HomeMy WebLinkAboutNOA (Window)WINDS)\/
RECEIVED
MIMI DADE Pyle COPY DEC 16 7019
MIAMI-DARE COUNTY
MM Permitting DepartmentPRODL'CT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES;(RM; County 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7W 315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade2uv/economv
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.l*LL
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09101105, with revision G dated 06/06117, 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 A issile 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 Sled 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 wards 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 NOAH 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
rtwopetoe Cotrrrry �nI�nl� r, Expiration Date: March 26, 2021
Approval Date: November 30, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturers 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® NXI'rM 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. FTL4957, 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 underNOANo. 07-0322.06)
VIAA
Manuel ere P.E.
Product Control Exoiuer
NOA No. IT40630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, bnc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTufuED)
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
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. 05-101&01)
an iel er P.E.
Product Contr 1 Exa finer
NOA No. 7- 0.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
PGT Industries, Inc.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 61h Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "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 51 Edition (2014) and FBC
61 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 10/03106, 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 FTIA723, issued by Fenestration Testing Laboratory,
Inc., dated 08110105, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0 714.06)
G. OTHERS
1. Notice of Acceptance No.16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - LM.I., approved on 08/18/16 and
expiring on 03/26/21.
'J
h r P.E.
Product Co rolE 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 5116' LAMI CONSISTING OF (2) LITES OF 1/8'
OR.090' SAFLEX WD INTERLAYER (BY EAS
B. 611 S' LAM] CONSISTING OF (1) LITE OF 118' A
.OBO' KURARAY TROSIFOL *PVB (BY KURARA
C. 6116' LAMI CONSISTING OFF (2) UTES OF 118'
.09D' KURARAY TROSIFOL 'PVB (BY KURARA
D. 7/16' LAMI CONSISTING OF (2) LITES OF 3116
OR.090' SAFLEX0 PVS INTERLAYER (BY EX
E. 7/16' LAMI CONSISTING OF (1) LITE OF 3H6',
DOW KURARAY TROSIFOL 'PVS (BY KURARA
F. 7/16' LAMI CONSISTING OF (2) LITES OF 3116
OR.090' SAFLEX'PVB INTERLAYER (BY ME
G. 13/16' LAMI IS: (1) LITE OF 1/8' TEMPERED
.090' KURARAY TROSIFOL 'PVB (BY KURARA
H. 13118' LAMI 10: (1) LITE OF 1/8' TEMPERED
OF Itr HEAT STRENGTHENED GLASS WITH
1. 13116' LAMI IG: (1) LITE OF IS'
WITH A.09D' KURARAY TROSI
J. 1311W LAM] IS: (1) LITE OF 1 je'
.090'KURARAYTROSIFOL P
K. 13116' LAMI IG: (1) LITE OF 118
OF 3Na' HEAT STRENGTHEN'.
OR.090' SAFLEX 'PVB INTEP
L. 13/16' LAM] IG: (1) LITE OF 1/8'
WITH A.090' KURARAY TROS
M. 13/76' LAMI IS: (1) LITE OFW E
.090' KURARAY TROSIFOL PI
i WITH A.D90' KURARAY TROSIFOL! PVB (BY KURARAY AMERICA, INC.)
AND (1) OF iS' HEAT STRENGTHENED GLASS WITH
OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
ENED GLASS WITH
OR.090'SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
:S WITH A.ODO' KURARAY TROSIFOO PVB (BY KURARAY AMERICA, INC.)
. COMPANY)
) AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH A
OR.09D' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
4ENED GLASS WITH A.090' KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.)
M AIR SPACE AND 511W LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
¢ICA INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
4N AIR SPACE AND SAW LAMI CONSISTING OF (1) LITE OF 1S' ANNEALED GLASS AND (1) LITE
KURARAYTROSIFOL' PVB(BYKURARAYAMERICA INC.)
CHEMICAL COMPANY)
N AIR SPACE AND 6116' LAMI CONSISTING OF (2) LITES OF 11V HEAT STRENGTHENED GLASS
AYAMERICA, INC.) OR A9D' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
W AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH A
RICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
W AIR APACE AND 7/18' LAMI CONSISTING OF III LITE OF 3116'ANNEALED GLASS AND (1) UTE
O'KURARAYTROSIFOE PVS(SYKURARAYAMERICA INC.)
1 CHEMICAL COMPANY)
AN AIR SPACE AND 7/16' LAM] CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS
RAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) UTES OF 118' ANNEALED GLASS WITH A
:MCA, INC.) OR.09D' 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 ". SHEET 3)
BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
W DES/STANDARDS USm:
4201T RORDA BUILDINO CODE (FBC), eRl EDRION
42014 FWRIDA BUK)INO CODE(MIC fiTH EDRION
-A6 E1400O1
4ANSVMVA C Ni![ FORWOOD CONMUCDON
4ALUMINUM DESIGN MANUAL,AOM3016
MISISIW12
NOA DRAWING MAP
SHEET
GENERAL NOTES.............I
GLAZING DETAILS .........
... 2
DESIGN PRESSURES.
...... 3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORLZ SECTIONS ...
5
PARTS LIST .......................
6
EXTRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE ....................
B-11
Maledel
Min. Fy
I Mln. F„
Steel Screw
92 1,e1
Elw UIIIaCnrlB
410SS EkDO CmteFI t6
155 KsI
127.4 ksi
U12:7111i.11
6DS7-TSAhDrinun
1Skel
A365[eal
38kei
Gr. 33 Steal SWd
33 ksi
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13DO.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4, ANCHORAGE: THE 331/3Y. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS PTL-4W, FTL-0846, FTL4647, FTL4M, FTL-0849, FTL4650, FTL401, FTL4723, FTL-0957, FTL4958 AND FTL-5W.
ANSVAFSPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
S. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
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 HVHZABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
N.VENICE,R9FI15
1en1aa Im
CVRT.OFA111H.y482Ba
woad I NTS I 1 • 11
Nm 66704 ?
` U/4STA OF 1 �
�-/�Or'SIONAL 010�
IMPACT A1Annnnl``
A. LYNN MILLER, PE
404080 G FL P.E.#58705
GLASS BITE Ir `% Ila' I I 'jam GLASS BITE
Part#
Description
Material
71
Kommedlnll4SGTPSSpacer System
72
2E2Lm! $utMrSpacernXTvM Hot Meti Butyl
See Nis
Sheet br
73
Quanas Dumseat Spacer
Materials
74
Cadnal )d Edge Spacer
1/6' ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
�JJ�1II,��I. 090 PVB INTERLAYER 090 PVB INTERLAYER
f'T1/B° ANNEALED OR HEAT STRENGTHENED GLASS 311V ANNEALED OR HEAT STRENGTHENED GLASS
5/18' NOM. 7/16" LAMINATED
5116" LAMINATED GLASS 80,61 or 82 7I18 LAMINATED GLASS 83,84 or 85
71-74 71-74 a EXTERIOR INTERIOR
1 (ALL SECTIONS)
• KURARAYTROSIFOL
12'NOM. 12'NOM.' PVB INTERLAVE0.
GLASS BITE 46 of
GLASS BITE SAFLEX PVB INTERIAYER BY
EASTMAN CHEMICAL COMPANY
70 38 70
IV ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER 090 PVB INTERLAYER
1/6' ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
5116- LAMINATED 7116' LAMINATED
AIR SPACE AIR SPACE
1W ANNEALED OR TEMPERED GLASS 1I6' TEMPERED GLASS
13116'NOM. - 13/16-NOM.
13/18" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13116" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
SvUcTuRAL
mH DESICCANT
G4v"- —INT.GLASS
KODISPACE (qSUPER
4SG TPS SPACER®N)cr '
DURASEALO XL EDGE'°'
@SPACER rr SPACER
mu.OFAViH.M
2 s 1f � 404D,Z0
NOTE
LAMI IG OUTBOARD
LDES MAY BE
UPGRADED TO 3116'
WITH NO CHANGE IN
DESIGN PRESSURE.
* No. SB70a :r
A
111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 1 86" or 70" 72"
TV
TABLE 1.
76'
48"
AB,M
+60.0
.80.0
+80.0
-80.0
+80.0
.60.0
+80.0
-80.0
+80.0
.80.0
+80.0
A0.0
+80.0
1 -80.0
60"
,
430.+80.
.88Sr
0
A,B
t
000So
+80.
0
0
40
0
7,8
+7737
5.
7
57118"
A,B,M
+80.0
+79.8
-79.8
+78.2
-78.2
+76.8
-76.8
+75.4
-76.4
+74.
UP TO 63 118*1
C,D,E,F,G,H,I,J,KL
I +B0.0
430.0
r80.0
-80.0
+80.0 1-B0.0
1 +80.0
1 -80.0
+80.0
1 4L0.0
1480.01
-80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 YB" 44" 50 US" 63" 71" 14'
TABLE 2.
76"
48"
A,S,M
+60.0
-80.0
+80.0
-80.0
+80.0
-W.0
+SO.O
.80.0
i70.0
-70.0
+70.0
•70.0
+70.0
-70.D
60"
A,B,M
+60.0
A0.0
+80.0
-80.0
+80.0
-80.0
+79.9
•78.8
+ro.0
-70.0
+70.0
-ro.0
+70.0
-70.0
6T
A,B,M
i80.0
-80.0
+80.0
-80.0
+80.0
-60.0
+78.9
-76.B
+ro.0
•7o.D
+88.8
4H.8
+87.8
b7.6
63118'
A,B,M
480.0
A0.0
't00.0
-80.0
+80.0
-80.0
+75.0
-75.0
+68.0
A&D
+66.7
•68.7
+85.5
-8SS
UP TOW 1/8
C,D,E,F,G,H,I,J.K,L
+80.0
-80.0
+80.0
-a 0
+80.0
-00.0
+80.0
-80.0
+70.0
-70.0
+70.0
-70.0
+7D.0
-70.0
CUSTOM VIEW S 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. Wl SASH = 76" FLANGED AND 75" INTEGRAL FIN)
WIDTH I GLASS TPE 17118" 1 2211/18" I 28Y1S" 1 23314" 1 398116" 4413116" 1 WYB" 1 SSI&I6-
631/8" D,E,F,J,K,L+ +BD.O -80.0 +80.0 -80.0 +80.0 -80.0 +BO.a -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. rdIV LAMI-(1/8'A,.090,1/8'A)
FTL4647, 4648, 4723 4957
B. SIIW LAMI- 1/TA,.0SA1lW I
FTL4647, 4640
C. 5/16' LAMI- IlTHS,.08D,118'HS)
FTL4647, 4642
D, T/IW LAMI- 311WA,.M, YI6-A
FTL4545, 4885
E. 7116' LAMI- IVA,.090, 3f16'HS)
FTL4645
F. 7116• LAM]- 15"HS,.090, 3116-HS)
FTL4645
G. 13176' LAM] IG -118" T, AIR SPACE, 5116" LAMI - 48•A.090,11WA)
F71,4648 4723
H. Ia'IW LAMI IG-1/B'T, AIR SPACE, SlIV LAMI -1/8•A,.090,1RPHS -
F7L4648
I. 13116' LAMI IG -11V T. AIR SPACE, 5118' LAMI - i/8'HS,.090,11WHS
FTL4646
J. 13/16" LAMI IG-118- T. AIR SPACE, 7/16" LAM] - 311TA.O90, 3/16-A
FTL4649, 4650
K. 13116" LAM] IG -11W T, AIR SPACE, 7116" LAM] - 16•A.090, 3/16-HS
F11-4649, 465D, 4958
L. 1311W LAMI I0-1/8' T, AIR SPACE, 7/16' LAMI -(Y1WHS„090, 3116'HS)
FTL4649, 465D
M. 13116'LAW IG-1l8"A. AIR SPACE, 611V LAMI -(1/6'A;.090, IWA)
FTL-5083
0•
MEETING RAIL
HT.
x SASX
t -1
•0"
HT, MEETING RAIL x +}}FF
Nr.
p•
MINUS
SASH
W
HT.
HF'
MEETING RAIL
L
"x°
s H
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMBED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWNIN 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 36' MAXIMUM.
4. GLASS TYPES C, G, H. AND I MAY BE USED IN SASH ONLY -
6. REFER TO ANCHOR QUANTITY TABLE35-B FOR ADDITIONAL DP 1ma rE1. avnT Owve
LIMITATIONS. N.VENI=E.M DESIGN PRESSURES
ceAT. olvAum.rwzm ALUM. S/NGLE HUNG WINDOW, lMPAC7
3 u 11 1 4040.20
*. No. 68706
o .. �Y 7
', ONAI LENI
A. LYNNi f"R,I
FL REX 68705
48 SIB° MAX. FIXED
OLD (ALL)
D--j
I ]s
STABLE
D_j HEIIIJF+H]
TW
MAX.
BOLD IN X i
IMAX 1
48 11r MAX.
(ENT DL (AL
DETAIL A
1/1
B-
]5.1
' MAX.
I I.F.
j I HEI�HT
g % I ]s MAX
DETAIL B
VIEW (STANDARD SASH)
O j
E—�
I.F.
E HEIGI
SEEDLTABLE X j I SASH SEE DLO TABLE JL2X j 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 T FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 6 C) ARE BASED ON ATHREE OVER TWO FORMAT.
pql lm
C T.OFMTtO
DETAIL C
RADIUS TOP (STANDARD SASH)
Sm IAWS1 4 -11
*j No, 5BZDS
—T1:({
A. LVNN MILLER, P.E.
FL P.E.# SB705
SOLSS p'3'd ld S 0.1-ow. is • .9 IfBH aatil3 �fl+ammS m rr �o W wy
'3d'tl3T��NNAI'tl ^'°^^rua�L''M1d°� 73�ISSIHl B30MMJ ON 0 [tr869J Nf
_,o_�N8'1VNn:'o, lOVdWI'MOON/MJNI)H370NIS'WA7V I��/.F1lJ I �+ �vw� 3a
n? ° °ac
s+ o
_Altl
a'•. Win 'IN ? i
0-0 N01103S
I B9 \�
3O191f10 BWtlf Otl3H IIISMOI IIISHSIH
8ti 6b
_TTTIS r
MOl
F E T Z TIS 1
HOW 1
89 'L
L4
SN011_03S 3WV8d 'Sl NIA IV8E)31N1
V-V N01103S
H101M 7MW
SNW3dO 11-1911'X AVO Bill
3a—fs 0 1 I 1 I
(nlsMol)
AINO
linvann
LL No 8 'L
(NMOHS TITS MOl)
8-8 N01103S
1HVnAVa
mm
aus.l. 10
IrUC3)Od
NIN3dO
SnAVa
3Ll
Ll------ ---------- - �E
9L�B L � Wo V6 3OISNI
1HEARM imvdHStl3 NO wa moB
SNIN3dO1HSIlAV01N3A'XM 3015NI
03Sn S1Htld 3ONtl7tlS 310N LZ 8L RaIS a IN3AI(L)'SNOOI3MS(WNWBION
NO 3Nntl31N301N3A ltl HOltll d33MS (l)'NIW �310N �«---,9SL'Z—�I
REMI
DWGM I
DESCRIPTION
PGD#
1
4002A
FLANGEFRME HEAD
812225
2
1156
08 XIAOO QUAD PN.SMS
781 POA
3
4003C
FLAN OE FRAME SILL(LOWSILL)
812226
5
1626
PDHESNE OPEN CELL FOAM PAD
7PPD7626
6
4004
FLANGEFRMEJAMB
612227
7
4026
SASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.125 LONG
612244
9
4020
SPIRAL BALANCE, 3/8",6/S',OR11N6-
10
LOBO
BALANCE COVER, 3WOR SIB'
6BALCVR616
11
NS X.760 PH. PN. SW
7834AA
12
BALANCE BOTTOMBRACKET
7BPLTBKT
13
108511086
SASH TOP GUIDE
42504
16
46XI PHILLIPS FLATHEAD S. STL
78X1FPAX
10
1080-1
BALANCE COVER, 11N6'
6BALCVR670
17
4053
SASH STOP COVER
64063
18
4029-1
SASH BRACKET
7ULBRKT
19
#8-32 X W LG. PH. FH. TYPE F S. STL
7832X12FPFX
21
4054C
IFIXED MEETING RAIL
640540
23
4006C
ISASH TOP RAIL
64008
26
1236
WGTP-170 X270 BACK FIN SEAL
875160
26
1096
ISMEPLATCH
71096
27
1016
148 X.625 PH. FL. SMS
7868
28
4007
SASH BOTTOM RAIL (LOW SILL)
812230
30
1228
WSTP. BULB VINYL
OTP249
31
4006
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAFA SETTING BLOCK 3AJ2'X25164"X1"
71622K
36
1052
LAM 10 SETTING BLOCK V X3N"X1/18"
71052K
37
1224
VINYL GLA7 BEAD BULB(THIC
BTP247W,K
38
1225
VINYL GLAZ. BEAD BULB
(THIN)
6TP248K
41
4038B
GLAZING BEAD, 5N6 LAA CUSS.
84039E
42
4044B
GLAZING BEAD, S/18 LAM WGRILL KIT
644703
44
4222A
GLAZING SEAD,7116' LAM
64222
45
986C
GLA7JNG BEAD, 7116' LAM WGRILL KIT
6985
46
4087
GLAZING BEAD. 13116"LAM I.G.
64097
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAME, I.F. LOW SILL
64072
49
1 4073A
IMAM I.F. HIGH SILL
04073
50
4074E
FRANE,I.F.JAMB
64074
52
4009
SILL LATCH(EGRESS) LOWELL)
764009
63
1088
SPRING. SILL LATCH (EGRESS)7SPRNG
54
2740
SILL LATCH (EGRESS)(HIGH SILL)
82740
55
1014
SCREEN FRAME(HOR. S VER.)
01014
66
1630
SCREEN CORNER KEYWRINGS
71630
67
1631
SCREEN CORNER KEYWIOUTRINGS
71631
58,
1073
SCREEN SPRING
1 7CASP
59
1624
SCREEN SPLINE-.135 DIA FOAM
I 61624K
CENT. OF AUM 173aI0
1. 30
.0
4.7 FRAME. I.F. HEAD
#6071A, BOB3T8
49 FRAME I.F. HIGH SILL
#4073A, 6063-T6
48 FRAME, I.F. LOW SILL
#4072A 6063-TO
OFRAME, I.F. JAMB R'.�' -
50 #4074B, 6063T6 _ *:NO.56705
(USED AS RADIUS TOP HEAD) _V:(/ �#`,
s+0oo I N7S j 6 • 11
2.784^{
J� II
062
O FLANGE FRAME HEAD
04002A, 6063-TB
O FLANGE FRAME SILL (LOM
17a9
6069-T6
II�-1.451.-�T
104003C,
7"'D 1
.082 A90
F-1.613-- .738
040
062
OFLANGE FRAME JAMB O p44D225.6ASH063-Ts
�7 SASH OPT AVER
#4004,6063-T5
(USED AS RADIUS TOP HEAD)
+I1�.3�4L2, I�
.062 I�I 5
21 FIXED} ME�E�TING RAIL
#4054A. 6063H0.T6AN
r
3.446
2.326-----i
T-IjTrI ,T
El I .082
.962
I.F. FRAME SEALANT ALONG ENTIRE JOINT
1Qr 47 \\ Z I.F. FRAME
M
or
WELD
6 or 50 ALONG
SCREW
BOSS (2)
SEALANT OR GASKET ,
AT HEAD AND SILL
I
VIEW D-D VIEW E-E
(1/1 S VIEW HEADS SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION _
-- -- 050 - -
+-I 1.165 .678
1.096 I j-i� —F
062 1a49 ZING BEAD, 5116"
1 8GLA#4039B, 6063-TS
23 SASH TOP RAIL 26 SASH BOTTOM RAIL(LOW)#40DBC. 6063H5-TB 94007, 6083T6 O50 1
.878
1.096 RRR66R�--L-�-iL T
O GLAZING BEAD 7/16"
04222. 6063-TS
31 SASH SIDE RAIL
04008,6063-T5
OFLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH)
6B #4050A,6063-TB FADS1A. 6063-T5
C .WAUTX.-
050-678
�
1.116��
45 GLAZING BEAD, 7/16"
#985C, 6063-T6
(USED W/GRILL KIT)
.050�
1.098-j��•I
42 GLAZING BEA,5/16"
0404413,6063-T5
(USED W/ GRILL KIT)
.6T833 05o
.�---�1-1.097
�I
46 GLAZING BEAD. 13/16" IG
#4067, 6063-T5
•'�
Nm 68705
=v itrA
sA0''•.reD Ir
FRAME CORNER DETAIL
' T ••.
HUNG WINDOW, IMPACT
ACSz4aE.9SS k.E.
w.ow
7 • 11
4040,20
G
FL P.E.#58705
ANCHOR QUANTMES FOR 111 FLANGED WINDOWS
WINDOW HEIGHT
SUBSTRATE 26.61* 1 34.M 40.603 46.603 516"
ANCHOR TYPE: mp z zmp z�z�p z�zmp z zmp z z
WNDOW GLASS Ngpg N OHO HpopNO ONgO4NO ONpOpNO'O�iONO'O
O O O O
WIDTH TYPE S O O 5 5
KJ,KL
C,D,E,F,G,+1721iil
1I1
1J2
1�1
1
1 2
2T2
_19.125
1!2
2 2
2 2
2�2
2 2
2 2
2j2
2�2111
ABM
1T1
, 2
tit
tit
2(2
1 2
2�2
2 2
P 2
2T2
2 2
212
2T2
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
,
1
1
1
1
H,6J,K,L
1 2
111
174
1,2
1 2
111
T
1;2
_1
2 2
2 2
2 2
2 2
2 2
2 2
2 2
24.000
ABM
1
27�112124T-2iT222,
1
1
1
1
1
1
1
2222222r]22222T�
.1
1
1
1
1
1
1-
1
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
H,4J,KL
1 F2
1 2
2 2
2, 3
1 2
2 2
2 3
1 2
2 3
2 3
2 2
2 3
2 3
2 2
2 3
3z000
1
1
1
1
1
1
1
1
1
1
i
1
AB,M
_1
1 2
1�2
2 2
2 3
1 2
212
2 3
1'2
2 3
_1
2 3
2 2
2,3
_1
2 3
2,2
2 3
C,D,E,F,G,
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
H,IJ,K,L
2 2
1�2
2 2
2 3
1 2
2 3
2T3
2 2
2 3
2r3
2 2
213
2 3
213
2 3
37.000
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
AB,M
_�_...._.
2i2
1 2
...._.._..._,..
2 2
2 3
1 2
_._.
213
._.r....__.
213
2!2
_. __
2 3
_.,_
2f3
_.. _._
2 2
_. ...
2T3
__r.
2 3
_,_....
25'
...
2 F
PSF
78
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
FGhD�E
221?22223222323222
3
23
2T3
23
21423
3:
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
1 2
2 2
2T9
211
213
2r3
2i2
2T3
213
_2
2 3
_2
2 3
214
2 3
3
PS
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
222222232223232233242333
3(4233:
44.000
H,I,J,KL
2
z
2
2
2
2
2
2
2
z
2
2
2
z
2
ABM
2 2
2j2
2 2
213
212
2�3
2 3
2I2
3T3
2 4
213
313
3i4
2�3
3 i
PSF
78
78
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
48.000
H,I,J,KL
2 2
2 2
2 2
2,3
2T2
2 3
_2
3T4
_2
213
3T3
3T4
2 3
3 4
3�4
2 3
3
2
2
2
2
2
2
2
2
2
2
2
2
2
ABM
2 2
22
2 2
2 3
_2
212
213
_2
3 4
213
3 3
3 4
2 3
3�T4
3T4
213
3
PSF
72
78
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
....L...
2
_. _
3
.___
. 2
2
_r
53.125
H,4J,KL
2 2
.__.
22
2 2
2 3
.T.....
2 2
2'3
..—...
3j4
2;3
3 4
314
2 3
3 4
3'4
_
3!3
3,
2
2
2
2
2
2
2
2
2
2
2
3
2
2
BM
2 2
2.2
2 2
2 3
2i2
2,3
3T4
_2
23
3(4
3 4
2!3
3�4
3,4
3(3
3.,
tomtecwuawerorsxe
N. VElYCE, RJ�2m
Ko9 uo-teao
JA
0&DNII
Q
NUdf4NOEA TW33'Q:EI.
CENf.OFAViN.IP®e
uw,wra,rotar
FK
7,ffi
Jl
SW I
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WQIDOW HEIGHT
SUBSTRATE'
21.655
37.155
44.655
52.165
59.655
67.155
74.655
76,000
ANCHOR TYPE.
a
NO�ONQ
.�
o
0
N O�
0
ON
0
0
N0
0
ONO
0
0
N O
U
�ONQN
o
0
O'-0
0
0
QN
0
z
O�
0
OO
0
a`iQ
0
N O
0
�OV
yip
o
N0
0
WPIDOW
GLASS'iQ
U
(i
0
U
3
0
U
3
U
0
3
o
U
-!
U
0
5
O
3
0
U
WIDTH
TYPE
5
3
C.D.E,F,G,21T�
1
1
1
1
1
i
1
1
1.
1
1
1
1
1
1
1
1
1
1
1
1
1
HAJ,K,L
1!1
2i2
2 1
212
2r
2,1
2 2
2 2
2F2
2 2
2 2
212
Y(2
212
2(2
2 2
3)2
2 2
3 2
T2
272
312
19.125
1
1
11111
1_7_1111
A,B,M
1 1
2 2
211
2 2
2(2
2.1
2 2
R
2�2
2 2
2 2
2 2
2 2
212
2 2
2,2
3;2
2 2
3 2
3 2
2r2
3 2
PSF
78
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
H,I,J,K,L
1 1
-i
1 1
212
1 1
2 2
,1
2 2
212
2 2
i2i
2 2
2�2
212
2 2
3(2
3 2
Er2_2
312
2 2
3-(2
9 2
2 2
3(2
1
111
1A,B,M
1 1
111
iTt
21.2
1 1
2 2
2�2
212
Q
2(2
2 2
2T2
2T2
2(2
3 2
3 2
3(-2
2 2
3 2
312
212
312
PSF
68
77
32.000
C,OE,F,G,
H,I,J,K,L
1
1 1
1
1 1
1
1 1
1
2 2
1
2j2
1
2122
1
2 3
1
2 2
1
2 2
2
3;3
i
2 2
1
3 3
_,2
3 3
1
3 2
1
3 3
1
3 3
1
2 2
1
3t3
_1
4 3
1,-
3 2
-_7
4 3
1
E
1
3'2
1
4 3
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
i
1
1
1
1
1
1
_1
1
A,B,M
111111222E
2122322223132p
3333323333223343324134�332413
PSF
58
67
78
'
37.000
C,D,E,F,G,
H,I,J,KL
1
111Tj
1
1
11222r22223212233132233333347333T233T324f3443T243
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
A,B,M
1
1
1
2
1
1
_2
1
2
2
1
2.
2
1
2
2
1
2
3 3
2
4 3
1
312
2
4 3
2
414
1
3�2
2
43
1 1
1 1
1 1
2 2
2 2
2 2
2 3
2.2
2r3
313
2 2
3 3
3 3
3 3
4.3
3 3
3 2
PSF
64
79
62
79
QD,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,LJ.KL
1
1 1 1
1 1
2 2
2 2
2 2
2 3
2T
3i3
3 3
2 2
3!3
�3
373
413
3T3
3 3
4 3
4r4
3 3
4(3
414
3 3
613
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
1
1 1 1
711
2 2
2122T2
FT
2r2
371513'31
2r2
9!3
4 3
3T3
4 3
3 3
313
413
4 4
_2
3!3
4 3
4 E
3.3
513
PSF
08
79
58
78
78
44,000
C,D,E,F,O.
H,I,J,K,L
2
11112p222332723r33T4233134433434(43.341944A
2122%
2
2
2
2
2
2
2
2
_2
2
2
2
2
2
2
_2
33T
2
2
443r354
_2
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
_2
2
2
A,B,M
1
1 1 1
2
2 2
2 2
3 3
212
3 3
3T
2 3
3 3
4 4
3,3
4 3
4;4
3 3
4 3
414
3 3
4 3
414
313
5 4
PSF
46
744
79
79
C,D,E,F,G,
2
22
2
2
2
2
2
2
3
2
2
2
2
3
2
_2_
3
_2
2.,
48.000
H,I,J,K,L
1
1 1 1
2
2 2
2 2
3 3
3
3!4
3r3
3 3
4i4
3T3
4:4
_2
4'4
3i9
4!4
414
4T3
5'4
4 4
413
5 4
2
22
2
2
2
q22
2
2
2
2
3
2_
2
2
3
_2
2
3
2
24
A,B,M
1
2
2!2
2 2
3 3
r3
3i4
3�3
373
4�4
_'2
313
4 4
4:4
3!3
.2
4 4
4I4
4 3
5,4
bi4
4;3
5 4
Psf
4f
877
76
78
63d25
H,I,J,KL
1
1 1 1
2
2
2 ...
22
2
2 2
3
3 3
2
...,_
33
_. 2
J3
3
.�
44
.. 2
373
.. 3
4F4
3
�_.
4:4
2
_.r_
3,3
3
.__....
4'4
3
._I_.
4 4
2
..1._
3 3
3
_. _....T..._1
414
S
2 _...._.
3
3
_ F5
5.5
2
_�
4.3
3
.-T.-.
5 4
2
22
2
2
3
2.
2
3
2
3
3
2
3
2
2
3
3
3
___
2_
3
A,B,M
1
1 1 1
2
2:'2
2 2
3 3
3 3
3�3
4:4
3 3
4 E
414
313
4-
_3
4'4
33
4�4
54
_2
4T3
.
5'4
5'4
413
5 4
KwN; m3w5
ryt11b0.1fi00
CFAT.OFAUIH.I1a2B0
1. ANCHORTYPES: 1-1/4' ELCO'ULTRACONS OR#12
SCREWS INTO METAL
2-1l4' ELCO SS4 CRETE•FLEX
3-012 SCREWS
2 ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD-181)2' MAX. FROM TOP CORNERS
JAMBS -1711V 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 V LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
MTG. RAIL
JAM® BELOW,
MTG. RAC.
MTG. RAIL
�'pNr �rNN - �•,,
JAWBELOW J
MTG. RAIL
_ * : N0.66705
SEE TABLE 2 FOR
FULL DP';
n *_
IW= I NTS1 9 1 11 1 4040.20
ANCHORQUANT[TIES
ABOVE MEETING RAIL HEADS, JAMSS CUSTOM FLANGED WINDOW
HEIGHT MINUS SASH HEIGHT TABLET.
WNDOW HEIGHT MINUS SASH HEIGHT FROMTABLE
8.
SUBSTRATE:
17.125
22.668
28.211
33.754
39.
1 44.839
50.382
55.925
ANCHORTTj
❑
0
p"8
u
Z
O
Z
8"g"8
❑
m p O
Q
z
O
z
8"g"8
❑
n p O
O
z
O
z
8N$"U`VN3"8
❑
w g O
O
Z
O
Z
❑
M p O
O
Z_
❑
Z
8Ng"8
❑
w p O
O
z
O
Z
811
❑
w 0
Q
Z_
0
❑
Z
UNg"8
❑
1'4 0O
U
z_
O
Z
8
WINDOW
WIDTH
19.125
1
1.._..1...2.
1
.2.
2
1..'L.
Z.
.2
._Z
2
2
2
2
, i..
4
2..
1...
3
2
3
3
2
33.3
3
24000
1
1
1
.'..
1
._2.
111
_Z.
_.2_.....2
...�.
1
1
2
1
.Z.
1
2_.3_.3._2
1
1.
1
-0
.3.._3.Z.3
1
1
1.,_
.. 7-.__.1__
8
3
_ 7...._1_11....'_..
3
3
32000
1
1
.'..
i
��1�
11_1_
..2...2
2
2
3
1
2
1?
3
S
1
3
1
9
.1 '
��3
�...
2
__1_...
3
�._
4
_1
3
.. 1
4
1�
4
3
4
79
37.000
D,E,F,J,
KL
1
._'_
1
_'.
1
.�
2
..2 .._Z.
1
2
2
2
._3..
1
._2..
2
3-"3
2
1
_3..
2
...4.
2
.-9
1
3
2
3
2
4
1
3
2
4
2
4
1
4
2.
6
2
6
..1 ,.
4
2.
5
PSF
1 79
79
79
1 79
40.ODO
OETA
K,L_�1
2
2
2
1
2
2
2
2-
2
2
2
-3
2
-3
2
3
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
6._4.
2
2
.._4_
2
5
2
6...4.
2
2
PSF
791
1 76
79
77
79
11
79
79
44.ODO
'
D,E,F,J,
K,L
2
1
.,,2
1
2
1
2
2
2
2
2
2
2
9
2
...._.
3
2
3
2
_.._.
4
2
__.
4
2
4
..__.
2....
4
2
.._
3
2_
�6
2
4
_2
3
2
6
2
b
2
4
2
6
2
6
2
4
2
8
78
79
79
7B
78
71
78
73
76
EPSF
D.E,F.J,
K,L
2
2
2
2
2
2
2
22
2
5
2
11.e
2
3
6
2
4
2
e
3
6
2
4
2
8
3
e
2
6PSF
2
1
1
1
2
2
2
3
3
3
4
4
4
71
79
63
7f
78
80
74
66
77
6969O,E,F,J.
fi3i2S
2
2
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
9
3
2
9
KL
1
1
1
3
2
2
9
3
9
4
4
4
6
4
6
8
9
6
e
6
7
8
6
7
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE S.
SASH HEIGHT
SUSSTRATF:
12.776
15.776
18.778
21.770
24.7t776
27.776
30.776
31.106
E•
JWQHWO TYPE,
N O"
gg
B`8
Z
N O"
$
8
U
2"
8
Z
8
8
R"
Z
8`8"
eL
" Z
8
tJ
Z
8
n❑
`�S"8
8"
Z
8
U
2
8""8
n❑
2
8
W
wmTT1
19.126
1
1
1
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2Q000
2
1
i
2
112
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32000
2
i
2
2
212
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 1 2
3 1 2 13
3 2 3
3 3 3
3 9 3
4 3 3
4 3 4
74
4D.000
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 -4
68702
44.000
2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
6 3 4
Q7
72
79
M34
48.CDO
2
2 2
2
2
2
3
2 3
4 3 3
4 3 4
4 3 4
5 3 4
73
58662
63.125
2 2
2
2
2
3
3 3
4 3 4
4 3 4
5 3 4
5 3 5
(041)am6
MRT.OF AUTI.O
1. ANCHORTYPES: 1-1/4'ELCOULTRACONSOR912
SCREWS INTO METAL
2- V4' ELCO SS4 CRETE-FLEX
3-912 SCREWS
2. ANCHOR LCCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD-1B 171' MAX. FROM CORNERS
JAMBS -1712' MAX. FROM TOP CORNERS
1112' MAX ABOVE THE MEETING RAIL
W MAX BELOW MTG. RAIL
15' MAX FROM BOTTOM CORNERS
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND S. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 6/8' MIN. TO 38' MAX
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1'LESS.
8. 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 SOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
MAX PSF SEE TABLE 3 FOR
{DP LIMITED) 112 FULL DP
HEAD 2
JAMB ABOVE 2 F_
MTG, RAIL
L DPi
HEAD
JANIBABOVEJ 4
MTG. RAIL
TABLE 8. KEY:
MAX PSF
(DP LIMITED) 122
JAMB BELOW 2
MTG. RAIL
(FULL DP)
JAMBBELOWe2
MTG. RAIL = * No.58705
SEE TABLE 3 FOR FULL DP I'
I Z �jj"I �7 1 1 s 1 "„ 1som I NMI 10 .11 1 40400 1 G I FLP.E.958705 J 1
13/4' MIN.
(ULTRACON AN(
2.1R' MIN.
OPTIONAL 1x
WOOD BUCK'
(SEE NOTE 3)
a EXTERIOR INTERIOR
(ALL HEAD AND SILL DETAILS)
OR
rr 2 & SEE NOTE 283
(SEE NOTE
ANCHOR
1I 2x WOOD SEENOT S)
I (SEE NOTE 3j,
• 1 3/4' MIN.
7� 114'
MAX
p MpX.
SHIM SHIM
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4' ELCO ULTRACONS OR 1W SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 314' FOR ULTRACONS INTO CONC., 2-VP E.D. FOR
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONO.
EDGE 2. FORWOOD APPLICATIONS IN MIAMI-DARE COUNTY, USE #12 STEEL SCREWS (GS),
IN' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131'0 x2-12• COMMON NAILS (F7667 NL CM
S-OT Z (8d)) Bd PENNY SS 21NC COATED COMMON NAILS. TYPE I, SINE 10—FIN MOUNTED
ONLY (SEE DETAILS E, F AND G THIS SHEET)
• 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
TOTALTHICKNESS IS LESS THAN I lr'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE
11Q'THICKORGREATER INSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE
ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENTTO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
806YT5 AND A MINIMUM OF IW THICK FORATTACHMENT TO STEEL OR STEEL STUDS,
33 KSI ANDAMINIMUM OF 045'
DETAILA DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTHOF
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILARTOTHAT SHOWN IN THESE DETAILS FOR 2x
1-Y4' MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
1-1/4°MIN. EDGE (CMU) 2-1/Z' MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
1-3/4' MIN. EDGE (CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1/4'MAIM SHIM V— 1318• S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
rrA uIN 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS.
1/4' MAX. SHIM
CONCRETEANCHOR,
PH BELOW MEETING
RAIL (SEE NOTE 2)
I 3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
1x BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
2-1/2,
.131' DIAL MIN.
x 2 1/Y NAIL,
AT CORNERS
AND 5' O.C.
MAX
SHIM
DETAIL F, (HEAD)
FRAME
2-1/2'
EDGE
L,131'DIALMIN.
x 2 l/2' NAIL,
AT CORNERS
AND 5' O.C.
DETAIL E. (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
_ FLORIDA BUILDING CDDE.
RAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
15
(041)l000
• aeaL1 w1� 1161e� __ ___. __........,,. CMLCFAM./1f498
p1111111
HpNYLYNN
.......4f .,,.
a1'lr:'�jtFN6t.'•..1�.
C .
* :./� Na. 5870' s
5
yv F OF (`
WCHORAGE DETAILS ...R.P..�'
ILUM. SINGLE HUNG WINDOW, IMPACT
r..s4 w.yr r ALVNNm R. P.E.
SIIl4P N75 11 11 4040.20 G FL PAX 58705
DETAIL G, (SILL)