HomeMy WebLinkAboutNOAMIAMI-DADE
W
Mn MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTTCE OF ACCEPTANCE (NOA) �.mjamidade.gov/econorny
PGT Industries, Inc. SCANNED
1070 Technology Drive
North Venice, FL 34275 13Y
SCOPE: St. Lucie County
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 AIIJ (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 DOCUNIENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets I
through I I of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., 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.
NWSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LA13ELING: 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 NOAP 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
Expiration Date: IVIarch26,2021
Approval Date: November 30, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU13NHTTED
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 I through
I I of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
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 Spacero 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 tinder previous NOA No. 16-0 714.06)
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 tinder 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)
Mannel �e�reP.F-
x ,
Product Controj�E. ine',
NOA No. .11610.08
Expiration Date: March 26,2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cowxNuED)
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 201-94
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 08/1 VOS 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
..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-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.0.7)
"-7,
I 'er X '
Productmcann't'ro' Jrx0a" piner
� 7-
NOA No.a30.08
Expiration Date; March 26,2021
Approval Date: November 30,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5111
Edition (2014) and FBC 61h Edition (2017), dated 06/22/17, prepared by
manufacturer, signed arid 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 CERTMCATIONS
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
6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement leff er 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, FrL4958 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. 07-032ZO6)
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 tinder NOA No. 05-1018. 01)
5. Pr�posal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted underprevious 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.
11 r z, P.
Prod uct�lon miner
NOAtroi VZ096.0.0,
Expiration Date: March 26,2021
Approval Date: November 30,2017
F-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)UTES OF 1US-ANNEALEDGILASS WITH A.09D'KURARAYTROSIFOL! PV3 (BY KURARAYMERICA ING.)
ORU90- SAFLEX 'PVB INTERL.AYER (BY EASTMAN CHEMICAL COMPANY)
B. 5/16' L"I CONSISTING OF (i) LITE OF 1/8- ANNEALED GLASS AND (1) LITE OF I IS- HEAT STRENGTHENED GLASS WITH A
G90- KURARAY TROSIFOL 9PVB (BY KURARAf ANIEFUCk INC.) OR290' SAFLEX` PVS INTERL-AYER (BY EASTMAN CHEMICAL COMPANY)
C. 5116' LAM) CONSISTING OF (2) LITES OF 118- HEAT STRENGTHENED GLASS WITH A
.09V KURARAY TROSIFOL 'PVB (BY KURARAY AMERQ& INC.) OR.090"SAFLEe PV`B INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7116'LAMI CONSISTING OF (2) LITES OF 3/16- ANNEALED GLASS WITH A.090' KURARAY TRGSIFOL� PVB (BY KURARAY AMERICA, INC.)
OR.0901 SAFLEX 0 PV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7116'LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GILASS WITH A
.090- KURARAY TROSIFOL 8PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX' PV13 INTERLAYER (BY EASTMAN CHEMICAL COMPA"
F. 7116' LAMI CONSISTING OF (2) UTES OF 3116- HEAT STRENGTHENED GLASS WITH A.09OF KURARAY TROSIFOL 91PVB (BY KURARAY AMERICA, INC.)
OR.090- SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116� LAM) IG; (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5116- LAMI CONSISTING OF (2) LITES OF U8"ANNEAUED GLASS WITH A
.G9O'KURARAY TROSIFOL 'PV6 (BY WKURARAY AMERICA. INC.) OR.090' SAFUE)e PV13 INTERLAYER (BY EA,STMAN CHEMICAL COMPANY)
H. I W1 6- LAM] UG: (1) LITE OF 1/8' TEMPERED GLASS. AN AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 1 W ANNEALED GLASS AND (1) LITE
OF IIF HEAT STRENGTHENED GLASS WITH A.090"KURARAYTROSIFOI? PVB (BY KURARAY AMERICA, INC)
OR.090' SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13116't-AMI IS: (1) LITE OF 118' TEMPERED GLASS. AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 118* HEAT STRENGTHENED GLASS
WITH A.090" KURARAYTROSIF01. �P� (BY KURARAY AMERICA. INC.) OR.090' SAFL-Ek. PV13 43Y EASTMAN CHEMI� COMPRHY)
J. 13116' LAM( IG: (i) LITE OF 116- TEMPERED GLASS, AN AIRSPACE AND 7/16- LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A
.090- KURARAY TROSIFOL 'P%iB (BY KURARAY AMERICA. INC.) OR.090"SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16- LAMI IG: (1) LITE OF Iffi- TEMPERED G�S, AN MR SPACE AND 7116' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE
OF 3/16'HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOC PVB(BYKURARAYAMERICA, INC.)
OR.0901 SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPMY)
L. 13f16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116- LAMI CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS
WITH A.090' KURARAYTROSIFOL �PVB(By KURARKYAMERICA, INC.) OR.09D'SAFLEX' PV13 INTERILAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13116'LAMI IG; (1) LITE OF 11VMNEALED GLASS, AN AIRSPACE AND 511VLAMI CONSISTING OF (2) LiTES OF I/8'MNEALED GLASS WITH A
.090'KURARNY TROSIFOL OPVB (BY KURARAY AMERICA, INC.� OR.090'SAFLEX' PVB INTERLAYER (By EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONSU'OX- (111, VIEW AND RACHUS TOP, ALL N LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1.3, SHEET 3)
& NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13M.
C. DESIGN LOADS ARE BASED ON ALLOWA�BLE STRESS DESIGN, ASD-
CODES I STANDARDS USED:
:2D �7 FLORIDA BUIffNG CODE �FGC� 6TH EDITION
2D 4 FLORIDA BU LO NG CODE FOC). 5TH EDITION
-ASW E130�
ANSUAFWA MDS-nIS FOR WOOD CONSTRUCTION
AUUMINUM DESIGN MANUA.. ADW2016
-AlMSIW12
-AISC 31IN10
NOA DRAWING MAP
SHEET
GENERALNOTES ............. I
GLAZING DETAILS ............ 2
DESIGN PRESSURES 3
ELEVATIONS ..................... 4
VERT. SECTIONS ............. 5
HORIZ. SECTIONS ............ 5
PARTS LIST ....................... 6
EXTRUSIONS .................... 7
CORNER DETAIL .............. 7
ANCHORAGE .................... &11
Material
Min. F,
Min. F�
Steel Senw,
92 last
120 Usl
Etco UlTaCcrS
155 ksi
IT7 ks!
410 SS Elco CreteRmM
127.4ksi
169.7ksi
6DB3-TS Alurninurn
16 ksi
22 ksl
A36 Steel
36 ksi
58 Its]
Gr. 33 Steel Stud
33 ksl
45 ksi
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAJILS�
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS BEAL ED WITH NARROW JOINT S EALAINT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FTL4647, FTL-4648, FTL4649, FTL4650, FTL-4651, FTL4723. F11-4957, FTL4958 AND FTL'5063.
ANSVAF&PA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY NTH 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 GILIZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
jmU'w-'.
CERT. OF ALM nSM
SHRO I NITS 1 1 1 11 1 4040-20
z
NAL
011,1110
A. LYNN MILLER, P.E.
FL P.E.# 58705
Part 0
Descdpbon
71
Kommeding 4SG TPS Sp=er System
72
Quanex Super Spacer Wr vAth Hot Malt Buto-
il
73
Quanex Dumseal Spacer
C i I XL Ed S acer
It? NOM. In" NOM. 74 aM na ge p
GLASS BITE GLASS BITE REFERE CE TEST REPORTS: FTL-8111
118' ANNEALED OR HEAT STRENGTHENED GLASS ±J-Lj— Wl W ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER — I _ 090 PVB INTERI-KYER
Ita' ANNEALED OR HEAT STRENGTHENED GLASS -T-1 W16-ANNEALED ORHEAT STRENGTHENED GLASS
5116'NOR 1 7/16- LAMINATED
5/16" LAMINATED GLASS 7/16" LAMINATED GLASS NOTE:
LAM[ IG OLTBOARD
71-74 71-74 <�D EXTERIOR INTERIOR17�> LITES MAY BE
(ALL SECTIONS) UPGRADED TO W16'
WITH NO CHANGE IN
lPVB, DESIGN PRESSURE.
F� �KU-�YTRDE�IFOL
1/2'NOM. PIfB INTERLAYER
GLASS BITE
GLASS BIPITE WUEePVB I�I`EFILAYER BYy
1EASTMAN Cl
70 38 70
118-ANNEAUED OR HEAT STRENGTH N D GLAS W16- ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER .00 PV8 INTERLXYER
1/8' ANNEALED OR HEAT STRENGTH N D GLAS W16' ANNEALED OR HEAT STRENGTHENED GLASS
'T
WIF LAMINATED 7116- LAMINATED
AIRSPACE AIR SPACE
1/8' ANNEALED OR TEMPERJED GLAS 118-TEMPERED GLASS
13116'NOM. 13116"NOM.
NSS W/ 5116- LAMI (86,�87,88 �lr 92 1 NSSW/7/16"LAMI (EiiD
STRUCTURAL OUTYL" PRODUCT RE�13W
SILIKIONE WIVNCM, SEAL
STRUCTURAL 1/4' ROM. FOW WWNOM. BML& SIUCONE SEA. DO
DESIC�T E D�
FOAM
W.GI.ASS ExT.GI.ASS EXT. GIL&SS
YISOB�LENE WITH DESIC� R LL---
PAL
-4ONE
F_
TR
I �j S,
C:NE _T
THDESIWART STA RUES. STEEJ
IS E_
,W (),AY LYNIV
* .....
(RT. GLASS IRT. Gt-ASS INT. GIASS IW. GLASS
-N�
KODISPACE SUPER DURASEALO XL EDGE'" 58705 s
4SG TPS �WACERON)cr R
PACE SPACER
I Z
STA OF
a
GLAZING DETAILS
LUM S1, AL "I
:�ALM INGLEHUNGWINDOW
IMPACT
;_ 1_ A. �A, iwfl"'P.E.
']'�77 J'G JNO�ESWISSRE�- G FL P.E.W
Full 1 2
i
III FLANGE OR INTEGRAL FIN VWINDOWSWI HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 1. 66' 1 68" 1 70" 7r
7�
TABLE 1.
76"
48'
A.B.M
.80.0
130.0
+80.0
-80.0
.80.0
80.0
+80.0
80.0
+80.0
-80.0
+80.0
-80.0
+800
-80.0
so..
A.B.M
.60.0
430.0
1 -80.01
-80-01
-80.0
110+0
+80.0
40.0
+80+0
40.0
+80.0
.80.0
-79.0
-79.0
fir
A.B.M
.80.0
80D
+80.0
80.0
+80.0
430.0
Im
.80.0
4310
-78.8
-78.8
I
-77.3
.77+3
+75.9
-75.9
53 1/8"
A.8,M
+80.0
�82
22 01
:20
1 !Z�2-2
ISS
+78.2
-78.2
+76.9
-7 .
+;7;5!2
-701,1
+74.0
-74.0
UPTO531118"
C,D.E.F,G.H.1,J,K,L
+80,c
-a 0!2
0
1 +80!�
�0
.8;
+A II
_B0.0
+80.0
.130.0
. ol
7.0
+80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
IDTH GLASS TYPE 38 3fr 60618' 63- 72" 74'
TABLE 2.
76"
A.B.M
..80.0
-ea.0
.80.0
.80.0
+80.D
+80.0
80.0
+70.0
-7D.0
+70.D
.70.0
+70.0
.70.0
1.
A.B.M
-80.D
�0.0
.80.0
-60.0
80.0
-79.9
-79.9
-70.0
-7D.0
+70.0
.70.0
0
��70!02
00
-�70 2
52"
A,B.M
+S(lo
-80.0
+00.0
Ann
480.01
430�0
1 +76.9
-76,9
1 +70.01
-7(L0
+68.8
-68.0
6 6
�7
7!6
K
63 118"
A,B,M
.60.0
+eo.o
-eo,o
1.80.01
.80.0
1 +75.01
-75.01
.68.01
�S.D
�66,7
�6.7
, ,
" ,
UPTOS3118"
C.D.E,F,G,H.I.J.K.L
+BD.0
1 +80.01
-80.0
1 +80.0
1 80.0
1 +80.01
430.0
1 +70.01
-70.0
+70.0
-70.0
-70.0
0
_ 00
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW MT. WI SASH Tr FLANGED AND 75- INTEGRAL FIN)
GLASS TYPEF IT118" 1 2211116" 1 283116" 1 333f4- 1 39916" "13116" 0318-- 1 M16116.
WIDTH
53119- ID,E,F,J,K,L'A\1.80.0140.01.80.01�0.01+W.0140.01+80,01�OD.01+7D.O1-70.01+70.01.70.Oli-7O.Ol.7D.01+70.01-70.
GLASSTYPES:
TEST REPORTS TABLE4.
A. 5116!' LAMI - (119'A,.090, 1/6-A)
FTL4647. 4648, 4723, 4957
B. 5116P LAM] - (1/6-A,.090. 1/6-HS)
FTL4�7,,IW
C. 511 S' LAMI - (I/S'HS,.09D,I/FHS)
FTL4647, 4648
D. 7/IV LAMI - (311TA..090,3116-A)
FTL-4645. 4885
E. ZtIS' LAMI - (WIWA..090. WlWHS)
FTL46,15
F. 711T LAMI - (W16-11S,090. 3116'HS)
FT-46,15
G. 13116'LAMI IG - 1/9' T. AIR SPACE. 5116' LAMI - (1/8-A,090,116-A)
FTL-4646, 47M
K ISfI6' LAMI IG - 11W T, AIR SPACE. 6116' LAMI - (1/8-A-C90.1WHS)
FTL-4646
L I3fl6"LAMIIG-US`T. AIRSPACE.
FTL-4646
J. 13116'LAMI IG- 1/8"T. AIRSPACE. 711VLAMl-(3I1VA..090,31IS-A)
FT-4649. 44350
K. 13116" LAM] IG - 118' T. AIR SPACE, 7116- LAMI - (WWA,090. 3116'HS)
FTL4649, 4650, 495B
L. 13116'LAMI IG - 1/8' T, AIR SPACE. 7116- LAW - (3/IVHS..09D. XlTHS)
FTL-4649, M50
M. 13116"LAMI IG - 118"A. AIR SPACE. 5116- LAMI - (IIVA.,090, 116-A)
FTL-5063
*0"
MEETING RAIL
HT. JASH
t - I
HT. MEETING RAIL
X. SA SH
W fiT
.0. MINU
SASH
HT. HT
MEETING RAIL
S
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF .64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVEDESIGN
PRESSURES ARE UNEFFECTED. No. 587"
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1- FROM THE FILANGED TIPJO-TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHT$ FOR CUSTOM WINDOWS ARE 12 %-MINIMUM TO 38"MAXIMUM.
4. GLASS TYPES C, G, H. AND I MAY BE US ED IN SASH ONLY s
5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDJTJONAJ_ DP
LIMITATIONS. NNENICE.RNV5 DESIGN PRESSURES
;LUM. SINGLE HUNG WINDOW, IMPACT
17 G IW�GW &iEET. I - - - - A. LYNN IL R. P.E.
FY' - - �k� I I;. I AfTS 1 3 - 11 4040-20 G Fl PE 705
11 1 &W JYJ S397 1 1 11
53 lill' MAX. FLANGED WIDTH
52 11W MAX. I.F. WIDTH
495/8'MAX FIXED c
D
DLO (ALL) -11 --wi
I.F. HE
SEE DLO 75* LAX. 7HEIG STE 7Y IGHT
A
TAILE D-j HEIJHT SEE DL, E
T ILE 0
A, A
7V'MNC "'L IM L
EEbLo
TABLE
(MAX )
L
46 114" MAX
fENT DLO (AL
DETAIL A
ill
MAX.
SASH
DETAIL B
VIEW (STANDARD SASH)
E -i
7T 7S. L
HE I iIHT E J HE I HT
SEE DL SEE DLO
TABLE 0 76- MAX. TABLE 0 76- 1 A,
FLANGED FI-A C
L HEIGHT L HEIG
I X 20'
T SEE DL A/ SASH
SEE DL ASH 0 r
oin IGHT T! HEIGHT
--7
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR COMER DETAIL MEWS.
3. SEE SHEETS 8 THFtOUGH I I FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 0 S Q ARE BASED ON A THREE OVER TWO FORMAT.
11070TEUrOILMYDRD
CE R� ELE11
LU&
I CERT.OFAUT��VMW, FYff7 A UX
lG W�S�SHEE7.
1--ji'l 7 1
DETAIL C
RADIUS TOP (STANDARD SASH)
No. 58705
I A. LYNN MILLER� P.E.
11 4040-20 G LL P E # 58701
I
I 2184"--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 NOTE: BALANCE PART:
CH BASED ON SASH WEIGHT
OPTIONAL BOTTOM LOCKS. (1) 6- FROM EACH SIDE OF SAS4H. S USED
(LIGHT 0, NI W
INSIDE INSIDE MAX. VENT DAYLIGHT OPENING
ojwr==� 1,�, 49.10.11.15.16)
F
MAX
FIXED
LITE
DAYLIGHT
OUTSIDE
VENT
DAYLIGHT
'$V�
SECTION B-B
(LOW SILL SHOWN)
I,� (LOW SILL)
SEE NOTE ABOVE
n12 ULTRALIFT
ONLY
WE
MAX. FIXED LITE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
2.� 46 50
HIGH
SILL 0211
L '3
LOWOW
ILL
SILL
A _i
413
1�0
LOW SILL HEAD JAMB OUTSIDE
An68 LF.FRAMET:�""
DETAIL
�Vlsw
s�i%�FknU
58705
tstRiT .
.1 1 �� 7 NO CWWGES MIS S14�. R_
JR U TOIAU- 11, WN&LI: HUNCi WINL;UW, T A- N"Nf J'LRP.E.
4040-20
Hff 1 5 - 11 Ly
j L '58,
__LJ71 G F E�
ITENI
Dwr.#
DESCRIPTION
PGT#
I
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X 1,000 QUAD PN. SMS
781PQA
3
4003C
FLANGE FRAME SILL (LOWSILL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMB
612227
7
4025
SASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.12S LONG
612244
9
4029
SPIRAL BALANCE. 3/8'. W. OR 11116"
10
1080
BALANCE COVER. 318"OR 518"
6BALCVRO16
I 1
#8 X.760 PH. PH. SMS
7834AA 1
12
1
ISALANCE BOTTOM BRACKET
7BALTBKT
13
1085MOB6
SASH TOP GUIDE
42504
15
98 XI PHILLIPS FLAT HEAD S. STL
78XIFPAX
16
1080.1
BALANCE COVER. 11/16-
6BAL.CVR670
17
4053
SASH STOP COVER
64063
18
4029-1
SASHBRACKET
7ULBRKT
19
118-32 X IX LG. PH. FH. TYPE F S. STL
7832Xl2FPFX
21
4054C
FIXED MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
M006
25
1235
VVSTP 170 X.270 BACK, FIN SEAL
67SIGG
26
1096
SWEEP LATCH
71096
27
1016
1" X.625 PH. FL. SMS
7858
28
4007
SASH BOTTOM RAIL (LOWSILL)
612230
30
1226
VVSTP., BU LB VINYL
6TP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAMI SE7nNG BLOCK 3/32' X25M"X I-
71622K
36
1052
LAM IG SE7nNG BLOCK 1- X3f4'X 1116-
71052K
37
1224
VINYL GLAZ. BEAD BULB (THICK)
6TP247WK
38
1225
MNYL G�, BEAD BULB (THIN)
GTP248K
41
4039B
GLAZING BEAD. 5116 LAU GLASS.
64039B
42
4044B
GLAZING BEAD, 5/16 LAMI VWGRILL KIT
644703
44
4222A
GI.AZING BEAD, 711 S' LAMI
64222
45
985C
GLAZING BEAD , 7116*LAMVWGRILLrJT
6906
46
4067
GLAZING BEAD 13116" LAAM I.G.
64067
47
4071A
FRAME. I.F. HEAD
64071
48
4072A
FRAME. I.F. LOWSILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
so
4074B
FRAME, I.F. JAMB
64074
52
4009
SILL LA7CH (EGRESS) (LOWSILL)
764009
53
iOBB
SPRING, SILL LATCH (EGRESS)
7SPRING
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME (NOR. & VER.)
61014
56
1630
SCREEN CORNER KEYWIRINGS
71630
57
11 1631
!SCREEN CORNER KEYWOUT RINGS
71631
1 68
1 1073
ISCREEN SPRING
7CASP
1 59
1 1624
ISCREEN SPLINE -.135 DIA FOAM
61624K
CERT. OF AUW� M�
nm
Dvvr.#
DESCRIPTION
PGTv
60
1635
SCREEN SPLINE -.135 CIA HARD
61635K
ol
SCREEN CLOTH
61816
505
GLAZING CHANNEL (.. Be X.500)
6533402
f�
1161
jL6Xlii0OOPPELUGL TEK
'06XI
67
0 GTA .1116XI�-7116LAMJ
GLF
M62B"510
4051A
ISASH BOTTOM RAIL (HIGH SILL)
64051
69
4050A
IFLANGE FRAIIAE SILL (HIGH SILL)
64050
70
ISILICONE, DOW791.899, 996 OR GE 7700
80
A GLASS, 5116- LAMI, (118"A.090 PVB,iM"A)
81
B. GLASS, 5116"LAN% WS'A.090 PVB.1/8'HS)
82
C. GLASS. S/W LAMI, (IM-HS,.090 PV3,118"HS)
83
ID. GLASS, 7/16" LAMI. (3/16'A.090 PVB,3/16-A)
84
E. GLASS. 7116"LAM. (3116"A.090 PVB.3116'HS)
85
F. GLASS. 7/16- LAM. (311WHS,.090 PV8,3/16- S)
86
G. GLASS. 13116"LAM IG: 118"T, AIR SPACE. 5/16" LAMI.(118"A,.090 PVB,iB"A)
87
H. GLASS, 13116- LAND IG; 1187. AIR SPACE. 5/16' LAM. (IM"A..090 P%EI
88
1. GLASS, 13116'LAN IG; 1/8-T, AIRSPACE, 5116- LAM, (118-HS..090 PVB,lm'Hs)
89
J. GLASS, 13116- LAM IG: 1187. AJR SPACE, 7116"LAM. (3/16"A.090 PVS,3116"A)
90
K GLASS, 13/16"LAN IG, lffi7.AIR SPACE, 7/16- LAW (WWA,.090 PVB.3/16-HS)
91
L. GLASS, 13116- LAMI IG; 1M7, AIR SPACE, 7/16- LAM. (3/16'HS,.090 PVB,3/1611S)
92
V1 GLASS, 13/16" LAIA IS; Im"A AIRSPACE. 5116" LANL(Iffl-A_090 PvE,Iffi"A)
�-2.784--j_
130
.062
'6
(47) FRAME, I.F. HEAD
FRAME, I.F. HIGH SILL
W107M, 6063-T6
FRAME, I.F. LOW SILL
#4072A. 506345
�--2.374-----]
2 71
R�016C
T, S
& #4074B. 6063-TO
(USED AS RADIUS TOP HEAD)
00 - L - YAFv
CEN
NO 58705 s
ST 0
lo"'N
............ . r.
11 'AF I I I � I NTS 1 6 - 11 4040-20 G FIL P.E.# 68705
XIO—W� I�JJIS"7 1
163 2.784--1
062
FLANGE FRAME HEAD
#4W2A, 605�Tli
.062-
FLANGE FRAME JAMB
*1004. 6063-TS
(USED AS RADIUS TOP HEAD)
--1 1.342
.062 :aq 5
RAIL
&I054A, 6063HD.TBg\
2.78AI
FLANGE FRAME SILL (HIGH)
#4050A. 606�T!3
�l or
.062-
2. 1 M: 2.71PI --- 2�q 1 30
FLANGE FRAME SILL (LOW)
#40030,6063-T6
1--1.513--j 738
-k:=06=2=j.4W
I-1.451--IT L�jf
SASH STOP U7 ',OVER
#4025,6N�T5 #4053,6063-T5
I-- 2.279--�
�Tl 717
062
.062
SASH TOP RAIL
MO ....... HS-TO
2.326----1
T
�f.s 79
SASH BOTTOM RAIL(LOW)
(�o V1007. 6063-TS
050
678
1.096 T
GLAZING BEAD 7/`16"
#4222.6063-T5
FRAME
SEALANT ALONG ENTIRE JOINT
n , I.F. FRAME
or
WELD
ALONG
or 50 ��l r
SEALANT OR GASKET--\, ��SS (2)
AT HEAD AND SILL
VIEW D-D VIEW E-E
D & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
.050
1.165 .678
.0672-1 -T
GLAZING BEAD, 5116-
NQ39B. 606�TS
SASH SIDE RAIL
�CCB, 6063-TS
SASH BOTTOM RAIL (HIGH)
(�D #4051A. 6063�T!5
.n�O,Myo�
N.�N M M�
CIMI� 0�1=
CERT. W MTK MM
1
.678
1.115
45 GLAZING BEAD, 7/16"
#985C, 606345
(USED Wl GRILL KIT)
S�
1
678
1.096 T
GLAZING BEAD, 5116"
"O�5. 60�T5
(USED Wl GRILL KIT)
I ---- 1-1-- . -
r�, ff.w� oP e 2b2i
.683
50
050
1 1.097
GLAZING BEAD. 13/16" IG
11", 'Not . 4 . Y LYIVV
........
#4067, 6063 T5
Z*: N.. 587o5
�-O 1
0
74ME CORNER DETAIL
WG WINDOW, IMPACT
A�� W, R. E.
7�- �11
404OL20
i-G
FLP.E.458705
ANCHOR
QUANTITIES
FOR
III FLANGED
WINDOWS
TABLE 5.
ANCHORAGE NOTES:
1. AN�HUK I YVE�: I - 1/4' ELCO ULTRACONS OR #12
WINDOW
HEIGHT
SCREWS INTO METAL
21.601
, 31,613
40.603
46.603
52-603
51.601
14,113
16,010
SUS=��
2 - 114' ELCO SS4 CRETE-FLEX
ANC
0.��
-.1,
at
Q
z
Z�
- 0
0
z
z
q O�
z
- z
q 0�
Z
Z
ll�o
0
Z
0
Z�O,z
,
0
0
Z.O�Z_z
V/INDQWj
GLASS
0
C)
N
O-ON
0
0
0
0
0
0
N
o
o
u
ci
0
0
0
0
2. ANCHOR LOCATION AREBASEDONTHE
WIDTH
FOLLOWING DIMENSIONS.
HEAD - 18 1/2' MAX. FROM TOP CORNERS
'IE Ff.
Q�D K
T15
I I
I F2
1,1
112
2 2
1 2
1 -
2-'2
272121'2
2'
[2
21 I 21
2�2
__2
2� I
i �2121
2
12
12
2 -
2
ir
12
2',_2
272
- 213
2
313
JAMBS - 17 1� MAX. FROM TOP CORNERS
1 Y MAX. FROM BOTTOM CORNERS
19.125
6'MAX. BELOW MTG. RAIL
1
A B
12
1
;T�
iFi
:i
2': _2
Z_ 2�
it
-
2
2:_
2
2.2
'2
2-
f 3
212
3 3
SILL- ANCHORS NOT REQUIRED
114
11Z
1-i
.2
212
2: 2
2
Z2
2
2
2
3. INSTALL PER THE ADJACENT TABLE ANCHOR
--
—
—
—
—
':2'
-1'!-2-
Z2
1:2
2: 2
2; 21212
212.2
2
272
2
i%
1
I-2T 2
2
-.2
F3
12
_i
il 3
212
3,3
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
24.000
1�_
12
_1
V2
ljd2i2
1 2
2 212�!
2%
2: 2
2 2
2;2
2.3
_2T_2
2,2
2:2
213
212
2�3
313
2-2
-3
31_
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE VUESS.
C,D,EF,G,
1
1
1
1
1
1
1
1
1
1
2
1
1
2
1_
H,IAr L
d2
�i 2
2i2
1,2
2,-�
2
3
2�'31i,2
2'13
2'3
2 2
.1
2:3
13
I
2[2
35
4
_I _
312
_I -
3 3
_2
314
3�3
_I,--
4
T
5, DESIGN PRESSURE LI I A ON
3ZODO
SIZE BLOCKS OF TIHE ADJACENT TABLE NTH A
AB.M
-12
1_j 2
Yj 21
2 3
�'2
2 1 Z
2-1-3-
-1 i 2
�23
2
2 2
2[ 3
213
3 flil-i
2
313
3i 4
3' 2
3! 3
3,4
3,3
4�4
BOLD ITALICIZIED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUAA71�
OF ANCHORS SH
C,D,E.F.G.
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
H,kJ,K,L
1:
�2
213
2
Y, 3
213
2 �12
2�3
212
2L3
2T�3
-2-1-3
1-3
_3TF4
2j3
_35
3 1-4
31-3
3_14
i-,5
ili
4
�7
MAXIMUM DESIGN PRESSURE FOR THE RESPECnVr
SIZE AND GLASS TYPE IS AVAILABLE.
37.000
AB,M
_I2
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
2
1;2
2 21213
1
112
2!3
2,3
2j2
13
�2
2 .3
2,
2;3
213
2;3
314
22i'3
3
314
3: 3
3.4
3;5
3�; 3
4: 4
REQUIREMENTS.
PSF
79
1
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,I,J.K�L
22E2
2 12
2ji
2'21
2] 21
_ I
21312
:i 2
213
21' 3
213
213
i4
213
313
3F4
_
2'j 1
_3`1 4
3! 5
_2
3: 3
3�4
4 F
i13
4:4
2
.1112
2
2
212
2
2
2
2
2
2
2
2
a
2
2
2
2
2
2
A S,M
2 F2
i2
1�2
2_13
-F-21
173
_2"3
21ili
213
T3
_27,3
2
-2 � 3
i;3
3f4
2F3
3 14
jT
: 6
37,, -3.
3_1 4.
416.
i F3
_4 1-4
-
TABLE KEY:
MAX PSF
PSF
S
19
44.000
(DP LIMITED) 118
HEAD 2
C,D E F.G.
H.1 J,'K,L
—
2
122
2
iT 2
212
2
21
2
2
2
1-3
2
�"_3_
2
2 12
2
313
2
214
2
2-1-3
2
_3_53
2
il�
2
-il
2
iAT
2
I �
2
�5
2
iT
2
2
3
2
3! 4
2
r
4 5
2
3;4
2
415
2
2
2
2
2
2
2
iffi
2
2
3
2
I
2
2
2
JANS A 2 3
SOOVF
Rw
M
A,B,M
_2T2
2
�l 2
21312
_211 3
� 1 2
3 1 3
i. .. ��L
L
2%
_
IL3
3�4.2�3
31-3
li2
i4.2',i
_3 � 4
1
_3�;�
1 3
3f4V5jLl4?f
_5
MTG. RAIL
Jmm R A PRODUCrRmsm
PSFJ
79
1
79
1
MTG. RAIL
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
48.000
G,D,E F,G
H.I,J,'K,L'j_2"2
2_,'2
iji
Ti 3
2-2
213
3;Fdl
i-;3
3F3
3--,'4
_:dj i
li2
3!4
_2 3-
31di
-3 f 6
3,'r3
3 1
. �
31'_3
4�
;6
4!6
31.
5
wv
(FLY-L DIP)
I
2
2
2
3
2
2
3
2
2
AB.M
H22
2
2
2,2
2
F2,
2
ili_3
2
2_12
2
2_13
3
2
- 14
314
2
213
2
313
2
i��Jijiiif
1 2
1 2
2
2
2- -
2
Yj 4.
i'l 51
Z151
i 14
3!6,313
-
dl� E
-1,6,
� 1 4,515
.,
HEAD 2
-3
JANSABOVE 13
MTG. PAL ,,0'otj'Y LYNAt
PS3F
72
79
1 79
1
C,D.E,F,(G.
2
_
2
2
2
213
2
3;4
_ji%ji?4
14
2
2
314
3
2
ji2
j_%j
3i]424
3
. .....
2
3
3
2
3
........
JAMB BELC w
53.125
H,I,J,jK,L%
2 2
2
2 2
2 3
3
#2
2.2
i
32.
2_;'3
3�4
0 3
A
3
3,
C6
14
4,5
4,6
3A
516
NITG. RAIL
SEE TABLE I FOR M-- 58705
2
2
2
2
2
2
2
2
2
2
2
2
3
1 2
2
3
2
3
B,M
2 2
2 2
nT�!AB,M nj ,
I
_4 I
o; �
_3
4; i
4. 6
314
4 15
FULL DP
CEKOFAUTH.�
�c-,-H GE SPACING, 1/1 WINDOWS
STAM
A
INGI EHUNG WINDOW fIfFArT
JR
I ' 'G
INO �GSS
WS SHEET-
721_7�
1='B=
I
PITS 1
8 - 11
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WINDOW
HEIGHT
SUBSTRATE,
2 .655
37.155
44.655
105IT59
655
67.155 1
74.855
76,000
ANCHOR TYPE.
a
fjo
0
o
Z.0,,z
0
0
0
0
z
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0
'10
z
0
0
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0
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0
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0
a
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WINDOWI
WIDTH
GLASS
TYPE
L
ji�j
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2'1
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2,2
---
2�1
---
211
d
2 212'di
1
lik
I' i
ill i
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il i
2,2
i �2
il 2
312
3'2
2, T-i
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19.125
A.B.M
..
l-'I
2�i
i:I
:2
212
2
il,
2, 21
21!
21 2
2:i
2,2
2�
2;2
3-2.iF2
Y2
3.2
2T
j]
PSI
9
24.000
C,D.E.F,G.
H.1,J,K.L
-il�
YLi
i i
i i
i12
211-i
i 12
1
32
T23�2
::3:2
2 1
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31.,2
33 2
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2 i
3
I
A,B,M
1
212
2�2
2�2
2i2
2� '2
-i
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21i
2
2T2
3 2
3'2
Y2
3
2�2
,
3�2
2
' i
31t 2
;2
212
3�2
2
2!2
3�2
PSF
68
77
32.000
0,D.E,F,G,
H.I.J,K,L
I
El
j 1 1
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2T'1-22[i;7�2
2
-2
k3i 3
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-13
1
31,' 1
51'3
31
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2 2
35
4j
T
4i3
4
3
4! 3
- A,B,M
-1
il-3
2!
5
I 2ij
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j'jj-�ljj-3f-313-1�2-
3-1!3
3131211213131
1
- 1-
41 313�214I
1 3
-1
4Tj
-j'i
1 3.
PEP
59
67
79
37.000
C,D,E,F.G,
H.1,J,K.L
1
1
1
—2
K2
;'--2
212
2i3
1
2�2
2
i'3
2
3�3
2,
2
3�
3id
3
4 !i
2
1
3�3
1 1
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1 2
3-
3 3
[ 3
I 2
I 23
4%
-31� 2
4f
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A,B,M
1
1
-lT
2
-
272
__
i;l
I
212
2
55
1
1, 51
'�2'3
i2
I i_,
_i2
T
Z
2
3; 33
,
1
37R231
2
2
4 I
lilil
2
2
1
'3�2
2
il
PSF
PSF
54
79
62
79
40,000
DEFG
C,D,E,F.G,
H I j K L
H,I.J.K,L
2
2
1 1
2
1
Ell
2
2
2
E2
_2 -
2
22
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212
2
2 "13
2
2'2
2
3i3
2
'3
3.
3
2
2
3 3
2
4�3
2
13
313
C3
C3
2
3-3
3 3
2
-31 _3
2
4'3
2
-
C 4
2
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3:3
2
- I
4; 3
2
-
4,4
2
1.
�Wjl-3
&B,M
A
M
2
J�l
2
2
1 1
1
J22
2
2
1
1 1
2
272
2 2
2
2
, i
-i" 2 -
2
2
2 2
2
2 - 3.
2�
. 2 2
- 3 3 1
3i
3�3
2i2
313
413
3'3
3
2
31 31
1 2
3�
1 2
_2
31 3
2
413
2
4�4
2
3�3
2_
513
PSF
49
79
56
79
79
44.13DO
C,D,E,F,G
H,I,J,K,L
H I j L
2
2
El 1:
—21
1 1
I
2
2 2
2 iL2
2
2 F2
2
i'6
2 2
2
31i
2
3'4
2
iii
2
3 i 3
2
47AI
2
i5
2
4
2
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3
41 41
�2
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I 31LI
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2
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1 2
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2
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3
2
2121
2
2
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2
2
'3 F3
4 ' 4
Fj��
41
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3:3
41
2
2
2
3
. 41
_i2
731
2
5'
PSF
45
74
51
74
79
79
1
48.000
C.D,E,r,G,
H.1,J,K,L
2
1 1
2
2
2
1
2
2
1212
2
i22
�ii i
2
2
2
2
r22-21--
i 2-2
2
3 3
2
2 2
2
i-3
2
34
2
3fi
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3 i
3
,
4.-d3%14
%
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2
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4 41�1%
1
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1 2
A.B,M
2
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2
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1
2
-15
2
1-2 F2
2 2
2 2
2 2
2 2-371
2
3
2
27 2
1_ ?ij
3
32
4U
3'
3VJ3%14'4
4!�L
4 4
414
2
2
3
2
4'3
2
5:4
PSF
41
67
46
67
7
7193
-
53.125
C,D,E,F.G,
H.11,J.K,L
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2
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1 2
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416%14%1514
CEFT. OF AU� 4MN
S� I NTS 1 9 1 11
1. ANCHOR TYPES; 1 - 1A' ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 - I le ELCO SS4 CRETE-FLEX
3. #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD � 18 112"MAX. FROM TOP CORNERS
JAMBS - 17 112"MAX. FROM TOP CORNERS
15- MAX. FROM BOTTOM CORNERS
6' MAX. BELOW MTG. RAIL
SILL - ANCHOR$ 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. 08SIGN PRESSURE LIMITATIONS
gj2r U_ __ .
L6��NS OF T�, ADJAGhN. ABLEWITHA
BOLD ITALICIZED VALUE ARnVE 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:
JAAG ABOVEL3
MTG. RAIL
JAA6 BELOW
IvTrG. RAIL
JAAAB ABOVE 2 ! 2
.........
MTG. RAJL
r,ffG.
AM
J j ANIB BEL
LYN&
..... .. ... 41Y
IVITG. RAIL
�F NO.58705
SEE TABLE 2 FOR
FULL Dp
s 40
ANDARD VIEW
Z$'
4040-20
ANCHOR QUANTITIES
ABOVE MEETING RAIL (HEAD& JAMES), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7.
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8.
SUBSTRATE:
17.125
22.668
28.21
1 33754
39.2
".639
B3S2
55.925
ANCHOR TYPE: -
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.
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WINDOW
�IND
W
W W IIDTH
T
GIL
GLASS
YPE
n
19.125
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1
2
2
2
2
2
2
2
2
2
2
2
2
3
2
14-
3
I
3
i
2
i
3
1
-3-
1
3
1
24,000
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K.L
1
1
1
1
1
1
2
1-1
2
1
1
2
1
2
1
2
2
2
3
3
2
3
3
2
3
3
3
3
1.., 3
- 3
4
32.000
D,E,F,J.
K.I.
1
1
1'
1
1
1
2
1
1
1 2
2
3
1
1
3
2
3
1
-
3
1
3
1
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1
2
1
3
. 1
1
3
1
4
1
1r
4
1
1
3
1
4
1
5
1
3
5
PSF
79
37.000
BTE, -F, A
KL
11
2
2
1
2
2
2
1
2
3
2
3
1
3
2
4
�11
3
1
1 3
3
-
3
-'4-
4-
4
2
6
2
5
1
4
2
5
2
PSF
i
79
79
79
40.000
D-EF.J.
K.L
-2
1
1
IF2
1
t79
!2
!
7
2
2
2
2
2
3
2
2
2
4
2
3
2
4
2,1
4
2
3
1 2
1 4
2
4
2
3
2
5
4
2
1 4
1 2
1 5
2
5
2
4
2
6
2
PSF
79
76
79
77
79
79
79
44.ODD
D.E.FA
KJ-
2
1
2
1
2
2
2
2
2
3
2
2
2
2
-4
2
-4-
2
2
2
2
4
3
5
--i--[72
2
2727F
5
1 4
-2
1 6
1
PSF
78
79
70
79
79
71
79
73
76
48,000
-6.EFJ,
KJ.
2
2
2
2
2
2
2
3
2
-772
4
4
2
-TT-2T-2-
5
1 4 1
6
3
5
2
4
2
3
6
2
6
2,:
6
I
-1�1
_2
2
-2
-2
-3
4
PSF
71
79
63
1 71
1 79 1
64
74
_i3
6
69
53.125
D,E,F.J.
K.L
2
2
3
3
2
f7
4 1
:��3
3
5
_2T-3-3-T-2#739
4
5 1
,
5
�_j
2
3
1
1
1 1
2
1 2 1
2 1
3
4
4
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH MT.
TABLE 8.
SASH HEIGHT
SUBSTRATE.-
12.776
1 15.778
1 18.776
21.776
24.776
27.T76
30.776
31.106
ANCHOR TYPE-
§
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0
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01-
.
0
0
0
01-
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0
0
0
0
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.
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VINDOW
WIDTH
19.125
1
1
1
2
1
2
2
1
2
2
2
2
2
2
9
20
k2
2
2
2
2
2
1 2
--T4—.000
2
1
1
2
1
-
2
2
2
2
2
2
-
2
2
2
-
2
2
-
3
2
2
3
2
2
i2.000
2
1
2
2
2
2
3
2
2
3
2
3
3
2
3
3
4
2
3
11
9
3
37.000
79
- -
-2
7: �12
---F2
2
2
74
2
2
2
3 2 3
3 T 2-F 3
3 1--3 1 3
1 4F 3 1 3-14-F-3
4
4 T-3-T 4
68
78
1
2
2
2
3
2
3 1 3 3
4 1 3 3
4 3 4
5 3 4
5 3 1 4
62
72
79
2
2 2
2
2
2
3
2
4 T 3 4
4 3 1 4
5 1 3 4
5 3 4
73 1
58
66
72
2
2
2
3
3 3
--T-3 7-
4 4
-5 T--T-
3 4
5 1 3 1 5 1
9 1 q
010TECHN OLM Mi"
k �NICE, FL W11
(941) Q�IM
CEFT. OF AUTH. #N�
ANCHORAGE NOTES:
1. ANCHORTYPES: 1-1/4'ELCOULTRAGONSOR#12
SCREWS INTO METAL
2 - IWELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD - �8 �/2'MAX. FROM CORNERS
JAMBS - 7 /2* MAX. FROM TOP CORNERS
11 la'MAX. ABOVE THE MEETING RAIL
6"MAX. BELOW MTG. RAIL
15- MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETI NO RAIL AND TABLE S. FOR BELOW.
4. AVAILABLE SASH H EIGHTS FOR CUSTOM VIEW
WNDOWS ARE 12 518" MIN, TO 38' MAX.
5. TABLE WIDTH AND HEIG HT 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 MOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOW. 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:
MkXPSF SEETABLE3FOR
(I)PLIMITED) 112 FULLDP
HEAD� 2
JAMB ABOVE 2
MTG. RAIL
(FULL DP)F:::]
HEAD[ 2
JAMB ABOVE
MTG. RAIL
TABLE 8. KEY: PRODUCTUVISM
- Fili, -� d. F��
MAX PSF
-OG5DZ
LEP LIMITED) T" zi
4B BELOW1 2 1
MTG. RAJL
(FULL DIP) 'se*
M BELOWI 2 1
rvTrG. RAIL
NO. 58705
SEE TABLE 3 FOR
FULL DP a:
A LYL N E '15 .. S. E
G
NTSJ�10 - 11 4040-20
<�] EXTERIOR INTERIOR*
NOTES:
IN COUNTY. USE ONLY MIAMI-DADE COUNTY
1-314'MIN. EDGE
WOOD ANCHOR
1. FOR CONCRETE APPLICATIONS MIAMI�DADE
(ULTRACON ANCHOR)
(ALL HEAD AND SILL DETAILS)
(SEE NOTE 2 & 3)
APPROVED 114'EUCO ULTRACONS OR 1W SS4 CRETE-FLFX. MINIMUM DISTANCE FROM
2-In' MIN. EDGE
CONCRETE ANCHOR
ANCHOR TO CONCRETE EDGE IS 1 34' FOR ULTRACONS IWO CONIC., 21WE.D. FOR
(CRETEFLEX ANCHOR)—
(SEE NOTE I & 3) 2x WOOD BUCK
ULTRACONS AND CRETEFLEX IWO CMU AND CRETEFLEX INTO CONC.
(SEE NOTE 3)
1'MIN.EDGE
2. FOR WOODAPPLICATIONS IN MIAMI-DADE COUNTY. USE #12 STEEL SCREWS (G5).
3.35 KSI MIN
CONCRETE
114' SS4 CRETE-FLEX FOR DETAILS 8 & D ORO.131*0 x2-1/2' COMMON MAILS (IF1667 NIL CM
S.07 z (ad)) Bd PENNY SS ZINC COATED COMMON NAILS. TYPE 1. STYLE 10FIN MOUNTED
MIN.
4;
ONLY (SEE DETAILS E. F AND G THIS SHEET)
1 WBI
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ME BUCKS WHOSE
OPTIONAL lx
WOODBUCK
ilf
MIN.
TOTALTHICKNESS IS LESSTHAN 1 1/2". lxWOOD BUCKS ARE OPTIONAL IF UNITCANBE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ME
(SEE NOTE 3)
1 1/2 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
14"
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
'AX
�1:14-T
4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM S HALL BE A MINIMUM STRENGTH OF
SHIM
GI AND A MINIMUM OF 118' THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS,
SHIM
1-114' MIN. EDC
1.314- MIN. EDGE
1W MAX SHIM
2AX
DETAILA DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.W5
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIM11-ARTO THAT SHOWN IN THESE DETAILS FOR 2x
l-W4- MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW MTN FULL
t___j r_2-1� MIN. EDGE (ULTJCRETEFLEX IWO CMU & CRETEFLEX INTOCONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
RESANDANCHORAGES I NG FOR ULTRACONS MAY BE USED
1/4"
CONCRETE ANCHOR
FH BELOW MEETING
FAIL. (SEE NOTE 2)
I wa.
MIN.
3.35 KSI MIN, CONCRETE
OR 1.5 KSI MIN. CMIU
lx BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4' --
.� �-518-MIMEDGE
OBIDIIINT--6 SHIM
MAx.
WOOD FRAME
.131-DIA.M[N.
x 2 lr2' NAIL.
AT CORNERS
AND5'O.C.
2-1/2"
PRESSU
S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
6. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE 912 TRI MFIT HEADS.
7. MATERIALS. INCLUDING BUT NOT LI MITTED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE.
WOOD ANCHOR,
FH BELOW MEETING
PAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EI(TERIOR
ID
114"
ODD FRAME AX
M
M
S 'M
_ �H
131'DIA. MIN. �8 MIN EDGE
x 2 la'NAIL.
AT CORNERS
MD 5"Qc.
WOOD FRAME
N. EDGE
_L518' MIT
F_T I L.131' Dtk MIN.
1A x 2 112' NAIL.
MAX. -J AT CORNERS
SHIM AND 5' O.C.
DETAIL F. (HEAD) DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
=1
DETAIL G, (SILL) z*:rN.Sa70S % S
kTt 2_11
ALUM. SINGLE HUNG WINDOW, IMPACT ONMA,
'L�,U L
LUR P E
TOWTCHNEW`XI7F50 GE .�T �A
IP-1 1—.,. 1 �
I