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0
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
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-L
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1
through 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0630.08
1 �M�1n 7 Expiration Date: March 26, 2021
l Approval Date: November 30, 2017
111 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09101105, with revision G dated 06/06117, 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, Auraseal® spacer system, Super Spacer® NXTrM spacer system and XL
Edge"M 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 Idabnis Ortega, P.E.
(Submitted under previous NOA No.16-0714.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted 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. FTL4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. 07-0322.06)
Manuel er P.E.
Product Contro Ex finer
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVEDENCE 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. 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 fun frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively,
both signed and;sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
A) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.07)
an fel ere P.E.
Product Contr l Exa iner
NOA No.\kZjO1530.08
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 5t°
Edition (2014) and FBC 61s 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 5'" Edition (2014) and FBC
61h 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. 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-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA 'No.16-0714 06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
Mah r E, P.E.
Product C0 rol E aminer
NOA .0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPNONS: (SEE DETAILS ON SHEET 2)
A 5N8'LAMI CONSISTING OF(2)UTES OF I/8- ANNEALED GLASS WITH A.090' KURARAYTROSIFOL PVB (BY KURARAY AMERICA, INC.)
OR.090- SAFLEX WD INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5116- LAMI CONSISTING OF (1) LIM OF 1/8-ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A
.GW' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA INC.)OR.0W SAFLEX` PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C. 5116' LAM] CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090- KURARAY TROSIFOL'PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. 7116' LAMI CONSISTING OF (2) LITES OF 3/tV ANNEALED GLASS WITH A.090' KURARAY TROSIFOL' PVS (BY KURARAY AMERICA INC.)
OR .D90' SAFLEX 0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/16' LAMI CONSISTING OF (II LITE OF WRI'ANNEALED GLASS AND (1) LITE OF WI6' HEAT STRENGTHENED GLASS WITH
.090- KURARAY TROSIFOL OPVB (BY KURARAY AMERICA. INC.) OR.090'SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F. 7116' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13/16-LAM] IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5116- LAMI CONSISTING OF (2) LITES OF 10 ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL OPVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 1WIS' LAM] IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND S/16' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE
OF 1/8' HEAT STRENGTHENED GLASS WITH A.09T KURARAYTROSIFOLO PV13(BY KURARAY AMERICA INC.)
OR.09O' SAFLEX OPVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13/18' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND EMS' LAMI CONSISTING OF (2) UTES OF 1IS- HEAT STRENGTHENED GLASS
WITH A.09W KURARAY TROSIF POL�VB(BY KURARAY AMERICA, INC.)OR.090' SAFLEX` PV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 1311T LAM( IG: (1) LITE OF IV* TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 311V ANNEALED GLASS WITH A
.090'KURARAYTROSIFOL PVB (BY KURARAY AMERICA INC.)OR.090'SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K. 13116- LAMI IG: (1) LITE OF 1/9' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (1) LITE OF ME' ANNEALED GLASS AND (1) LITE
OF311WHEATSTRENGTHENEDGLASSWITHA.090'KURARAYTROSIFOC PVB(BY KURARAY AMERICA, INC.)
OR.09P SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. ISM 6' LAMA IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS
WITH A.090' KURARAY TROSIFOLVVV (BY KURARAY AMERICA. INC.)ORMW SAFUW PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13/18' LAMI IG: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 5116- LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL OPVS (BY KURARAY AMERICA, INC.) OR .09T SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS:'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1.3. SHEET 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
CODESISTMDAMSUSED:
A2m7 FLORIDA BUILDINB CODE (FEC), eM EDMON
�2014 FLORIDA BUILDING CODE (FBC), BM EDMON
-ASTM EIW0
:AWVAFVAMD M15F0RWOODODNSMUCDDN
ALUMINUM DESIGN MANUAL. ADM2016
AAISISIm12
AAISC3 10
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS .......
..... 2
DESIGN PRESSURES ......
3
ELEVATIONS ....... ...... _.....
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ............
5
PARTS LIST .......................
6
EXTRUSIONS ....................
7
CORNER DETAIL...... .......
. 7
ANCHORAGE ....................
8-11
Matedel
Min. F7
Min. F.
Steel Sc(ee
92 ksi
12D ksl
Elco LRtLeWrd
155 ksl
177 ksi
410 SS Elm CmteFlexO
127.4ksi
1B&7ks1
6D61-T5Alurrimnll
16 ksi
22151
A36 Steel
36 ksi
58 ksl
Gr. 33 Simi Stud
33 ksi
4S ksl
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13M.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33 1/37.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 FTL<845, FTL-0846, FTL4647, FTLAS48, FTL4649. FT -46W, FTL4851, FTL-4723, FTL-4957, FTL4958 AND FTL m.
ANSVAFBPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZL
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT. ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
CMT.OFAVM.gC108
slrnw I NMI 1 • 11 1 4040-20
�Nm 58705
'� (vS'•.HOR10F;.
�''rS,��N11AL11 i
A. LYNN MI11LLEF
FL P.E.# 687
12' NOM.
GLASS BITE
118' ANNEALED OR HEAT STREN
.090 PVB INTERLAYER
1W ANNEALED OR HEAT STREN
5116' NOM,
5I16" LAMINATED GLASS 80,81 or 82
12' NOM.
GLASS SITE
12'NOM.
GLASS SITE
Part®
Description
Material
71
KcrnmeDlrg 4SG TPS Spacer System
72
Ouanex SuperSpacernXTYM Hot Melt Butyl
See this
Sheet for
73
Guanex Dumeal Spacer
Materials
74
Cardinal XL Edge Spacer
GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
7116' LAMINATED
711 VLAMINATED GLASS 83,84 Dr85
71_74 <�]EIGERIOtt INTERIOR
(ALL SECTIONS)
• KLRTARAYTROSIFOL
12'NOM.PVBINTERLAYER
GLASS BITE or
SAFLEX PVB INTERLAYER BY
1EASTMAN CHEMICAL COMPANY
OR HEAT STRENGTHENED GLASS
11&'ANNEALED OR HEAT STRENGTHENED GLASS 3M8'ANNEALED OR HEAT STRENGTHENED GLASS
SMS'LAMINATED 7116'LAMINATED
AIR SPACE AIR SPACE
11V ANNEALED OR TEMPERED GLASS 115' TEMPERED GLASS
4-413116- NOM. - 13116'NOM.
13/16' LAMI IG GLASS W15116° LAMI 8B,87,88 or 92 13116- LAMI IG GLASS W17116- LAMI 89,90 or 91
ALuMDA1M
HOT MELT BUTYL RFINFORCEMENr POLY DESICCANT FRLAREA
SIftUCTURAL BUTYLENE H16'NOM
SNCONE M16 NDM NY6•NOM SFAi
DM FOAM Buma SILICANE SEAL
VATN DESICCAM ROLLFORNQ:D
DESICCANT FOAM STAINLESS STEEL
E .GLASS FXT. GlA55
NOTE:
LAMI IG OUTBOARD
LRES MAY BE
UPGRADED T0311V
WITH NO CHANGE IN
DESIGN PRESSURE.
C(U/ LIM. GLASS �/ �INi.01155
C(U/ AIM. GLASS
`•�(// L-IM.CiA55
. Uv.crvgF •..1/_'i
KODISPACE iz SUPER
n DURASEALO
Tr XLEDGE'
`* ' No. 58705 :P
T' 4SG TIPS SPACER®NXT"'
SPACER
SPACER
M1.1..
Apo:, sGrA oP V.
Tom IECNNDL00V owvE
n.vonce.lLa1ve
GLAZ/NGDETAILS
'.,RS••.'zomon,.•: �2v::
L'`ENG��
Ysm oFAurHa�s
ALUM. SINGLE HUNG WINDOW IMPACT
I I
JR rA46M) G N'O CJt4NGEV D495NEEf.
�.r .� ura.
r
A. LYti�11:11 R.P.E.
'Fx .AS J1 �
Styles FNII 2 • 11 401020
G
FL P.E.p 58705
Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
wIDTH--j GLASS TYPE 63" 66" 68" TO- 72-
74"
TABLE 1.
76"
48"
A,B.M
+80.0
-80.0
+80.0
430.0
+80.0
-W.0
+80.0
-80.0
+80.0
-80.0
+80.0
410.0
50•
A,B.M
+60.0J30.0
+80.0
4 .0
+80.0
-80.0
+80.0
-00.0
+80.0
-80.0
+79.0
-79.0
62"
A.B.M
+80.04$0.0
a
+80.0
410.0
+80.0
430.0
+78.8
-7B.B
+77.3
•77.3
+75.9
-759
63Y18•
AB,M -
+W.0
410.D
+79.6
-M.8
a78.2
- A8.2
+78.9
-76.9
+75.4
-75.4
+74.0
-74.0
UP To 53 IRW
C,D.E,F,G,H,I,J,KL
+80.0
-80.0
+80.0
.80.0
1 +80.0
-80.0
1 +W.0
I4X1.0
+80.0
4f0.0
+80.0I
70.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 S8' 44' S0 EW 63' 72" 74'
TABLE 2.
Tv48"
A,B,M
-80.0
+80.0
-00.0
+80.0
-80.0
+80.0
-80.0
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
5v
1+80.0
A,B.M
a80.0
.80.0
+80.0
40,0
+80.0
4[1
+79.9
-79.9
s70.0
-70.0
+70.0
0
+70.0
40.0
62"
A,B.M
+80.0
4I0.0
+80.0
80.0
a80.0
410.0
+76.9
-76.9
+7p.0
-70.0
+68.8
4)0.08
+87.8
-67.6
63118"
A,B.M
+80.0
d0.0
+80.0
-80.0
+80.0
410.0
+75.0
-75.0
+88.0
E .0
+66.7
-68.7
+65.5
J6.5
UPTO63118"
C.D.E,F,G,KI,J.K.L
+8D.0
410.D
+80.0
70.0
+80.0
-80,0
+80.0
-80.0
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2.�,
BASED ON FLANGED WINDOWTIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W1 SASH = 76" FLANGED AND 75" INTEGRAL FIN)
WIDTH GLASS TYPE 171N' 1 2211/16' 1 283116- 1 33314' 1 3951/6- 4413116" 1 60 SSIB'1 S616H6'
63118' D.E.FAKC +S0.0 410.0 +80.0 410.0 +80.0 -80.0 +80.0 .80.0 +70.0 -70.0 +700 -70.0 +70.0 -70.0 +70.0 -70.0'
GLASS TYPES:
TEST REPORTS TABLE4.
A. 5/16- LAMI - 1AS'A,.090,1/8-A)
FTU4647, 4648, 4723, 4957
B. 6/16' LAMI-(1/8"A,.090,1/8'HS)
FTL4647, 464S
C. S11V LAMI -(11THS-090,1/8'HS)
FTL4647, 4648
M7/16"LAM] - 3116"A,.090. 31ITA)
FTL4645, 4BB5
E.7/16' LAM] -(3/1S"A 090, 3/1CHS)
FTL4645
F. 7/16' LAMI- 16'HS,.090, 3HB'HS
FTL4645
G. 13MV LAMI IG-1/6'T, AIRSPACE, 5116-LAMI-1/8-A,.090,1/8'A)
FTL4848. 4723
H.13/16"LAMI IS- 118" T. AIR SPACE, 5/16-LAMI - VS"A..090,1/8-KS
FTL4646
I. 13/16"LAMI IG-1/8"T. AIR SPACE. 5/16- LAMI -1/8"HS,.090,I1wHS
FTL4846
J. 13116" LAMI IG-1/8' T, AIR SPACE. 7116- LAMI -(3116•A..090, 3116-A)
FTL4649, 4650
* 13fir LAMI IG-1/8' T, AIR SPACE, 711V LAM] - W16-A..090, 3116'HS)
FTL-0 19, 4650, 4958
L 13/18" LAMI IG-1/8' T, AIR SPACE, 7116- LAMI- 3116'HS,.DSD, WITHS
FiL4649, 4650
M. 13116"LAMI IG-11WA, AIR SPACE. 5IIW LAMI-(1/8°A,.090, 1/6"A)
FTL-5063
'O-
MEETING RAIL
HT.
t 'X- I
O'
If
HIT. MEETING RAIL
L'%• S�/pSH
p• MINUS
SASH
HT. HT.
MEETING RAIL
X SASH
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.-
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1- FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12518' MINIMUM TO 38- MAXIMUM.
4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP imor6crwaoOvoDrv6 �"
LIMITATIONS. x.v6nc6.nxxr4 n_�� DESIGN PRESSURES
C ..OFAOM
ILUM. SINGLE HUNG WINDOW, IMPACT
F;
sx7ro N75 3 1 11 404420
* . NA 58705
A
SEE DLO
TABLE
L
SEE DLO
TABLE
L
49 SW MAX. FD(ED
DLO (ALL)
H-,
481/4' MAX
VENT OLO (ALL)
DETAIL A
1/1
.,�,,,
vs Max. i.F. wnoni
—,
r
75' MAx.
LF.
DJ HEI HT
SEE
TP
7fi
MAX
1
FLANGED
387116'
HFJ
T
MAx.
Sti^H
SEE
HEI
IT
TA
0
X j
75' MAX
A I.F.
HEI 3HT
76
FLANGED
HEI HT
SIE
NO 4
DETAIL B
VIEW (STANDARD SASH)
B E--
IF
76'MA%. 175'
I 1. F.
SEE DLO I HEI E-i HEI I
SEE DLO
TABLE O j I 76'MAX. TABLE O j i
FLANGED L
FL I �
SEE DLO TABLE X j I SASH SEE DLO TABLET X 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 7 FOR CORNER DETAIL VIEWS.
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.
L ..OFAUIN.AFAB
DETAIL C
RADIUS TOP (STANDARD SASH)
* No.58785
STATE
ING WINUUW, IMI'AGI "nH n u"-
or+w A. T P. MILLER, P.E.
4 + 11 40P6� G FL P.E.Y 587D5
F
MAX
FIXED
LfTE
DAYLIGHT
OUTSIDE
VENT
SECTION B-B
(LOW SILL SHOWN)
INSIDE
( 52) (LOW SILL)
SEE NOTE ABOVE
ULTRALIFT
12 ONLY
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS. (1) 6-FROM EACH SIDE OF I
INSIDE I I I 1�—MAX VENT DAYLIGHT OPENING —
I I I I OUTSIDE
MAX FIXED FIXED LRE DAYLIGHT OPENING i
T. MAX WIDTH .
SECTION A -A
INTEGRAL FIN (I.F)FRAME SECTIONS INSIDE
47 50
908
rT. _r'•LOW
rll�� J ''L_
48
HIGH SILL LOWSILL HEAD JAMB OUTSIDE
MRT.O AIIM�
mmo I Ham 1 5, 11 1 401100
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
,9,10,11,15,16
FL P.E,p 5R705
RBB
DWG#
DESCRIPTION
PG(#
1
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X1.000 QUAD PN. SMS
781PQA
3
4003C
FLANGE FRAME SILL(LOWSILL)
612226
5
1626
ADHESNE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMS
612227
7
4025
SASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.125 LONG
612244
9
4029
SPRALRAI CE,3M-,5M',OR11/16'
10
108D
BALANCE COMER, 318.OR 518"
GBALCW916
11
08 X.750 PH. PN. SMS
7834AA
12
IIIALANCE
BOTTOM BRACKET
7BALTBKT
13
108511OB61SASH
TOP GUIDE
42504
15
148
XI PHILLIPS FLAT HEAD S. STL
78XIFPAX
16
1080-1
BALANCE COVER, 11M6'
6BALCVR670
17
4063
SASH STOP COVER
84053
18
4029-1
SASH BRACKET
7ULBRKT
19
A6-32 X 12' LG. PH. FH, TYPE F S. STL
7832XI2FPFX
21
4054C
FD(ED MEETING RAIL
64054C
23
4006C
SASH TOP RAIL
64006
25
1235
WSTP.-170 X270 BACK, FIN SEAL
67S16G
26
1096
SWEEP LATCH
7109E
27
W18
98 X.625 PH. FL.SMS
7858
28
4007
S45HBO7TOMRAIL OWSILL)
612230
30
1226
WGTP..BULBVINYL
6TP249
31
4008
SASH SIDE RAIL
612231
34
1268
fSASH FACE GUIDE
42501
35
1622
ILARM SETTING BLOCK 37J2'X25/B4'X7'
_ 71622K
36
1052
LAIR IO SETTING BLOCK I'X3A X1M8'
71052K
37
12M
VINYL GLAZ. BEAD BULB (THICK)
6TP247W.K
38
1225
VINYL GLAZ. BEAD BULB(THIN)
6TP248K
41
4039B
GLAZING BEAD, 5116 LAM GLASS.
64039E
42
4044B
GLAZING BEAD, 5116 LAM WPGRILL KIT
M4703
44
4222A
GLAZING BEAD,7116'INA
64222
45
985C
GLAZING BEAD, 7M6'LAW WGRILL KIT
6985
46
4067
GLAZIN G BEAD, 13M6' LAMI I.G.
64067
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAME. LF. LOWSILL
64072
49
4073A
FRAME, LF. HIGH SILL
64073
50
40748
FRAME.I.F.JANB
64074
52
4009
SILL LATCH(EGRESS) LOWSILL
764009
53
1088
SPRING, SILL LATCH (EGRESS)
78PRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME (NOR. B VER.)
61014
58
1630
SCREEN CORNER KEYMBRINGS
71630
67
1631
SCREEN CORNER KEYNVOUT RINGS
71631
58
1073
SCREEN SPRING
7CASP
59
1624
SCREEN SPLINE-.135 DUL FOAM
61624K
tml) 'mo
aK.CFAII11lf
�2.784
1 30
062
47 FRAME, I.F. HEAD
#4WtA 6083-T6
49 FRAME, I.F. HIGH SILL
#4073A. 6063T6
O FRAME, I.F. LOW SILL
#4072A, 606346
74� I
2'L4 .0ICKNEss82 NOM
TH
OFRAME, I.F. JAMB ' :-"
50 #4074B, 6063T6 * N0.58705
(USED AS RADIUS TOP HEAD)
%I.F. FRAME SEALANT
ALONG ENTIRE JOINT
1 Or 47 / 2 i�I.F.
I 0/
FRAME
I2ae4�
osz
I II II
Losz
2.630 2.330
6 or 50
O FLANGE FRAME HEAD
#4002A, 6063-T6
f�2.76M1—Ji
O FLANGE FRAME SILL (LOW)
WELD
ALONG
1.]49
I�=TI —
#4003C, 6063 T6
6 Or 5D"BOSS
SCREW
T}
(2)
O FLANGE FRAME JAMB
#4004. 6063T5
(USED AS RADIUS TOP HEAD)
---{ry1�342
.0� II _ ti 155
21 FIXED MEETING RAIL
#4054A, 6063HD-T8®
SEALANT OR GASKET
AT HEAD AND SILL
082 ,490
I-1451—{� VIEW D-D VIEW E-E
&MEW HEAD 8 SRL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
OSASH STOP 17 SASH STOP COVER _ FRAME CORNER CONSTRUCTION
#4025, 6063T5 #4053,6063175 050
+I 1.165 F� .978
2.326---1 1.096��—{—T
�2s7s� T 062 1'3� GLAZING BEAD, 5116"
TTIrr� 41 #4039B. 6063T5
1.707
.062
062
23 SASH TOP RAIL
#4006C, 6063HS-TO
69 FLANGE FRAME SILL (HIGH)
#4050A, 6063T6
1.979
062 SASH SIDE RAIL
31 #4006, 6063T5
28 SASH BOTTOM RAIL(LOW)
#4007, 6063T5
try 050
II 1 R .678
1.096 666 11�-i��-�� T
O GLAZING BEAD 7/16"
#4222,6083-TS
68 SASH BOTTOM RAIL (HIGH)
#4051A, fi063T5
6H11a tm
.050�
1.115�
45 GLAZING BEAD, 7/16"
#965C, 6063T5
(USED W/GRILL KIT)
678
656
1.095T
42 GLAZING BEAD, 5116"
94044B, 606375
(USED Wl GRILL KIT)
.683
Dw
� 1 1.097
7 • ]1 1 40"
*. No. 58705
ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLES
WINDOW HEIGHT
SUBSTRATE
28.603
34.603
40.603 1
46.603
6Z6D3
58,603
64.603
XODO
TIDE:
�n
z
O
ZN�
OO
N
pm�
O
O
oHz
O'O
U
2ANCHOR
U
m
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2
Z�2m
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U
O
pNZO
Z
NZ2 Z
OHO
UU
Z
WPD
WIDTH
TPE
Y
C,D,E,F,G,
H.LJ,KL
111
tI2
L1122121T222222122;22;22I221222222T222222j2232123j3
11.._,_T.
.___—
—
2..__._-_
_..19.125
+1_12A]
1T2
'i
_1
i2
1
212
1
112
1
2j2
1
2 2
1
212
1
2;2
1
212
1'
2 2
1
21,2
1
212
1
2i2
1
2i2
1
212
1
2 2
1
2;2
1
213
1
2i2
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
1
H,I,J,KL
1;2
1 1
2
_t
1 2
1T2
tie
2i2
1',2
2 2
212
2 2
2 2
2j2
212
2T2
2 3
_1
2 2
212
2 3
2'2
2j3
3I3
2`2
9 3
24.000
1
t 2
1
1 i 1
1
1 2
1
1 2
1
1'.2
1
1 2
1
22
1
1 2
1
2 2
1
2; 2
1
2 2
1
2 2
1
2; 2
1
2 2
1
2T 2
1
2 3
1
2T2
1
212
1
2 F3
1
2 2
1
2; 3
1
35
1
2 2
1
3! 3
C,DAF,G,
H,LJ,KL
1
.1i2
1
1j2
1
2 2
1
2'3
1
1f2
1
212
1
2 3
1
1.12
1
2 3
1
2 3
1
2i2
1
213
1
2I3
1
2j2
1
2 3
2
33
1
cl2
1
3 3
2
3:4
1
312
1
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2
3.4
1
3'3
1
4 4
��
1
1
1
1
1
AB,M
121i22�.2231I2
212
2-3
112
2'32132'2232;
32T2
213
33
22
313,4
T23I33i43'344
1
1
1
1
1
1
1
1
2
1
2
2
1
2
7
2
2
1
2
2
1
237.000
212
112
212
2 3
112
213
�2-
2 3
2j2
2T3
2T3
212
213
2I3
213
2 3
_2
3j4
2 3
3 3
3 4
3 3
3 4
Try
313
414
1
2i2
1
.._ .
I.Zit
1
t
2 3
1
1 2
1
213
2
2i3
1
212
1
2 3
2
_.._._......_y__
213
1
2i2
2
213
2
2�3
1
2j3
2
213
2
3 4
1
2 3
T-
3'3
_.....
3 4
3,3
2
3{4
2
3 5
1
3i3
2
4�4
FG,D.U,G
79
40.000
2
2 2
2
12
2
2 2
2
213
2
2j22
2
3
2
2�32
2
2
2
2�3
2 3
2k2i
2
2{3
2
2;4
2
2i3
2
3;3
2�-
31a
2
213
2
3 4
2
3 5
2
3i3
2
3'4
2
4�5'4
2
2
2
2 2
2
1 2
2
2!2
2
2i3
2
2i2
2
213
2
2'.3
2
2i2
2
213
2
2 3
2
2'3
2
2'4
2
2'3
2
3j3
2
33 4
_2
23
2
3 4
2
3 5
2
3i3
2
314
2
4 5
2
3 3
2
4i4
PS
79
C,O,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
44.000
H,LJ,KL
2 2
2j2
2`2
2!3
_2
2j2
2 3
2'3
2 2
33
214
2 3
3.3
3;4
2�3
_2
3i3
9 4
2 3
34
375
313
3;4
4 5
34
4T5
AB'
2
2 2
2
2i2
2
2�2
2
213
2
2;2
2
213
_2
2i3
_2
2j2
2
3�3
2
2'4
2
2'3
2
3 3
2
3;4
2
2 3
2
3'3
2
3j4
2
2 3
2
314
2
3'S
2
3 3
2
3.4
?_]__2_
4'5
3.4
2
4!5
PSF
79
79
48.000
C,D,E,F.G,
H,LJ,KL
2
2 2
2
T_.
2'2
2
2 2
2
—r--T..
213
2
2i2
2
.. ._'
2 3
2
_'f_
314
2
_r..
213
2
�..
3i3
2
.._
34
2
_.
2 3
2
_. .
3j4
2
..-.-.
3i4
2
._.—_..r
2�3
2
3 4
2
3j5
2
3 3
2
.�.._�
3T4
3
3.6
2 __-_..
3,3
2
45
3
_T...
4.6
._ 2
3,4
2
_.
5,5
qB,M
2
2 2
2
2j2
2
2 2
2
213
2
2i2
2
2i3
2
3 4
T2�
21a
2
9T3
2
3j4
_2
213
2
314
2
3I4
2
2i3
2
Ti4
2
3 5
2
3T3
2
34
_3
3�5
2
313
2
45
3
bi6
2
314
2
515
PSF
72
C,D,E,F.Q
H.LJ.K,L
2
2 2
2
2i2
Z22
2
2 3
2
2,2
2
2 3
2
314
2
2I3
2
3.4
2
_._
3:4
2
213
2
3r4
3
3j4
2
3 3
2
314
W-5
3
2
3
1
3
_-
2
,_.._353.175
3!4
3__.____
5i6
q8-M
2
2 2
2
2 2
2
2 2
2
2 3
2
212
2
2_,3
2
3T4
2
2T3
2
314
212
3�4
2�3
2_
3 4
_$
314
2
3T3
2
3!4
3!5
3I3
4i4
3
4i5
2
3,3
2
415
3
4!6
2
314
3
41b
RatlaaPl6m
CEM.OFAVifl PdI188
1. ANCHOR TYPES: 1 - IW ELCO ULTRACONS OR 012
SCREWS INTO METAL
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- 171Q'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.
S. DESIGN PRESSURE LIMITATIONS:
SI2E BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
MAX. PSF
TDPLGFiM 118
HEAD 2
JAMB ABOVE 2 3
MTG RAIL
JAMB BELOW
MTG. RAIL
(FULL DP)
HEAD 2
JAMB ABOVE 2, 3
MTG RAL
JNNE BELOW
MTG. RAIL
SEE TABLE 1 FOR
FULL OP
shoo I NTS I 8 • 11 1 4840,29
* : NM 58705
II
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
' WINDOW
HEIGHT
SUBSTRATE:
29.611
37.155
44.655
52.155
59.655
67.155
ANCHOR
E.
❑
5
O
0
.o
�ON9❑9NO�0.p
o
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5
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o
o
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5
u
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u
U
O
❑
$
cJ
o
V
ONp❑p
❑
❑
g
WINDOW
WIDTH
GLASS wig❑gNO
TWE
c,D,E,F,G,
1
i
i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
H,I,J,KL
1T7
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11
2 2
2�2
2 1
2i2
2'Y
2j2
F
2i2
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2'Z
3l2
19.125
1�1
1
-
1
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1
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11
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212
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2 2
-r'"
2.2
.-� -.
2 2
2 2
212
2'2
1
212
11A.B.M
2,2
2T2
212
32
PSF
79
24,000
C,D,E,F,G,
H,I,J.KL
1
1 1
1
1T1
'tit
212
1j1
2.2
2�2
2i2
2:2
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1
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1
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1
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1
32
1
22
1
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1
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AB,M
1
1 1
1
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1 -_._._
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1
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, 1
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1
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1
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1
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1
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1
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1
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1
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1
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1
3!2
1
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1
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1
312
1
3T2
PSFJ
68
77
32.000
C,D,E,F,G,
H,4J,K,L
1
1 1
1
111
1
1 1
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212
1
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1
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1
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1
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'1
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2
313
1
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1
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1
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1
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1
313
1
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1
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1
413
AM
1
1 1
1
111
1
1 1
1
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1
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1
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1
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1
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212
2
S,3
1
212
_1
3�3
33
3i2
313
3'3
2 2
313
4'i3
PSF
59
67
79
C,D,E,F,G,
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
37.000
RI,J,K,L
1 +
1l1
1 1
2 2
2lr2
2,2
F3
2 2
2T3
313
2r2
3 3
3i3
3�3
4',3
313
3T2
3 3
4 3
A,B,M
1
1 1
1
I--
1
11
2
2 2
1
-25
1
2 2
2
2 3
1
2 2
2
2T3
2
3 3
1
212
2.
313
2
313
1
3T3
2
4�3
2
3i3
1
312
_2
3 3
2
1-3
PSF
64
79
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,KL
1 1
1 1
+1Q
2.2
2;2
23
272
313
3�3
2'2
3T3
4j3
3'3
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333T3
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2
1 1
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222
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22
3 33!3
2�2
313
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313
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413
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49
79
56
78
79
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7 1
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1 1
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212
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213
2
3%
2
414
2
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2
2
2
2
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1111212
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313
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212
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313
2
33
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414
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41
67
46
67
76
79
53.125
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414
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313
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474
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ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD a JAMSSI, CUSTOM FLANGED WINDOW
HEIGHT MINUS SASH HEIGHT TABLE7.
WINDOW HEIGHT MNUS SASH HEIGHT FROMTABLE
8.
SUBSTRATE:
17.125
22.668
28.211
33.754
39.288
44.839
50.382
55.925
ANCHORTYPE:
❑
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WIDTH
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2
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1
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1
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1
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PSF
179
37.000
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79
79
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79
76
79
77
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79
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44.000
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78
79
70
79
79
71
79
73
76
48.000
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53.125
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113
7
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6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE.
12.776
15.776
18.776
21.778
1
24.776
27.T78
1
30.776
31.108
HORTYPE.
p
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1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
1
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32.000
2
1
2
2
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
79
37.000
2
1
2
2
2
2
3
2
3
3
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3
3
3
3
3
3
4
3
3
4
3
4
74
40.OD0
2
2
2
2
2
2
3
2
3
3
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3
3
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3
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BB
78
44.000
2
2
2
2
2
2
3
2
3
3
3 3
4
3
3
4
3
4
5
9
4
5
3
4
72
78
48.000
2
2
2
2
2
2
3
2
3
4
3 3
4
3
4-
4
3
4
5
3
4
5
3
4
66
72
53.125
2
2
2
2
2
2
2
3
3
3
4
3 4
4
3
4
5
3
4
5
3
5
5
3
5
1. ANCHOR TYPES: i- 114-ELCO ULTRACONS OR#12
SCREWS ISO METAL
2 - 9SS4 CRETE-FLE% 12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLO'MING
DIMENSIONS:
HEAD-1M' MAX FROM CORNERS
JAMBS- 1
7 17 MAX FROM TOP CORNERS
/1 MA MAX ABOVE THE MEETING RAIL
X BELOW MTRAIL
15 MA'CHO FROM BOTTOM CORNERS
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THEM QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND B. USING THE
ABOVEDIMENSIONALHEMEETING
A L NOTE DAB USE TABLET. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM
MEW
WINDOWS ARE 12 MIN. TO 38' MAX
5. TABLE WIDTH AND ND HEHE IGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
I'LESS.
8. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS LUTHE VETEM, TABLE WITH ASOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE,, THE THE MAMAXIMUM DESIGN
PRESSURE FOR THE RESPECTNE SIZE AND GLASS
TYPE AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
MWLPSF SEETABLE3FOR
(DP LBRTED) 712 FULL DP
HEAD 2
JAbB ABOVE 2
MTG. RAIL
(F(AHEAD 2..,
DP)
H
JAMBABOVE 4
MTG. RAIL
TABLE 8. KEY:
MNL PSF
(DP LMifIED) f12
JAMB BELOW1 2
MTG. RAIL
FULL DPjB
JAMB BELOW
2
MTG. RAIL
= * No. 50705
SEE TABLE 3 FOR
FULLDP
- ///'''
:ten
A.
anon I NTS j 10 • 11 1 4040.20
HALL
a EXTERIOR INTERIOR
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY
1-3/4' MIN. EDGE
(ULTRACON AN.
LL HEAD AND SILL DETAILS)
WOOD ANCHOR
(SEE NOTE 2 8 3)
APPROVED 1/4' ELCO ULTRACONS OR 1/4• SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 13/4' FOR ULTRACONS INTO CONC. 2-12' E.D. FOR
EDGEHORF
242E MIN. EDGECHOR
2x WOOD BUCK
ULTRAGONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
(CRETEFLEX ANCHOR)3)
(SEE NOTE 3)
1' MIN. EDGE
2. FOR WOOD APPLICATIONS IN MIAMI-DAOE COUNTY, USE #12 STEEL SCREWS (G5),
1/4. 554 CRETE-FLEX FOR DETAILS B & D ORO.131E0 x 2-12' COMMON NAILS (F166T NL CM
3.35 KSI MIN.
B-OT Z (84)) 0# PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE % FIN MOUNTED
CONCRETE
4MAX
ONLY (SEE DETAILS E, F AND G THIS SHEET)
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE
OPTIONAL 1x
o
awTOTALTHICKNESS
IS LESS THAN 1 12'. ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOODBUCK
DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3)
_INSTALLED
1 0' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO E
1/4
PROVED BY AUTHORITY HAVING JURISDICTION.
4. FORENGIATTACHD BY OTHERS OR AS ENT TO ALUMINUM, THE ALUMINUM SHALL EAA MINIMUM STRENGTH OF
5�
6063-TS AND A MINIMUM OF 1/8-THICK. FORATTACHMENT TO STEEL OR STEEL STUDS,
SHIM
BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF 045E
14/4' MIN. BOG
1-/4' MIN. EDGE
1/4' MAX. SHIM
DETAIL DETAIL THE MATERIALS
THICK THE METAL STRUCTURAL MEMBER SHALL E OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
.t-3l4' MIN. EDGE (VLTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL E A#12 SHEET METAL SCREW WITH FULL
r2-1 ' MIN. EDGE (ULTICRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) PRESSURES
AN HE METAL IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
Pt—RESSURES ANDD ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
114E MAX. SHIM- 1
CONCRETE ANCHOR
FH BELOW MEETING
RAIL. (SEE GTE 2) lrt
I M. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
T. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
() —� CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
P MIN.EDGE FLORIDA BUILDING CODE.
I
3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
Ix BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C
'DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
.131' DIA. MIN.
x 212• NAIL,
AT CORNERS
AND 5' O.C.
SHIM
FRAME
2-12'
WOOD ANCHOR,
FH BELOW MEETING
RAIL (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
v
.131' DIA. MIN.
x 212E NAIL,
AT CORNERS
AND 5' O.C.
Iw
MAX
SHIM
FRAME
J I II L.13P MIN.
114• 1S x212'NAIL,
MAX AT COROR NERS
- SHIM AND 5' D.C. 2-t2' EMBEDMENT
DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL)
TYPICAL INTEGRAL FIN ANCHORAGE
LENT.OFAIRHf
sl 0 I NTS 1 11 + 11 1 4040,20
No. 50705 .' .
D i (it
NN OF
�6s'•..A?aRIDA..� ��?�
. zo/VAL �G••
A. LYNu MIUR P.E.