HomeMy WebLinkAboutNotice of AcceptanceM[AMNDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidagLgov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County .Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "BR-710" Aluminum Horizontal Rolling Window - L.M.I.
APPROVAL DOCUAUNT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Vindow, Impact",
sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE Il@IPACT RATING: Large and Small Missile'Impaet Resistant.
LABELING: Each unit shall bear a permanent label wida 'the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the.performance of this product.
TERMINATION of this NOA will occur after the expiration date -or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.:
This NOA revises NOA# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
x well as approval document mentioned above.
t, The submitted documentation was reviewed by Manuel Perez;. P.E. r t;
MfAMFDADE COUNTY„
Approval Dateon Date: . S ptember 01, 2016�.�'1 , • a
lee +']�ll
AL Page
1
Yr.,?S.c s-_ 7 7
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
Edg6m spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. .
2. Test reports on: 1) 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 XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09) . . .
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.-
2) Uniform Static Air Pressure Test, Loading pet. 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 XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405 06)
t
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coN TE-iuEv)
4. 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 XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.09)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE,
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saft'ex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB GIass Interlayer" dated 04/25/15, expiring on 12/11/16.
ration Date:. December 21, 2021 , `
val Date: September ih 200
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-Sth Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.09)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.09)
3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 06-0405.06)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series
"HR-710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and .
expiring on 12/21/21.
A'A
Manuel Pere
a
_ ... NOA o, l ' 071
Expration Date: December 21,,2021
Approval Date: September Ol, 2019
v �.1 '�..� a�� q. �j�}-��o.r`�,yA
��ii 1 '3ii.`.�1 'i�J r.`964. LlL.c. S" i.iG.Y., M s a .. .i �fi9..m L A _
4.
Y
f ' i
NERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
NG OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E13oo-09
j •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
6/16' LAMI CONSISTING OF (2) LI1'ES OF 1/8' ANNEALED GLASS WITH A .090" "PVB' INTERLAYER •ALUMINUM DESIGN MANUAL, ADM-2010
•AISI.S100-07/S2-2010
5M6" LAMI CONSISTING OF (1) LITE OF 1/8-ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER
5N6' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090"'PVB' INTERLAYER.
7118' LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A.090'PVB' INTERLAYER
i 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 311E"HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER.
7/18' LAM( CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A .090' "PVB" INTERLAYER NOA DRAWING MAP
SHEET
i 13116 LAMI IG: (1) LITE OF 1 V OR 3118" ANNEALED (MIN.) GLASS, 5116" OR 3/8' AIR SPACE AND W16" LAM] GENERAL NOTES.............1
tp CONSISTING OF (2) LITES OF 1I6' ANNEALED GLASS WITH A .090'PVB° INTERLAYER GLAZING DETAILS............ 2
DESIGN PRESSURES ....... 3
13/16" LAMI IG: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 6/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE ELEVATIONS ..................... 4
P OF 1/8' HEAT STRENGTHENED GLASS WITH A .D90' "PVB' INTERLAYER VERT. SECTIONS ............. 5
r
HORIZ. SECTIONS............ 5
3/16' LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16 OR 318" AIR SPACE AND 5116" LAMI PARTS LIST ....................... 6
a7 (STING OF(2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090' "PVB' INTERLAYER. EXTRUSIONS .................... 7
CORNER DETAIL .............. 5
3116' LAMI IR (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3116' OR 1/4" AIRSPACE AND 7/16' LAMI ANCHORAGE .................... 6-11
CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH A .090"PVB' INTERLAYER
3116'LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116' OR 1/4- AIR SPACE AND 716" LAM(
CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH A .090" "PVB' INTERLAYER.
13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1/4' AIR SPACE AND 7/16" LAMI
CONSISTING, OF (2) LATES OF 3N6' HEAT STRENGTHENED GLASS WITH A .09b" "PVB INTERLAYER
2: NFIGURATIONS: PH, XO, XOX
t 3. SIGN PRESSURES: (SEE TABLES, SHEET 3)
1 ,
NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4. CHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5: UTTERS ARE NOT REQUIRED. PRODUCT REVISED
- as eexuplying wifhUe R(a(�
Building Code
6. E AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Aecepu Ex M 16, ,f ZJ
T. ERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL5330. y
ELCO TEXTRON NOA'S Myluu, Product coan6`
ANSVAF&PA NOS FOR WOOD CONSTRUCTION l
i b ALUMINUM DESIGN MANUAL
3 8 IS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
ICANE ZONE (HVH4
INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
' PVB a.090' BUTACRE9 PVB INTERLAYER BY KURARAY AMERICA, INC. - +
JR� `aY#✓fe O ADDED SPACERS TOSHEErl GENERAL NOTES , ��••• ."_ ••��"!.'
.... I.-1N UDGYDRNE ,��r ••-:'(C<1=�r.l :,j
R /r,•b•t N. VENICE, FL 3W5P.O. box 15n i� J' �i,� �•;.,-..... ••
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
NOKOMIS, FL 3{27A 11yTibfj Beteer A LYNN # 5870i. P.E
HR710 NT$ 1 d 11 4127-10 G P.E53705
YI
r
2 50 21 50
PartM Description Material
75 Kommed]ng 4SG TPS Spacer System
` 1/2" NOM. 1/2' NOM. See this
63 55 76 Quanex Super SpacernXTwith Hot Melt Butyl
GLASS BITE GLASS BITE 77 Quanex Duraseal Spacer Sheet for
Materials
76 Cardinal & Edge Spacer
60,61,62 51 83 84 6$ REFERENCE TEST REPORTS: FTL-8717, 89888 6970
a 3 11B' ANNEALED OR HEATSTRENGT EKED GLASS 3116' ANNEALED OR HEAT STRENGTHEN® GLASS
4 .090 PVB INTERLAYER 090 PVB INTERLAYER
e 1W ANNEALED OR HEATSTRENGTIENED GLASS - 3118' ANNEALED OR HEAT STRENGTHENED GLASS
w d18' NOtI 7/16' LAMINATED
-. 6/16" LAMINATED GLASS 7/16" LAMINATED GLASS FOR INSTALLATION IN THE
HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A
EXTERIOR INTERIOR TANCHOR
TEMPERED I.G. GLASS CAP.
ALL SECTIONS "'VVV QUANTITY TO REMAIN
" KURARAY BUTACITE
:o PVBINTERLAYER UNCHANGED.
or
50 21 `� SAFLEX PVB INTERLAYER BY
y 21 EASTMAN CHEMICAL COMPANY
' �5 78 75 78
12' NON. 1,2" NOM.
GLASS SITE 59 GLASS BITE
52
10,67,M,69,70,71 72,73,74,75,78,77
IV ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
09D PVB INTERLAYER 090 PVB NNTERBAYER
11V ANNEALED OR HEATSTRENGTKE NED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
dt6' LAMINATED 7116' LAMINATED
5118' OR 318' AIR SPACE 3116' OR 114"AIR SPACE
118' OR Will' ANNEALED ORTrEMPERED GLASS 118' or 3116' ANNEALED OR TEMPERED GLASS
- 13nSNOM. - 13/16'NOM.
•13/16" LAMI IG GLASS W/ 5/16' LAMI 13116" LAM] IG GLASS W/ 7/16' LAMI
ALUMINUM
SILICONE
HOT -MELT BUTYL REINFORCEMENT p0LYIS0- DESICCANT FILL AREA
PRODUCTREVISt5D
..
STRUCTURAL
... BUTYLENE d16" NON.
Plyles wilh the Fkd"
I<
..
STRUCTURAL
POLYISOBUTYLEN
SILICONE
1/4' NOM. FOAM
d18' NOM7 SEAL
y18' BUTYL 8 ILICONE SEAL
B,61drig Code
Aclrplmm
laoon D�
WITH
DESICCANT ROLL -FORMED
..
WITH DESICCANT
DESICCANT
FOAM STAINLESS STEEL--
B Y
EXT. GLASS
EXT. GLASS
EXT. GLASS
tNiani F,odoel
Ex r. GLASS
r+.
q a
!
INT. GLASS
MIT. GLASS INT. GLASS GLASS
,.•: '•` (N i I f ii/( •, ��i�
KODISPACE
SUPER
n DURASEAL0 TB XL EDGE'"'
;��.•;;re,''
4SGTPS
SPACEVNXT'" SPACER SPACER
�.� e;
rR 1Ji rtuosne
o
ADDEDSPACERSL
GLAZING DETAILS
�i...
1070 TECHNOLOGY DRIVE
^,�,•.. FLOT`•••'�:'•,'
}..
7F
N. VENICE, FL 34778..
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
: ; ' s-1 o— l r'=„
F
P.O. BOX 1673
�� °i"��� �`
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A LY{NNII�iIILLER RE
NOKOMIS. R. 3W4
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TABLE 1
XQ (114,112,19) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER'
:.,
WINDOW
GLASS
WINDOW HEIGHT
WIDTH
TYPE
26"
38"
38 3/8"
48"
60 618"
64"
80"
63"
JEW
A,B,G,H
+60.0
-60.0
+60.0
-W-0
+60.0
50.0
+60.0
-60.0
+60.0
.60.0
+60.0
-60.0
+60.0
-60.0
+60.0
1 -60.0
96"
A,B,G,H
+60.0
-60.0
+60.0
-W.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+58.8
58.8
+56.2
1 -56.2
10m�6 /8"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+55.2
-55.2
+52.3
1 52.3
f
V10r '
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
1 +60.0
-60.0
+54.6
-54.6
+51.7
-51.7
111"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
50.0
+59.5
59.5
+53.6
53.6
+50.9
50.9
UPEO111•
C,I
+60.0
-60.0
D,E,F,
UP T0111"
J K L
+75.0
-75.0
TABLE 2
XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER,
`
WIDOW
GLASS
WINDOW HEIGHT
WIDTH
TYPE
ALL HEIGHTS UP T01
83"
FOR INSTALLATION IN
THE HVHZ ABOVE 30
FT, GLASS TYPES G -
L SHALL HAVE A
TEMPERED I.G. GLASS
CAP. BOTH THE DP
AND ANCHOR
QUANTITY REMAIN
UNCHANGED.
n to
I G,H,I
+60.0 1 -60.0
I ,
�' K'�
+75.0 1 -75.0
TABLE 3.
46XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER)
IOW.
GLASS
WINDOW HEIGHT
TH
TYPE
28"
38"
38 3/8"
48"
50 518"
54"
80"
63"
"
A,B,G,H
+75.0
-75.0
+75.0
-75.0
+75-0
75.0
+75.0
-75.0
+75.0
-75.0
+75.0
75.0
+75.0 ( -75.0
+75.0 -75.0
PRODUCTREVISED
- cempIYiaS wish the Florida
Duildmg (Ode �¢
Acupfana No � -D 14-'Lll�l
'rai Date
DY
Miami deProdact
77
A,B,G,H
+75.0
75.0
+75.0
-75.0
+75.0
-75.0
+,75.-0
-75.0
+75.0
-75.0
+75.0
75.0
+74.2 -74.2
+70.2 -70.2
A,B,G,H
+75.0
75.0
+75.0
-75.0
+75.0
-75.0
+75.0 _
-75.0
1
+76.0
-75.0
+76.0
75.0
+69.6 -69.6
+65.2 -65.2
"
A,B,G,H
+75.0
75.0
+75.0
-75.0
+75.0
-15-0
+75.0
75.0
+75.0
75.0
+75.0
75.0
1 +68.1 -68.1
+63.8 -63.8
74"
C,D E,F,
I,J,K, L
_
+75.0 ( -75.0
-
TYPES; TEST REPORT FTL-4858 004 FTL4869 (OX & )(0) AND FTL5330
A. 6" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5116" OR'3/8". AIR SPACE,'6h6" LAM[ - (1/8"A, .090,1/8"A)
B. 5W6" LAM[ -(1/8" A, .090,1/8" HS) K 13116" LAMI IG-1/8" OR 3116"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAM[ - (1/8"A, .090,1/8"HS)
C.;5�6" LAMI - (1/8" HS, .090,118" HS) I. 13/16" LAMI IG-1/8" OR 3116'.'A (MIN.), 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS)
D. 7�6" LAM.[ - (3116" A, .090, 3/16' A) J. 13/16" LAMI I13-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3116"A)
E.J 6":LAMI - (3/16" A, .090, 3116' HS) K 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3/16"HS)
F. 71,16" LAMI = (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAW - (3/16"HS, .090, 3/16"HS)
m VENICE. FL 3Q75 1p__I"
.
P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
NOKOMIS. FL34Z74 V"Iy&-aff WIO I NTS 3 m 11 '-4127--10 G
.. •.1 `.1lli ll r; is
611Y�i�
A LYNN MILLER. RE
P.E.# 687D6
"27 318' 27 27
r MAX DLO- 54 5118' MAX DLO FIXED MAX. DLO
DLO MAX. DLO F i
VENT VENT FD(ED D D
-B' B B B
X O x x — —
I 85 7/16" MAX. WIDTH I.F. FRAME {
110" MAX WIDTH I.F. FRAME —�I I
a •trams*
6 7/16" MAX WIDTH FLANGE FRAME
111'MAX WIDTH FLANGE FRAME fFrr----66
DETAIL B- XOX (1/4-112-1/4) DETAIL C - XOX (1/3-1/3-1/3)
` NOTE:
33 9/18' MAX. 33 9/18' MAX 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
„ DLO F003D C DLO VENT
SEALANT OR GASKET
FLANG AT HEAD AND SILL
A I A FRAME
ALL 15
t11. 57 3/6' I ram•
CONFIG..
s MAX MAYL DLO 1. PRODUCT REVISED
.DLO ALL — — 15 I.F. FRAME Building (oad' 1 -Florida
LI�S / I / VENTS 62" MAX Acaeprence No I
9 I.F. FRAME _ piralion Dale
O I X
ALL q 7y
.! J p�7i9»+DedtprodetC
.c ti
� I CONFIG.
y#tg 13 FLANGE FRAME «�
C
r 73"MAX. WIDTH I.F. FRAME VIEW D-D
I+74' MAX. WIDTH FLANGE FRAME FRAME CORNER CONSTRUCTION - r
( )
DETAIL A- OX OR XO _ . '. 6I-116
R -
10707ECHNOLOOYDRNE
N. VENICE, FL3W6
EVAT/ONS
ROLLER WINDOW,
����� •' <-����
e
t s
P.O. eox raze
NOKOMIS, FL 34Y74
ALUM. HORIZONTAL IMPACT
e�a•ove �'�` es� n�sw
VL(l(+ly Behr
A LYNN MILLER RE
� Y18MA 11 S/13t4?
F1GC
F(W70 NT8 4 11 4127-10 6
P.E.858M5
OR
i
MAX
HEIGHT
-
F
MAX.
-
VENT
DLO
.
FIXED
DLO
,A. v
t
INTERIOR
EXTERIOR
SECTION C-C
SECTION, FLANGE FRAME)
INTERIOR
MAX. VENT DLO MAX. FIXED DLO — li MAX* DLO
MAX. WIDTH (FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME)
INTERIOR
(HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
MODUCT REVISED
zs cemplyivg with the Ffm{ds
2 Building Code
8 Attcptm ,! -O
EXTERIOR INTERIOR a rvton DuoZ J
12
21 r
naravi ede Prodvei
6 INTERIOR
SILL HEAD
SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) r /� DRIVE
(�:...
SECTIONS,
FL
N. VENICE. 34T75'�' ��i� t�t
P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ;
NOKOMIS. FL 34274 Vtrtbb Better "1e s� gyp°' p A LYNN MILLER, P.E.
FtR�t6 Half 5 d 11 4127-10 G P.E.455705
' -
U M MCC
REV
- DFSCRWMN
11114102 1
A IFLANCEFRAMEBEAD
2 1114025 1
ISASH
STOP STD. ANTI L1F
3119 1
1#8X3/4PH.PANBEAD
4 1IF4053 1
ISASH
STOP COVER SASH S'
6 1 F4136 1
IFLANIGE
FRAME SELL
7 11IF4137 1
ISILLADAPTOR
8 1114131 1
IROLLERTRACK
10171298
IWEEPHOIECOVER
1211FIQ6
JADHESIVE OPEN CEEL FOAB
1314002
A
IFLANGEFRAMBIAMB
14114134
IGAM7FORMAINFRAME
15 1155
148X L000 QUAD PN. SMS
161 4110
G
SCREFNADAPTOR
174 A054
1 B
jFDMMEffMGRAIL
10 d71Ff.
I
lwqrp 1R7Y 73f1 TINCFAT.
RAIL
FIN SEAL
.
24-9 V Z16
w.Ani KULI.Mt w hrriJ
294128
HORIZONTALROLLERSASH
32] 14006
D
SASHMEETINGRAB.
33] FIM5
WSTP..170X270BA FIN:
35 1 1096
1SWEEPLATM
36111016
1#8 X.625 PH. FL. SMS
379 4126
SASHSIDERAIL
38F1683
WSTP.,2MX.270BACK, FIN;
391f7070
BULB WFATTEERSTRIP.187X
401 P
LIFT RAB. COVER CAP
41 F4139
ILF.FRAMEHEAD
*
s;
511PI27A
I
IMNYLGIAZINGBEADBUILB
521225
V2mGLA2INGBEADBUL3
5314039
1 B
G UMNGBEAD-5/16
54IJ 14044
B
GLAZINGBEAD - 5116" W/GRE
55] 4222
A
GLAZINGBEAD - 7/16"
561 F 985
C
G3A2INGBFAD-7/16" W/GRE
59' F4067
G3AZINGBEAD-13116"
601 aASS
51160 LAMI 1/8" .090PVB ll8" A
617 F "
5/16' LAMI 11V A, ,090 PVB, ll8" H
621
5116" LAMI U8" HS .090PVB 1/8" 1
63'E
7/16 LAMI 3116' A .090PVB 31W
64111 "
7/16" LAMI 3/16° A .090PVB 3116"
65!A -
7/16' LANH(3(16" HS. .090 PVB. 3/16
MATL
6063-T5 AL
612244
78MAA
6063-T5 AL
6063-T6 AL
64136
6063-T6 AL
64137
6063-T6 AL
64131
POLYPROP.
71298
7PAD1626
6063-TEAL
61ZZ25
74134W/K
781PQA
6063-T5 AL
6411OG
)63HD-T6 AL
64054A
64066G
6063-T5 AL
612240
61683G
42112HD
BRASS
7BRWHL2
HIM
DWC#IREVI
DESCRIPTION I MATL I PGI#
66
GLASS
13/16"LAMI IGI/8"A (h".j 3/1r"AIRSPA 5/16"LAMI 1/8"A .090PVB 1/8"A
67
13/16" LAMI IG1/8"A . , 3/8" AIR SPACK 5/16' LAMI (1/8"A, .090 PVB,1/8"HS
68
13/16" LAMI-IG1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"11S)
69
13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (VS"A, .090PVB, 1/8"A)
70
13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090PVB, 118"HS)
71
"
13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS)
72
13/16" LAMI I10-1/8"A(MIN.),1/4" AIR SPA 7/16' LAMI 3/16"A .090PVB, 3/16"A
73
13/16" LAMI IG1/8"A (MIN), 1/4" AIR SPACF, 7/16' LAMI 3/16"A .090P 3/16"HS
74
13/16" LAMI IG1/8"A (MIN), 1/4" AIR SPACF, 7/16" LAMI /16"HS, .090 PVB, 3/16"HS)
75
13/16" LAMI IG3/16"A MIN.). 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A)
76
13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16' LAMI (3/16"A, .090 PVB, 3/16"HS)
77
"
13/16" LAMI IG3/16"A (MTN.), 3/16' AIR SPACE, 7/I6' LAMI (3/16"HS, .090 PVB, 3/16"HS)
90
1014
SCREENFRAME OR & VEIL)
3105-H14 AL
91
1630
SCREEN CORNER KEY W /RINGS
POLIPROP.
92
1631
SCREEN CORNER KEY W/OUT RINGS
POLITROP.
93
1073
SCREEN SPRING
ST.ST.
94
1624
SCREEN SPLINE - .135 DIA. FOAM
EM PVC
95
1635
SCREEN SPLINE -.135 DIA. HARD
EMPVC
96
lsauEEN
I CLOTH
POLYPROP. 44128N
D63HS-T6 AL 64006 2.710
67S16G
DIE-CAST 71096
7858
6063-T5 AL 64126 2.624
— 4-
67070K
6070K .osz
74078"C" L OR
6063-T6 AL 64139
I.F. FRAME HEAD
6063-TEAL 64140 4�
#4139,6063-T8
6063-T6 AL 64141
ALENT PRODUCT REVISED
6TP247W—plylag with dt Florida
6TP248K 2.784 Acccpt-N° I%• 4
6063•T5 AL 64039B p °t10° fly' 7I
6063-T5AL 644703 0� 3.152 1
6063-TS AL 64222L
6063-T5 AL 6985 062
1.988
6063-T5AL 64067 -
43 I.F. FRAME JAMB
#4141, 6083-TB
N,0.:
L2.710--j
42 I.F. FRAME SILL ". 6 ►"J Ib i .!
i_ #4140, 6063-T8 •; �, '•• :-
o.H.s
PARTS LIST
1070 TECHNOLOGY DRIVE.'i;'.;':, t� '' I••• y
N. VENICE, FL3CZ76 +"`' .t, '�. !'.•. ",•
"GAT.
ALUM. HORIZONTAL ROLLER WINDOW, IMPAdG6
P.D. Box i520
NOKOMIS, FL 34274 VWbly Better �" 4s,.r �"'�'�� A LYNN MILLER P.E.
El 1W7to NTS B + 11 4127-10 P.E# 59705
-i
1. �22
�2.710�
GFLANGE FRAME SIL
) #4136.6063-T6
.061
—*--on
.490
—4.454--i 1.46
#4026,6063-T5
SASH STOP HORIZ. ROLLER TRACK
94131, 6063-T6
2-:79
-062— 1.187
1.081
SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL
#4133,6083-TS #4006D, 6063HS-TR
.678 878
1.096
T
)D4 GLAZING BEAD, 5/1 6". O GLAZING BEAD 7/16"
94044B. 6063-TS #4222A 6063-T6
(USED W/ GRILL KIT)
L
.040 .738
-082' 3A90
SASH STOP COVER
O #4053, 6063-T5
FRAME SILL ADAPTER
#4137, 6063-T6
2.784--1
T-
1.363,
1117 —lipt 062
LtE�-
F--o62— --
FLANGE FRAME JAMB
8 #4002A, 6063-T6
�1.403-
17 FIXED MEETING RAIL
#405413.6063HD-T6
FO TECHNOLOGY DRIVE
N. VENICE. FL 34276
P.O. BOX 15w
HOKONS, FL 3a74
2.126
1.� 49
.0637 2
SASH SIDE RAIL
#4126, 6063-T5
1
.050 678
1.115 f
56 GLAZING BEAD, 7/16"
#985C. 6083-T5
(USED W/ GRILL KIT)
;TALUM. HORIZC
EXTRUSIONS
Buswr
wvm Ha
050
[.878
1.096 1 - - T
GLAZING BEAD, 5/16"
apsRcooDniuplcyiTnguwivt'h'dmDVlorida
#4039B. 6063-TS
B ldnr 00 ,
A _ 1 P,
Ex
&
By
650
1.097
GLAZING BEAD, 13/16 n
59
#4067, 6063-T5
o-Z 't
ffAL ROLLER WINDOW, IMPACT
jb�v�
1-7 � if
4127-10
1 ft-6
A- LYNN 11ILLM RE
P.El 68706
ANCHOR 00AN7171E3
XOX
114-1 &114
WINDOWS
TABLE
4 NOTES:
GLASS
TYPES A,B,C,G,H,I
GLASS
TYPES D,E,F,J,K,L
ANC$MTWl
1. ANCHOR TYPES:
1 -1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS (G5)
2.3. WOOD
Z CONC
1, CONC
Z3, WOOD
• 2, CONC
1, CONC
b SUSSM75
ZONES
ZONES
ZONES
ZONES
ZONES
ZONES
w 2. GLASS TYPES:
m FOR INSTALLATION IN THE HVHZ ABOVE 3D
A 5/16" LAMI - (1/8' A .090,1/8' A)
B. 5/16" LAM[ - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A
C. 5/16" LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
2 D. 7/16" LAMI - (3/16' A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED.
WIND Sla
�v.
HEAP i S01
m
HEAD 8 SILL
'
to
HEAD b SILL
'
w
HEAD b SD1
'
N
m
HEAD b SiLl.
$ •.
to
HEAD b SILL
631 31078
1+02+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 i+C2+1+C2+1
2 1+C2+1_+C2Fi
2 i+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
48.OW
3 E.7/16"LAMI-(3/16'A,.090,3(16-HS)
60.626
F. 7/16- LAMI - (3/16" HS,.090, 3/16" HS)
3 G.13/16" LAPAI IG -1/6" OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5116' LAMI - (1/8- A,.090, 1/8' A)
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1 1+C2+1+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 1+•C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
54.000
3 H.12/16"LAMI IG -1/8' OR 3/16- A (MIN.), 5/16" OR 3/8' SPACE, 5116" LAMI - (1/6" A,.090,1/8' HS)
60.0W
I. 13/16"LAMI IG-1/8' OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI -(1/6" HS,.090,1/8" HS)
3 J. 13/16'LAMI IG -1/8" OR 3/16-A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI -(3/16"A,.090,3/18'A)
RI+C2+1+C2+1
1+C2+1
3 1+CL+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
1+CZ+1
3 t+C2+1+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
S3.000
3 K. 13/16" LAMI IG -1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" HS)
L. 13/16" LAMI IG -1/8" OR 3/16' A (MIN.), 3116' OR 1/4" SPACE, 7/16' LAMI - (3116" HS,.090, 3/16- HS)
2
60. ic•38.375
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+i+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+2+C2+1
48.00D
3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1 1+C2+1+02+1
3 1+C2+2+C2+1
50.625
3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+2+C2+1
64.000
3 HEAD 8 SILL: 10 11T MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+2+C2+1
60.0W
3 25 3/4' MAX FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C.
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1++C3+2+C3+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 t+C2+1+C2+1
3 1+C2+1+C2+1
3 1+02+1+C2+1
3 1+C3+2+C3+1
-- .:S3.0W
3 TABLE KEY:
2 X O X
3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB
74. 38.375
A8.000
1+CZ+2+02+1
2 1+C2+1+C2+1
2 1+C2+2+C2+1
2 1+02+2+C2+1
2 1+C2+2+C2+1
2 1+02+2+C2+1
1+C2+2+C2+1
3 1+C2+I+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
1+C2+2+C2+1
3 1+C2+1+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2v1
3 1+C2+2+C2+1
50.621
3 HEAD AND SILL ANCHOR QUANTITY.
54.0W
60.000
3 A CLUSTER OF(3)ANCHORS CENTERED
3 AT EACH MEETING RAIL )
ANCHOR AT EACH OPERABLE ABLE VVENT
1+C2+2+C2+1
3 1+C2+1+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 t+C3+2+C3+1
1+02+2+C2+1
3 1+C2+1+C2+1
3 1+C2+2+C2+1
3 t+C2+2+C2+1
3 1+C2+2+C2+1
3 t+C3+2+C3+1
63.000
1+C2+2+C2+1
3 1+C1+1+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1
3 PLUS (4) ANCHORS AT FIXED SECTION.
2 (12) ANCHORS TOTAL AT HEAD AND SILL
,38.375
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2r1
2 i+C2+2+C2+1
2 1+C2+3+C2+1
48000
3 (3"MIN. O.C.ANCHOR SPACING)
t+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+3+C3+1
50.625
54.OW
1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1.3
1+02+2+C2tl
3 1+C3+3+C3+1
3
3 25 3/4" max.
1 I---i �-3"MIN.
1+C.2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2.1.1
3 1;S`2+2+C2+1
3 1+C2+2+C2+1
3 1+C4+3+C4+1
1+C2+2+02+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1
3 i+•C2+2+C2+1
3 1+C4+3+C4+1
W.000
3
-'63.000
3 9"REF' X 0 X
2 PAODucTREv1SED
as complying with the Florida
1+C2+2+02+1
3 1+C2+2+C2+1
3 1 1+C3+2+C3+1
3 1+•C3+2+C3+1
3 1+C2+2+C2+1
3 1+C4+3+C4+1
106.37i'x38.375
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
1+C2+3+02+1
3 1+•C2+2+C2+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C2+3+C^^x+1
3 1+C3+4+C3+1
48.0W
60.62s
8 Bwldmg Code
MTG. RAIL, TYP . naep mce Na /%-O IQ.J3
3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
1+C2+3+02+1
3 1+C2+2+C2+1
3 1+C3+3+C3+1
3 t+C3+3+C3+1
3 1+C3+3+C3t1
3 1+C3+4+C3+1
54.0W
3 (SHOWN IN TABLE KEY ABOVE) Ey
hfianri Prodett
1+C3+3+03+1
3 1+C2+2+C2+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C3+3+C311
3 1iC4+4+C4+1
1+C3+3+C3+1
3 1+C2+2+C2+1
3 1+C4+3+C4+1
3 1+C4+3+C4+1
4 1+C3+3+C3+1
3 1+04+4+C,4+1
6D,0W
3
63.00D
3 25 3/4" MAX
1 1/2" TYP.
2 4+ 3" MIN.
3 9'REF. '
X O X
3 `+
t+C3+3+C3+1
3 1+C2+2+C2+1
3 1+C4+3+G4+1
3 1+C4+3+C4+1
4 1+C4+3+C4+1
3 1+C6+4+C5+1
111.000'x'38376
48.000
50,625
1+C2+3+02+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
2 1+C2+4+C2+1
1+C2+3+C2+1
1+C2+3+C2+1
3 1+C2+2+02+1
3 1+C2+2+02+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1 1+C3+3+C3+1
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3 1+C3+4+C3+1
3 1+C3+4+C3+1
SCOW
60.000
1+C3+3+C3+1
1+C3+3+C3+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+3+C3+1
3 1+04+3+C4+1
3 1+C3+3+C3+1
3 1+C4+3+C4+1
3 1+C3+3+C3+1
4 1+C3+3+C3+1
3 1+04+4+C4+1
3 1+C4+4+C4+1
3 t
3 MTG. RAIL, TYP.
6
.63.000
4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS )K ;
ANCHORA GE SPACING, XOX 1/4-1/2-9/4 J'�•`•:::';'.'•::...;.
T1 ;;-•.•
ALUM HORIZONTAL ROLLER WINDOW, IMPACT
geacr A LYNN MILLER P.E.
HR7t0 NTS B + 11 4127-10 G P.E.# 58705
1+C3+3+C3+1
3 i+C2+2+C2+1
3 1+04+3+C4+1
3 1+C4+3+C4+1
4 1+C4+3+C4+1
3 1+C5+4+C5+1
'
10701ECHNOLOGY
N.VERI:E.134215
P.O. BOX 1549..
NOKGHIS, r 34.:.4
DRNE
:
r,
SUb(7
Fxi f T2&0tR
J.L
51306
c
lit
t�k
ANCHOR QUANTITIES
XOX
013-113413
WINDOWS
TABLE5
NOTES:
GLASS TYPES A,B,G,H
GLASS
TYPES C,D,E,F,I,J,K,
L
ANCHI IMi
1. ANCHOR TYPES:
2,3, WOOD
2, CONC
1, CONC
2,3, WOOD
2, CONC
1, CONC
iS1�f171A11[
1 -1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5 )
to 2. GLASS TYPES:
A. 5/16" LAMI - (1/8' A,.090, 1/8' A) FOR INSTALLATION IN THE HVHZ ABOVE 30
ZONES
ZONES
ZONES
ZONES
ZONES
ZONES
W81W
HEAD i SILL
ISILL
HEAD StLL
HEAD i S
HEAD 6 SILL
N
HEADY SILL,
y
HEAD i SILL
W
B. 5/16' LAMI - (1/8' A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A
2 C. 5/16- LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
48. 38.375
1+C2+1+C2+1
2 t+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+02+1
2 1+C2+1+C2+1
2 1+C2+1+02+1
48 000
3 D. 7/1B' LAMI - (3116- A,.090, 3116' A) ANCHOR QUANTITY REMAIN UNCHANGED.
E. 7/16' LAM] - (3116' A,.090, 3/16" HS)
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
50.626
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+CZ+1
3 1+C2}7+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 F.7/16"LAM] -(3/18" HS,.090,3/16' HS)
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
64.OW
3 G. 13116" LAMI IG - 1/8- OR 3116" A (MIN.). 5/16" OR 3/8' SPACE, 5116" LAMI -(1/8- A.090, 1/8" A)
60.000
3 H. 13/16" LAMI IG- 1/8"OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAM] - (1/8- A,.090, 1/8' HS)
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+CZ+1
3 1+C2+t+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
I. 13116" LAMI IG -1/8" OR 3116' A (MIN.), 5/16' OR 318' SPACE, 5/16' LAMI -(1/8" HS,.090, 1/8" HS)
t+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
63.W0
3 J. 13/16' LAMI IG -118" OR 3116" A (MIN.), 3/16" OR 1/4' SPACE, 7/16- LAMI - (3/16-A.090, 3/16" A)
2 K. 13/18" LAMI IG -1/8' OR 3116" A (MIN.), 3116- OR 1/4" SPACE, 7/16- LAMI - (3116" A,.090, 3116" HS)
63.12b 38.375
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+01+1
2 1+C2+1+CZ+1
48.000
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 L. 13116" LAMI IG-1/8.OR 3J16' A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' HS,.090, 3/16" HS)
60.626
1+C2+1+C2+1
3 t+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2k1
3 1+C2+1+C2+1
3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+i+C2+1
3 1+C1+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
61.000
3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
1:C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
60.0D0
3
63.000
3 HEAD & SILL: 10 12' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE
2 25 3/4' MAX. FROM CORNERS
JAMBS: 9' MAX. FROM CORNERS AND 221/2' MAX. O.C.
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
60.0D0 38.375El
1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1 C2+1
48ADD
+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 TABLE KEY,
+1
3 1+C2+1+C2•+1
3 1+C2+i+02+1
3 1+C2+1+C2+1
3 1+C2+t+C2+1
3 1+C2+1+02+1
50.625
3 X O X
?s 54.000
+1
3 7+C2+1+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB
60.OD0
+1
3 1+C2+1+C2+t
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
363.ODO
3 HEAD AND SILL ANCHOR QUANTITIES
2 A CLUSTER OF(3)ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
31+C3+1+C3+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
66.000'38.376
+1
2 1+C2+1+C2+7
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
48.000
1+C2+1+C2+1
3 i+C2+1+G2+1
3 1+C2+1+02+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 ANCHOR AT EACH OPERABLE VENT
• 50.625
3 PLUS(1)ANCHORS AT FIXED SECTION.
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
"ADD
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 (9) ANCHORS TOTAL AT HEAD AND SILL
60.000
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 (3- MIN. O.C. ANCHOR SPACING)
t+C2+1+C2+1
3 1+C2+1+02+1
3 1+C3+1+C3+1
3 1+C3+1+03+1
3 1+C2+1.+02+1
3 1+C3+1+C3+1
63.000
3
2 25 314" MAX.
74:000 38.375
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+02+1
2 1+CZ+1+C2+1
2 1+C2+1+02+1
2 1+C2+1+C2+1
48.000
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+•C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1 �� �3' MIN.
60.626
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+02+1
3 1+C2+1+C2+1
3 1+C2+i+•C2+1I3
1+C3+1+C3+1
3 1-
.000
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2,'l+C2+1
3 1+C2+1+C2+9
3 1+C3+1+C3+1
3 9"�F' X O X
PRODUCT REVISED
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+03+1
3 1+C2+1+C2+1
3 i+C3+1+C3+1
60.000
3
as mropiying with the Florida
63.W0
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 Buildi gcode
2 MTG. RAIL, TYP. AaeprenceNo
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
61.000 38.376
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
2 1+C2+1+C2+1
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
46.000
3
SHOWN IN TABLE KEY ABOVE Br
60.625
1+C2+1+C2+1
3 1+C2+1+CZ+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 M mar prodooC
64.000
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1;C3+1+C3+1
3 1+C3+1+C3+1
3 1+C2+1+02+1
3 1+C3+1+C3+1
3
80.000
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
4 1+C3+1+C3+1
3 1+C3+1+03+1
3 25 3/4" MAX.
63ADO
1+C3+1+C3+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
4 1+C3+1+C3+1
3 1+C4+1+04+1
4 112'TYP.
2 . . MIN.
86.437 38.376
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+02+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
2 1+C2+1+C2+1
48.000
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+02+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
9"REF. PL";.c '•
3 X O X
60.626
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 _
64.000
60ADO
1+C2+1+C2+1
3 1+C2+i+C2+1
3 1+C3+1+03+1
3 1+C3+1+C3+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 =
4 MTG. RAIL, TYP. - -
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1
4 1+03+1+C3+1
3 1+C4+1+C4+1
63.000
1+C3+1+C3+1
3 1+C2+1+C2+11
3 1+C3+1+03+1
3 1+C3+1+C3+1
4 1+C3+1+C3+1
3 1+C4+1+C4+1
4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
"
T ANCHORAGESPACING,XOX 113-1/3-1/3
.':,`S
10707ECFi10LO0V
IMNE
P
' F
N.VENICE.FL34276
Fa BOx1m
NOKOMIS. FL 34Z74
�'
r� �'�i;.-'::., `�'�•,`,
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
&-twr NT$ 9 ii �w4127-10 G A- LYNN MILLER 05 P E.
p•
yt bb
UAW
FJG, CT/l&DC
uiil
9/19I06HRrIO
am
ANCHOR QUANTITIES.
XO
& OX
WINDOWS
TABLE
6
NOTES:
ANC} 011-TY E
GLASS
TYPES
A B,G,H
GLASS
TYPES C,D,E,F,I,JA
L
1. ANCHOR TYPES:
1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX . 3-#12 STEEL SCREWS (G5)
2.3. WOOD
2, GONG
1, GONG
2,3, WOOD
2, GONG
1, GONG
ZONES
ZONES
ZONES
ZONES
ZONES
ZONES
& SUBSTRATE
t s
* a
6 +
2. GLASS TYPES:
A. 5M6' LAMI - 1/8" A,.090, 1/8" A
( ) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. 5/16- LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A
C. 5/16" LAM[ - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
D. 7/16" LAM] - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED.
E. 7/16' LAM[ - (3/16' A,.090, 3/1(" HS)
W1W SIZE
WIFVI
(A
f/1
fA
oo
-,
fA
= oo
i
'
y
= dl
QQ
W V)
= ca
37. X 36,375
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
a
46.0W
5Q62'i
54.000
F. 7/16' LAM[ - (3/16" HS,.090, 3/16" HS)
G.13/16' LAMI IG -1/8" OR 3/16" A (MIN.), 5/16- OR 318' SPACE, 5/16" LAMI - (1/8-A,.090,1/8" A)
H. 13/16' LAW IG -1/8" OR 3/16" A (MIN.), 5/16- OR 3/8' SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS)
I. 13/16" LAMI IG -1/8" OR 3(16' A (MIN.), 5/16- OR 3/8" SPACE, 5/16- LAMI - (1/8' HS,.090,1/8" HS)
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+02+1
3
60.000
- 63.000
J. 13/1 B" LAMI IG -1/8' OR 3/16" A (MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI - (3/16" A,.090, 3/16' A)
K. 13/16" LAMI IG - 1/8' OR 3/16^ A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" HS)
L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7116' LAMI - (3/16' HS,.090, 3/16- HS)
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C 2+1
3
1+C3+1
3
q
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
46. x 36.375
46,000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+9
2
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+02+1
3
1+C2+1
3
1+C2+1
3
50.625
54.000
-60.000
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C1+1
3
1+C3+1
3
HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
1 B 3/4' MAX. FROM CORNERS.
JAMBS: 9' MAx. FROM CORNERS AND 221n^MAX. O.C.
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
�T y,
9
;.
63.0W
TABLE KEY: O x
2+C3+2 3 ANCHOR QUANTITY PER JAMB
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
53, x.36,375
46.000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
4�
it
5Q625
_54•000
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS
CENTERED ON THE MEETING RAIL
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
4
1+C2+1
3
1+C3+1
3
1+103+1
4
1+C2+1
3
1+C3+1
3
.y
60.000
63.000
- PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL.
1+C3+1
4
1+C3+1
3
1+C4+1
3
1+C3+1
4
1+C3+1
3
1+C4+1
3
60. x 36.375
1+C2+1
3
1+C2+1
2
2+C2+2
2
1 1+C2+1
3
1+C2+1
2
2+C2+2
2
^
r...18
46.000
%625
(3" MIN. O.C. ANCHOR SPACING)
3/4" MAX.
1+102+1
3
1+C2+1
3
2+C3+2
3
1 1+C2+1
3
1+C2+1
3
2+C3+2
3
1+C3+1
3
1+C2t1
3
2+C3+2
3
1+C3+1
3
1+C2+1
3
2+C3+2
3
1+C3+1
4
1+C2+1
3
2+C3+2
3
1+C3+1
4
1+C2+1
3
2+C3+2
3
:
54.000
j --� I►-3' MIN.
60.000
9^ REF.
1+C3+1
4
1+C3+1
3
2+04+2
4
1+C3+1
4
1+C3+1
3
2+104+2
4
1+C3+1
4
1+C3+1
3
2+C4+2
4
1+C3+1
4
1+C3+1
3
2+C4+2
4
,rM
63.0W
X O
PRODUCT REVISED
ns cemplyiog with the Plaids
66 X 36,375
2+C2+2
3
1+C2+1
2
2+C2+2
3
2+C2+2
3
1+C2+9
2
2+C2+2
3
46.000
50.625
MTG. RAIL Roilamgcode
Acceplauco lVo i('O-D �2I
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 'm°onD
2+C2+2
4
1+C2+1
3
2+C3+2
3
2+C2+2
4
1+C2+1
3
2+03+2
3
2+C3+2
4
1+C2+1
3
2+C 3+2
3
2+C3+2
12+C3+2
4
1+C2+1
3
2+C3+2
3
54.000
(SHOWN IN TABLE KEY ABOVE) By
Mi i edo Product
2+C3+2
4
1+C2+1
3
2+C3+2
4
2+C3+2
4
1+C2+1
3
2+C3+2
4
2+C3+2
4
1 1+C3+1
3
2+C4+2
4
4
1+C3+1
3
2+C4+2
4
60.000
63.000
18 3/4" MAX.
1 1n^ TYP.
F-3- MIN. %
1+C3+1
4
1+C3+1
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2+C4+2
4
74. x 36.375
2+C2+2
3
2+C2*2
2
2+C2+2
3
2+C2+2
3
2+C2+2
2
2+C2+2
3
sry:,
411000
50.625
9' REF: X O : '•s.. =:
.''.�-.r.^x •,gin ':
- -
2+03+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
54.000
2+C3+2
4
2+C3+2
3
2+C4+2
4
2+C3+2
4
2+C3+2
3
2+C4+2
4
+,
60.000
63.000
MTG. RAIL
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 6
2+C3+2
4
1+C3+1
3
2+C4+2
4
2+C3+2
5
2+C3+2
3
2+C4+2
4
1 2+C3+2
4
1+C3+1
3
2+C4+2
4
2+C4+2
5
2+C3+2
4
2+C4+2
5
1629
FLUV4
DRNE
�
-
.
ANCHORAGE SPACING, OX AND XO WINDOWS r � " •' " -.: ,,
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'— ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
" A LYNN MILLER, P.E
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13f4' MIN. E.D. TYP.
2x WOOD BUCK,
1' MIN. EDGE
NOTE 3 1 3/8-
T�
' •v
NOTE 1
'MIN.
1/4
MAXJJ
1Mp4X�
SHIM
SHIM
CONCRETE
ANCHOR, ANCHOR,
JJOTE 1 DETAIL A NOTE 2 DETAIL B
TYPICAL FLANGE FRAME HEAD SECTIONS
Il /4'
MAX.
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO
TAPCONS EMBEDED 1 3/8' MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 13/4' MIN.. MINIMUM DISTANCE FROM
'ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD.
Z. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH
112 TRIMFIT HEAD.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
THAN 11/2' '
1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1r2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM
OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHAD TM� Drni IIDrR=KITQ n n norne arm MMP-- 1-
11M 1 310 1/4' MAX. SHIM -+j 1 1/4" MIN.
I I MIN. I (1.5 KSI CMU)
OR
O • PER NOTE 1
(3.4 KSI CONCRETE)
CONCRETE ID
R, -f ANCHOR
:2 T NOTE 1 1 314• EXTERIOR INTERIOR
I'MIN. EDGE ? MIN. E.D (HEAb& SILL DETAILS A. B. C, D, 6 & H)
TYP.
BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 4 SEE NAILING
DETAIL E DETAIL F INTERIOR
.(JAMB DETAILS E, F & 1)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR
tETE .
u
1/4'
MAX.
SHIM
NOTE 1
1 MIN.
E.D.D. TYP.
2x WOOD
DETAIL C BUCK,
NOTE 3
WOOD
ANCHOR,
NOTE 2
SEE
NAILING
2-1/2" MIN. EMBED
'07 GHNOENICE, FL DRIVE u
N. VF.NICE. FL 36Z76 -r--"_`�VV7
P.O. BOX 1529
NOKOMIS, FL 347/1 1 1/Wbly
2-1/2' MIN. EMBEDMENT
DETAIL H (HEAD)
ihf
NAILING
.131 DIA. MIN. x 21/2" NAIL
PRODUCTREVISED
AT CORNERS AND 5" O.C.
O
05CO xide
TYPICAL DETAILS G, H & I.
Rwlei�s cogithrJrefl
ngCoee
Acceptance No
Expiation Dem 2021
ny
/8" MIN. EDGE
Miami edo F4ocoet
2-1/2' MIN. SEE NAILING
.� - •' / • ;.
=TAIL G (SILL) DETAIL I (JAMB)
~' j'' -
TYPICAL INTEGRAL FIN FRAME SECTIONS
al- 16
ANCHORAGE DETAILS
—
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
A LYNN MILLER P.E.
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etrzsro
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