- I-;;;;,
.67
.050�
1.096�
1
OGLAZING BEA
42
, 5116"
P1tOnOCTREVISED
ma"nmr+ne.+min PlalaA
#4044B, 6063-T5
(USED Wl GRILL KIT)
1 �� I(o•O 14 A�21
LMiami
oy
wla Pm,lucl Con,d
.683 0110
— i 1.097
46 GLAZING BEAD, 1311i
#4067, 6063-T6
FRAME CORNER DETAIL
HUNG WINDOW, IMPACT
7 + 11 4040-20
r!,
A.'LYNNIILLER,,RE,
FL P.E.# 58705
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6.
WINDOW HEIGHT
SUBSTRATE:J28.603 34.603 40.603 46.603 52.603 68.603 64.603 76.000
ANCHOR TYPE:Nz
zropNzzM
Nz
Rj.
zo2pNz
O'ON'
Z"'ONZ
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z,nONz=WINDOW
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U
U
U
U
U
U
U
U
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WIDTH
TYP
C,D,E_
H.I.J,211111
2111
...1..._.?119.125
2221
222212222
22
222222222
222qB111111
1
1
1
1
1
1
1
1
1
1
11
2
1 1
1li1
1 2
1 1
1 2
2 2
1�2
2 2
2 2
2 2
2 2
2 2
2j2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2[3
2 2
3 3
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
H,I,J,K,L
..?,
1211121
21
21
2221
...1...
222222222212222223222223
-,1
2223332233
24.000
1
1
1
1
1
1
1
1
i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
AB,M
112
1 1
1 2
1 2
Ili
112
2 2
1 2
2 2
2 2
2�2
2�2
2f
2�2
2j2
2 3
212
2 2
2 3
2 2
2 3
3I.3
2l2
3 3
C,D,E,F,G,
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
j 2
1f2
_,
2 2
..1...
2 3
.1 .
1 2
212
2 3
_-.
1. 2
,1,
2 3
2 3
2 2
2 3
211
212
2 3
3 3
2 2
3 3
3 4
3 2
3[3
3 4
313
4 A
32.000
1
1
1
1
1
1
1
1
1.
ABM
112
1 2
2i2
2 3
1 2
2 2
2�3
112
2 3
213
212
26
2 3
212
2 3
3 3
2 2
313
3 L4
3 li
il 3
3 4
313
4 4
C,D,E,F,G,
1
1.
1..
1
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
H,I,J,K,L
221
.,1
222231
_
.1..
2232322232322232323
..2
233423
33343334363344
37.000
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
2
2
1
2
ABM
2 2
1 2
212
2 3
1l2
213
213
2�2
2 3
2�3
2�2
23
2 3
2�3
2 3
3 4
2 3
3 3
3 4
q11
3I3
3�4
3 5
3 3
4 4
PSF
78
O,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,1,J,K,L
221122
I223222323222323232324
23
33342334363334453344
212
212
2
2
2
'2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
AB,M
_2
2 2
1 2
2�2
213
2i2
2I3
2 3
2�2
2 3
213
2�3
2 3
2i4
213
3 3
3 4
2�3
314
3l6
3l3
314
4 6
3 3
4 4
PSF
79
C,D,E,F,G,
2
2
2
2..
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
44.000
H,I,J,K,L
22
2222232223232233242I3333423333423343533
..2_
-2
_2
34453445
2
2
.2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
AB,M
2 2
2 2
2T2
213
2 2
2�3
2 3
2V2
3j3
2 4
2 3
3 3
314
2�3
3 3
3�4
2 3
3 4
316
3 3
3I4
4 5
314
12I--
4I5
PSF
79
179
C,D,E,F,G,
2
2
2
2.
2,...2...
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
48.000
H,I,J,K,L
2 2
2 2
272
213
2 2
2 3
_2
3 4
2 3
.2
3 3
3 4
233
3 4
3124
213
3 4
3 5
3 3
3 4
3 6
3j 3
4 5
4f 6
3 4
5 5
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
qe,M
2 2
212
2 2
21'3
2;2
2I3
314
213
3%
314
213
3.14
3 4
2 3
3 4
_2
3I5
3 3
3141316
313.415
416
314
515
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
53.125
H,I,J,K,L
2 2
212
2 2
2 3
2 2
2�3
3I4
2I3
314
314
2 3
314
3!4
313
315
3 3
4 4
4 63
4
4j 5
4{6
3 4
516.
2
2
2
2_
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
2
3
A8'M
2 2
2l2
2 2
2 3
2 2
_2
2I3
3 4
2j3
3I4
314
2 3
3 4
3!4
3 3
3 4
3 5
3l3
4 1414
5
31.
4I5
_3
4 6
3 4
4 b
P.O. BQ%1519 �. — ..
NONON15. R 2M Vwb& Berter a SN700 NT3 6 • } }
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-114' ELCO TAPCONS
2 -114' ELCO SS4 CRETE-FLEX
3-012 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
HEAD -1811? MAX. FROM TOP CORNERS
JAMBS-17112' MAX. FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
W 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
RESPECTIVE SIZE
AND GLASS TYPE
AVAILABLE,
TABLE KEY:
MAX PSF
(DP L8v4TED1 118
PRODVIC RED sE Rmiac
B ""'C
HEAD 2
JAMB ABOVE 2 3
n�F�PNNPI. •O ,0
e ,I,m n.m 2I
MTG. RAB.
JANEBELOW
MN,d mnnnCawa
MTG. RAIL
(FULL OP)
HEAD
_2
JAMB ABOVE 2 3
MTG. RAIL
JAMB BELOW
MTG. RAIL
- i{ •.6 ��(/i • ;.
ANDOWS
IW, IMPACT
A. LY�iIS 7JIILc�R P.E.
FL P.E.N 56705
+v
� 4040.20 F'
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES.
WINDOW
HEIGHT
SUBSTRATE:-__29.655
37.155
44.655 1
52.155
59.655
67.155
74.655
76.000
ANCHOR TYPE.
❑
ry
U
`�O_O�iQNO'�
U
U
U
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U
U
U
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U
U
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5
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U
U
U
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U
U
U
U
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5
o
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U
o
U
❑
O
O'O
U
U
U
WINDOW
WIDTH
GLASS
TYPE
c,D,E,F,G,
H,1,J,K,L
1
1111112221222221222222222222222222223222323r22232
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
19.125
A,B,M
1
1�1111122212I22221
1_
1
1
1
1
1
1
1
22222r22I222222
1
_1
1
1
1
1
1222222232223I2322232
1
1
1
1
1
1
1
1
_1
PSF
79
24.000
C,D,E,F,G.
HAJ,K,L
1
111111
1
1
1
2211
1
1
21222222222222222223232223232223I2322232
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
A,B,M
1
1 1
1-
1I1
1
1 1
1
2I2
1
1 1
1
2I2
1
2 2
1
2I2
1
2 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2I2
1
3I2
1
312
1
212
1
3 2
1
3T2
1
.2 2
1
3 2
1
3 2
1
2 2
1
3 2
PSF
68
77
32.000
C,D,E,F,G,
H,I,J,K,L
1
1 1
1
__
2 2
1
2 Y
1
2 2
i
2 3
1 ._..
2 2
1
22
2
3 3
1
2 2
1
3 3
2 _
3r3
1 _
3 2
1
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3 3
1
3�3
1 .__
2 2
1 .,
3 3
1
Ili
_1 _..._...
3 2
1
4 3
1
4 3
1
3 2
1
_ ...
4 3
A,B,M
1
11211212112222113222I23I32I23333323�33I322
1
1
1
1
1
2
1
1
2
1
1
1
1
1
334I3324I34I33243
1
1
1
1
1
1_
PSF
67
79
37.000
C,D,E,F,G.
H,I,J,K,L
1
112222222322233322
2
1
1
2
1
2
2
1
2
333333433332
2
1
2
2
1
2
33433243443243
2
1
2
2
1
2
A,B,M
1
11
2
22222I2232I2233I32I2
1
1
2
1
2
2
1
2
333333433r33T2
2
1
2
2
1
2
33433I24I34I43I243
2
1
2
.2
1
2
PSF
54179
62
79
40.000
C,D,E,F,G,
H,I,J,K,L
2
1122222122I32
2
2
2
2
2
I233332F23343334I33I
2
_2_
2
2
2
2
2
2
33343443I34
2
2
2
2
2
I3443I3513
2
2
2
A,B,M
2
Ti
2
2 2
2
2I2
2
2I2
2
2I3
2
2I2
2
3j3
2
3T3
2
2I2
2
3I3
2
4I3
2
3 3
2
4(3
2
3I3
2
3 3
2
4I3
2
4 4
2
3I3
2
4�3
2
4 4
2
3I3
2
5 3
PSF
48
1791
56
791
79
44.000
C,D,E,F,G,
H,I,J,K,L
2
1111112222223I3223I3342333443�34I3414334344
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
334-r344
2
2ff
A,B,M
2
1 1
2
1 1
2
1 1
2
2 2
2
2i2
2
2 2
2
3I3
2
2 2
2
3 3
2
3I4
2
2 3
2
3 3
2
4 4
2
3 3
2
413
2
414
2
3j3
2
4�3
2
4 4
2
313
2
4I3
2
414
PSF
45
74
61
74
79
79
C,D,E,F,G,
HIJKL
2
111111222222332�23334333344334144,4
2
_.._...
2
2
2
2
_ 2
2
2
2
2
2
3
2
.....I..
2
2
2
44444354A
3 _
2
...._..46,000
2
3
44354
2
2
A,B,M
2
1 11
2
1
2
1 1
2
2 2
2
2I2
2
2 2
2
3 3
2
2I2
2
3 3
2
3I4
2
3 3
2
3 3
3
4I4
2
3I3
2
414
2
4I4ji2i
2
3(3
2
4 4
3
4 4
2
4I3
2
5 4
3
414
2
4 3
2
5 4
PSF
41
67
46
67
76
79
53.125
C,D,E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
P 2
2
2 2
3
3 3
2
3 3
2
3 3
3
4 4
2
3 3
3
4 4
3
4 4
2
3 3
3
4�4
3
4I4
_2
3 3
3
4 4
3
5 5
2
4 3
3
5 4
3
5 5
2
4 3
3
5 4
ABM
2
2
2
2
2
2
3
2
3'3
2
313
3
4I43131414
2
3
3
4I4
2
3 3
3
4I4
3
4I4
2
3 3
2
4I4
3
5I4
2
4 3
3
5 4
3
5 4
2
4 3
3
5 A
1 1
1 1
1 1
2 2
2I2
2 2
3 3
1. ANCHORTYPES: 1.1/4'ELCOTAPCONS
2. 114" ELCO SS4 CRETE-FLEX
3-012 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD-18112' MAX. FROM TOP CORNERS
JAMBS-17112' MAX FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
S' MAX BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2. 1
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 TH
RESPECTIVE SIZE
AND GLASS TYPE IB
AVAILABLE.
TABLE KEY:
JAMB ABOVEU
MTG. RAIL
JAMB BELOW,
MTG. RAIL
JAMB ABOVE�2 J
MTG. RAIL
JAMB BELOW
MTG, RAIL
P. B9%!6YB I .r.... vr.... .., ...,�, ...., .,.
NOROYI9. Ft 9a]T� Viably &ttn SN100 NTS 9 • 11 4D46 ��
FRODUCT REVISED
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A. LYNN MILLER, P.E.
FL P.E.# 58705
1
ion
19.125
24.000
32.000
37.ODO
40.000
44.000
48.000
53.125
AT JAMBS
32.000 2 1 1 1 2
37.000 —2—F 1 2
40.000 2 , 2 2
44.000 2 2 2
48.000 2 2 2
53.125 73
2 2 1 2
0 er p e1 P$ "I
2 1 2 2 1 2 2 2 2
2 1 2 2 2 2 2 212
2 -2 2 3 2 2 3 2 3
79
2 2 2 3 2 3 3 2 3
D WINDOW
HEIGHT MINUS SASH HEIGHT TABLE 7.
ANCHORAGE NOTES:
1. ANCHORTYPES: 1.114°ELCOTAPCONS
2- 114' ELCO S84 CRETE-FLEX
3.012 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
3NTFROMTABLE8.
.298 1
44.039 1
50.382
65.925
U U
z" Z
O
M" O
U
N Z
U
Z
O
m 0
U
N 2
U
z
O
n O
U
N z
U
,_ Z
U U
U
U
" p
V
U"
U
U
DIMENSIONS:
$Q
j
HEAD • 181i2° MAX FROM CORNERS
JAMBS- 171/2' MAX. FROM TOP CORNERS
1 1
1
1
1
1
1
1
1
1
1
-
2 2
3
2
3
—
3
-
2
3
"`
3
3
3
11 1IT MAX. ABOVE THE MEETING RAIL
W MAX BELOW MTO. RAIL
15" MAX. FROM BOTTOM CORNERS
1 1
1
1
t 1
1
1
1
1
1
1
2 3
3
2
3
3
3
3
3
3
4
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
1 1
1
1
1
1
1
1
1
1
1
2 3
4
3
--
4
4
3
-
4
6
3
-
6
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
1 2
2 1 2
2 1 2
2 1 2
3 3
q 3 4
4 4 5
6 q 5
WINDOWS ARE 12618'MIN.TO38°MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGEDWINDOWS, INTEGRAL FIN DIMENSIONS ARE
I' LESS.
2 2
2 F. Z.
2 2 2
2_ 2 2
3 4
__
4 3 5
4 4 6
. _...
6 1 4 1 8
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
2 2
2 2 2
2 2 2
2 2 2
... 2 _
3 5
4 3 5
5 4 6
5 1 4 1 6
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE AND
GLASS TYPE IS
2 2
_
3
2
__.
2
_68 ..
3 2 2
_ ..
3
_..-
2 2
_..
4 5
5
4
6 6
5 4
6
5 6
AVAILABLE.
TABLE 7. KEY:
EEM
3 2 3
3 2 3
6• . 6 7
6 s-7
MAX PSF
(DP LIMITED) 112
HEAD 2
FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
JAMB ABOVE 2
MTG. RML
FULL DP
HEAD 2
778
7
27.776
30.776
31.108
z,-zro
o
ONz�z.+0
o
O
z,-z
0
o
RO
Hz�z
8"
g
0"
g
"
s
8
JAMB ABOVE 4 PRODUCT R6VI3[i11
MTG. RAIL .dlh it. Florid.
p�
AaopW.."
E*plTABLE
2 z
• 2
2
2
2
2
2
2
z
2
2 2
2
2
2
3
2
2
3
2
2
2 3
3 2 3
4 2 3
4 2 3LOA
4 3 3
4 3 4
8. KEY: M .,�3—�3�3
4 1 4 1 3 1 4 1 6 1 3
ror O O ENICE.5
v.o. BOX rase
NOKOW;. FL31 V4lbly b
MAX. PSF
(DP LWllTED) 112
JAMB BELOW 2`•'�
MTG- RAIL
(FULL DP)
JAMB BELOW.
MTG. RAIL
I/
iiirl
3 4
•'
6lyll6 .,:.
•.^lcsr.r:`�^-
LVNW(v{II.I.ER, P.E.
3 4
3 5
PACING, CUSTOM VIEW
HUNG WINDOW, IMPACT
SH700 I N4040.20 1F FL P.E.H 68705
ALEXTERIOR INTERIOR
L HEAD AND SILL DETAIL) WOOD ANCHOR
1.314" MIN. EDGE (SEE NOTE 2 & 3)
CONCRETE ANCHOR 2x WOOD BUCK
(SEE NOTE 1 18 31 (SEE NOTE 4) 1" MIN. F
3.35 KSI MIN. J-
CONCRETE 1 3/8' MIN., 114' TAPCON
•'F3/4" MIN., 114" CRETE-FLEX 1 318"
OPTIONAL Ix —r MIN
WOODBUCK
(SEE NOTE 4)
1l4' 114°
MAX. MAX.
SHIM SHIM
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
1 tl4' 1
Will
i 114' MAX. SHIM—�{ �' M!N•. 1/4" MAX BRIM —MIN.
I •,, 'I 1.314' MIN EDGE 12x
1" MIN.
IAI(M • CONCRETE ANCHOR,
FH BELOW MEETING
ipglGU• RAIL (SEE NOTE 1 & 3)
3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
1x BUCK OPTIONAL WITH SOLID CONCRETE WOOD
OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOT
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1l4" 5/8' MIN. EDGE
2-112" EMBEDMENT MAX.
SHIM _
I —WOOD FRAME
.131' DIA. MIN.
x 2 112' NAIL,
AT CORNERS
AND B" O.C.
2-112"
E
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4' ELCO TAPCONS OR 1l4°SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 13/4".
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR
DOE 114" SS4 CRETE-FLEX.
3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 912 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6063•T5 AND A MINIMUM OF 118'THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET
METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FORAN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT 13 EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION,
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2 & 3)
INTERIOR
(ALL JAMB DETAILS)
BUCK
EXTERIOR
n
4) IJ
FRAME
.131' DIA MIN.
x 21/2' NAIL,
AT CORNERS
AND 5' O.C.
5/8" MIN. EDGE I
1/4' IIIS .DIA. MIN.
x21
x 212" NAIL,
- AT CORNERS
SHIM AND 5" O.C.
DETAIL F, (HEAD) DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
1/4'
MAX.
SHIM
FRAME
F-----f-2.1PP' EMBEDMENT
DETAIL G, (SILL)
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A LYNrI ILLER, P.E.
FL P.E.# 68705