HomeMy WebLinkAboutNotice of Acceptance (2) I
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MiAMI-DADE 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)I315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 j
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. Ifl 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 DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through I I 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 IMPACT RATING: Large and Small Missile Impact Resistant. �
LABELING: Each unit shall bear a permanent label with the manufacturer's nl me 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 NOAH 15-0519.09 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.
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QMIAMMI•DADE COUNTY NOA No.16-0714.13
Expiration Date: December 21,2021
8
Z2 Approval Date: September 01,2016 1 Jlie 4J� opkge 1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Window1 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®NXTT'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 11116115,
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. 07-081 S.09)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 l
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-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
I
Manuel Per , .E.
Product Control E a ner
NOA No. 16-0714.13
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
{
B. TESTS (CONTINUED)
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 20�1-94
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 J
1. Anchor verification calculations and structural analysis, complying with FBC-Sfh
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 Resource' s (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
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Manuel Pe z,P.
Product Control E amin r
NOA No. 16- .13
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-2
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTIED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h 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) l
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. Y 1
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Manuel Pere
Product Control Exa i. r
I NOA No.16-0714.13
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-3
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GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED:
•2014 FLORIDA BUILDING CODE(FBC),6TH EDITION
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E13OD-09
•ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8-ANNEALED GLASS WITH A.090'"PVB"INTERLAYER. -ALUMINUM DESIGN MANUAL,ADM-2010
•AISISl OO-071S2-2010
B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER.
C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER.
D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090""PVB"INTERLAYER.
E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER.
NOA DRAWING MAP
F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER.
SHEET
G.13/16"LAM[IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............1
CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090"'PVB"INTERLAYER. GLAZING DETAILS............2
DESIGN PRESSURES.......3
H.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16'ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS.............5
HORIZ.SECTIONS............5
I.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16'LAMI PARTS LIST.......................6
CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. EXTRUSIONS....................7
CORNER DETAIL..............5
J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7116-LAM] ANCHORAGE....................8-11
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090' PVB'INTERLAYER.
K.13116'LAM]IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI
CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER.
L.13116'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI
CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER.
2.CONFIGURATIONS:OX,XO,XOX
3.DESIGN PRESSURES:(SEE TABLES,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4.ANCHORAGE:THE 33113%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. PRODUCT REVISED
....14yio8 with the Fhxi"
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. AccepemCod-
cofb
Es iratioe Hale ' zl
/
7.REFERENCES:TEST REPORTS FTL-4858,FTL4859 AND FTL-5330.
ELCO TEXTRON NONS Oy
ANSIIAF&PA NDS FOR WOOD CONSTRUCTION htimi ndePttidec7 C
ALUMINUM DESIGN MANUAL !\JJ
— -- — ---8.—THIS PRODUCT-HAS•BEEN-DESIGNED&TESTED TO-COMPLY_WITH THE.REQUIREMENTS_OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY_
HURRICANE ZONE(HVHZ). —
9.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. t'�•.;fig;:;;;;
"PVB"-.090"BUTACITEO PVB INTERLAYER BY KURARAY AMERICA,INC.
R"w4 er. Dad wwbc � .-`:.Y'•. .:t�: :•.;'.r.'-
JR 0.5/05y6 G ADDED SPACERS TOSHEET2 GENERAL NOTES %.';';�'• _
" y: p"K.q,Y 1070 TECHNOLOGY DRIVE �'•.+'CC:itl�+!.•'`'�':`
N.VENICE.FL34275 i� '���,t�;.......
•
�- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ewe m: RerM"m •:
P.O.BOX 1529 sn..aman sore si.a• OMgNa wr. ' .•,+:.`,:1�
w"wrer. o"c rn"dma awe NOKOMLS,FL 34274 Vuibly Better A.LYW MILLER P.E.
F.K 228476 JJ. 3=8 HR710 NTS 1 11 4127-10 G P.E.S 58705
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50 21 50 Part# Description Material �
75 Kommerling 4SG TPS Spacer System
53 1/2"NOM. 55 1/2"NOM. 76 Quanex Super Spacer nXT with Hot Melt Butyl See this
GLASS BITE GLASS BITE Sheet for
—� 77 Quanex Duraseal Spacer Materials
t 78 Cardinal)L Edge Spacer
51 60,61,62 51 63,64,65 REFERENCE TEST REPORTS:FTL-8717,896B$8970
118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS
5/16'NOM. 7l16'LAMINATED
LAMINATED GLASS 7/16"LAMINATED GLASS FOR INSTALLATION IN THE
HVHZ ABOVE 30 FT,GLASS
1 TYPES G-L SHALL HAVE A
< EXTERIOR INTERIOR� TEMPERED I.G.GLASS CAP.
v _ BOTH THE DP AND ANCHOR
(ALL SECTIONS) ° �°KURARAY BUTACITE QUANTITY TO REMAIN
PVBINTERLAYER UNCHANGED.
or
21 50 21 50 SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
75-78 76-78
1/2"NOM. 1/2'NOM.
5S GLASS BITE 59 GLASS BITE
52 52 I
66,67,68,69,70,71 72,73,74.75.76.77 i
118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS '
.090 PVBINTERLAYER .090 PVB INTERLAYER
1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
5116'LAMINATED 7116'LAMINATED `
511 8'OR 318'AIR SPACE 3116'OR 114'AIR SPACE
118'OR 3118'ANNEALED OR TEMPERED GLASS 1!8'or 3116'ANNEALED OR TEMPERED GLASS k
13116'NOM. 13/16'NOM. R
13116"LAMI IG GLASS W/5116"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI 1
1
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ALUMINUM
SILICONE HOT-MELT BUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA PRODUCT REVISED +
STRUCTURAL BUTYLENE -oomplyiog with the Florida I
- - - - SILICONE -- - __ - -" - - - — -S� _ 511fi°NOM. - _ - B,old¢tg Code -
STRUCTURAL 3118'NOM. 5118"NOM. nt«I
1/4'NOM. FOAM BUM$ SILICONE SEAL D 1�- ) I
POLYISOBUTYLEN WITH ROLL-FORMED 'radon Data 1 /L�
WITH DESICCANT DESICCANT DESK OAM STAINLESS STEEL B
Y
EXT.GLASS EXT.GLASS EXT.GLASS Mia+ai BdtPndod
EXT.GLASS
INT.GLASS _ _— INT.GLASS___—__,. INT.GLASS ___�— _ __ _� _—_-- __ �•'I _— _ �_ �_ __
INT.GLASS
7s KODISPACE T6 SUPER n DURASEAL 76 XL EDGE
Tm
4SG TPS SPACER9NXTTm SPACER SPACER
_ 1J11t1
in 05W16 G ADDED SPACERS. GLAZING DETAILS ''• 6\ 1i `'.y:'•
1
R° 1070 TECHNOLOOYDRIVE �'i'f 1n•.,, i•LO`'?v'{"',•'
N.VENICE.FL 34276 mr �' ''+"• •"
aa: Anw ��� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1 6P9 �4.ftd.t Ba► �„K p.°,pny �: A LyPR.f t'IjLL' P.E
w..n�:am: eyQtle I» NOKOMIS,FL 34274 Visibly Berner HR710 FUII 2 a 11 419-10 G P.E IL LR
F-K 226A6 J.J. Sam
TABLE 1.
XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER)
EWINDOWGLASS WINDOW HEIGHT
TYPE 26" 36" 38 3/8" 48" 60 6/8" 64" 60" 63"
A,B,G,H +60.0 -60.0 +60.0 E -60.0 +60.0 t •60.0 +60.0 •60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0
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 +58.8 -58.8 +56.2 i -56.2 FOR INSTALLATION IN
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 -52.3 THE HVHZ ABOVE 30
GLASS
TYPES G
.0 L SHALL HAVE A108" A,B,G,H +60.0 -60 0
III" A,B,G,H +60.0 -60.0 +60.0 .60.0 +60.0 i -60.0 +60.0 Z.0 +60.0 50.0 +59.5 59.5 +53.6 ( -53.6 +50.9 -50.9 TEMPERED I.G.GLASS
CAP.BOTH THE DP
UP TO 111" C,I +60.0 '• -60.0 AND ANCHOR
D,E,F, i QUANTITY REMAIN
UP TO Ill" J,K,L +75.0 j -75.0 UNCHANGED.
TABLE 2.
XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE ALL HEIGHTS UP TO 63"
TO 86 7/16" G,H,I +60.0 j -60.0
TO 86 7/16" D,E,F, i
J,K,L +75.0 i -75.0
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63"
60" A,B,G,H +75.0 -75.0 +75.0 ! -75.0 +75.0 j -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 i -75.0
66" A,B,G,H +75.0 -75.0 +75.0 j -75.0 +75.0 [ -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +74.2 ; -74.2 +70.2 -70.2
72" 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 +69.6 I -69.6 +65.2 -65.2 PRODUCT REVISED
as complying wish the Florida
74" 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 +68.1 I -68.1 +63.8 I -63.8 -Bwlding COde
A cepmncn C D EF e. rm on owe
UP TO 74" I J K L +75.0 -75.0 0>
M19ami e}Rodau Caa
GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL-4859(OX&XO)AND FTL5330
A.5/16"LAM_(1/B"A,.090,1/8"A) __ G_13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A, .090,1/8"A)
B.5/16"LAMI-(1/8"A,.090,1/8"HS) H. 13116"LAMI IG-1/8"OR 3/16"A(MIN,),5/16"OR 3/8"AIRSPACE,5/16"LAMI-(1/8"A, .090,1/8"HS) r.•: t.r;:;;- - - --
C.5/16"LAMI-(1/8"HS, .090,1/8"HS) 1. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIRSPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) •.:-
<.:
D.7/16"LAMI-(3/16"A,.090,3/16"A) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A, .090,3/16"A)
E.7/16"LAMI-(3/16"A,.090,3/16"HS) K. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAM[-(3116"A,.090,3/16"HS) Q`
F.7/16"LAM[-(3/16"HS, .090,3/16"HS) L.13/16"LAM[IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS, .090,3/16"HS) 01 '
DESIGN PRESSURES
R.wa p."mc 1D70 TECHNOLOGY DRNE _' ••• ;�'
N.VENICE,FL 34275 ��� nllc l,`.t@. -ti •
P.R.W.- BOX 1528 =�-•�� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
NO P.O..O.Bq FL 34274 t/(r(fj(�.$ut- �`w o"c en.r nr..rYlh "" A INN MILLER,I.E.
FX Y1� fjl yy3yg HR710 N7S 3 a 11 4127-10 G P.E.#50705
27 3/8` 27 27 I 1�- MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO
DLO MAX.DLO
VENT VENT FIXED D D
.. . -�- -1: a ''>✓..`ha::S:°:�
lip
B B B B
X O x — �L 11
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r 110"MAX.WIDTH I.F.FRAME—� I� 85 7/16"MAX.WIDTH I.F.FRAME
-I Y�8 7/16"MAX.WIDTH FLANGE FRAME
111"MAX.WIDTH FLANGE FRAME
DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3)
NOTE:
33 9116"MAX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
DLO FIXED C DLO VENT
I
_ _ ``�h�-��'•Yt�I a 63"MAX. SEALANT OR GASKET
FLANGE AT HEAD AND SILL
s FRAME
A I A ALL 15
57 318" I 56` CONFIG..
MAX MAX, PRODUCT REVISED
DLO ALL / / DLO ALL -- 15 I.F.FRAME 9uildii g CoBde ith 8 e Ftariae �?
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1 4102 A FLANCiE FRAME HEAD 6063-T6AL 612237 66 GLASS.13/16"LAMI IG•1/8"A(MIN),3/8"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB 1/8"A
2 4025 SASH STOP(STD. ANTI LIFT CLIP) 6063-TS AL 612244 67 13/16"LAMI 1&1/8"A(MIN. 3/8"AIR SPA 5/16'LAMI(1/8"A,.090 PVB 1/8"HS
3 98 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAMI 1&1/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,ll8"HS)
4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI IC,3/16"A(MIN.),5/16'AIR SPACE 5116"LAMI(ll8"A,,090PVB,ll8"A)
6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 13/16"LAMI 1G3/16'A(MIN.),5/16'AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,1/8"HS)
7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A(MIN.),5/16"AIRSPACE,5/16"LAMI(1/8"HS,.090 PVB,ll8"HS)
8 4131 ROLLERTRACK 6063-T6 AL 64131 72 13/16"LAMI IG•1/8"A(MIN.),1/4"AIR SPACE,7/16"LAM](3/16"A,.090PVB 3/16"A
10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13116"LAM]IG•1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI 3/16"A,.090 PVB,3/16"HS
12 1 26 WEEPADHEH HOVE LE
CELL FOAM PAD 7P71298 74 13/16"LAMI IG•1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3/16"HS,.090PVB,3/16"HS
13 1626 A FLANGE FRAME JAMB 6063 T6AL 61?225 75 13/16"LAM]1G3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A)
76 13/16"LAMI IG-3/16"A(MIN.),3/16'AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"HS)
14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 77 " 13/16"LAMI IG3/16"A(MIN.),3/16"AIR SPACE,7l16'LAMI(3/16"HS,.090 PVB,3/16"HS)
15 1155 98 X 1.000 QUAD PN.SMS 781P A 90 1014 SCREENFRAME OR&VER 3105-1114 AL
16 4110 G SCREEN ADAPTOR 6063-T5AL 64110G 91 1630 SCREEN CORNER KEY WRINGS POLYPROP.
17 1 4054 1 B FDA MEETINGRAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP.
19 4066 W STP,,.187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST.
21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-,135 DIA.FOAM EM PVC
22 1683 W STP.,250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC
23 225-1 ROLLER HOUSING&GUIDE 42112HD ISCREEN I CLOTH
24 226 BRASS ROLJERWHEELS BRASS 7BRWHL2
29 4128 HORIZONTALROLLER SASH TOP GUIDE POLYPROP. 44129N
32 1 4006 1 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710
33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G
35 1096 SWEEP LATCH DIE-CAST 71096
36 1016 #8 X.625 PH.FL.SMS 7858
37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.624
38 1683 W STP,,,250 X.270 BACK,FIN SEAL 61683G
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39 7070 BULB WEATHERSTRIP.187 X 275 67070K
40 LIFT RAIL COVER CAP 74078"C'L OR R
41 4139 I.F.FRAME HEAD 6063-T6 AL 64139
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42 4140 I.F.FRAMESIL.L 6063-T6AL 64140 41
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43 4141 IF.FRAMEJAMB 6063-T6AL 64141
50 GLAZING SILICONE,DOW 899,995 OR UNALENT PRODUCT RbV15LD
51 1224 VINYL GLAZING BEAD BULB(THICK) 6TP247W,K : complying wish lbe Florida
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52 1225 VI�N♦YL GI.AZINGBEAD BULB(THIN 6TP248K 2.754 Acceptmx No y
53 4039 B GCAZINGBEAD-5/16' 6063-T5 AL 64039B pirotion Dme 7 �
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55 4222 A GLAZING BEAD-7116' 6063-T5 AL 64222 101 ode pop_'_
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ANCHOR QUANTITIES,XOX 114-112-1/4 WINDOWS TABLE 4 NOTES:
GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L
1. ANCHOR TYPES:
ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC Z3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
&SUBSTRATE ZONES DINES ZONES ZONES ZONES ZONES
m ilcom y Iy Im Im 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30
WINDOW SIZE HEAD&SILL�� HEAD&SILL�� HEAD&SILL i� HEAD&SILL�� HEAD&SILL�� HEAD&SILL 1 g A.5/16"LAMI-(1/8°A,.090,1/8'A)
W V. H ,< 14 •< ;-¢, i� I� B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
C.5/16"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
53.125 x 38.375 1+C2+1+C2+1 2 7+C2+1+C2+11 2 1+02+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+11 2 1+C2+1+C2+1 j 2 D.7/16"LAM]-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
48.000 1+C2+1+C2+1 3 1+C2+1+C2+li3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAM]-(3/16"A,.090,3/16"HS)
50.625 1+C2+1+02+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 G.
13116"LAM[IG-18"OR 0,3/16"(MI
G.13/18"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5116'LAMI-(1/8"A,.090,1!8"A)
54.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1!3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16°OR 3/8"SPACE,5/16'LAMI-(118"A,.090,1/8'HS)
'3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 I. 13/16'LAMI IG-1/8'OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAM]-(1/8-HS,.090,1/8"HS)
60.000 1+C2+1+C2+1 3 1+C2+1+C2+1
1 i J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/18'LAMI-(3116"A,.090,3/16'A)
63.000 1+C2+1+C2+113 t+C2+1+C2+111 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1'3 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)
60.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+t+C2+1 2 1+C2+1+C2+1 1 2 1+C2+1+C2+1 2 1+C2+2+C2+1'2 L. 13/16"LAMI IG-1/8°OR 3116"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3/16"HS,.090,3/16'HS)
48.000 1+C2+1+C2+1 3 1+C2+1+C2+1l 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.625 1+C2+i+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+11 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
54.000 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+2+C2+1;3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
60.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1{3 1+C3+2+C3+11 MA
JAMBS: 9"MA 3 25 MAX.FROM CORNERS.-
I X.FROM CORNERS AND 221l2"MAX.O.C.
63.000 1+C2+1+02+1 3 1+C2+1+C2+113 1+C2+1+C2+1t3 1+C2+1+C2+1 3 1+C2+1+C2+1f3 1+C3+2+C3+113 TABLE KEY:
74.000x 38.375 1+C2+2+C2+112 1+C2+1+C2+1 2 1+C2+2+C2+11 2 I 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+112 X O X
48.000 1+C2+2+C2+11 3 1+C2+1+C2+1,3 1+C2+2+C2+11 3 1+C2+2+C2+1'3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 -ANCHOR QUANTITY PER JAMB
50.625 1+C2+2+C2+1 3 1+C2+1+02+1,3 1+C2+2+C2t1 3 1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I HEAD AND SILL ANCHOR QUANTITY.
54.000 1+C2+2+C2+1.3 1+C2+1+C2+11 3 1+C2+2+C2+1 3 1+02+2+C2+11 3 1+C2+2+C2+1 3 1 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED
60.000 1+C2+2+C2+1 3 S C2 1+C2+1+C2+113 1+C2+2+ +1 3 1+C2+2+C2+113 7+C2+2+C2+1 3 1+C3+2+C3+113 AT EACH MEETING RAIL PLUS(1)
' ANCHOR AT EACH OPERABLE VENT
63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+11 3 1+C3+2+C3+1!3 PLUS(4)ANCHORS AT FIXED SECTION.
84.000 x 38.375 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1 2 1+C2+2+C2+1 2 1+C2+3+C2+11.2 (12)ANCHORS TOTAL AT HEAD AND SILL.
48.000 1+C2+2+C2+11 3 7+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 3 (3"MIN.O.C.ANCHOR SPACING)
50.625 1+C2+2+C2+1 3 1+C2+2+C2+1j3 1+C2+2+C2+1 3 1+C2+2+C2+1l3 1+0242+02+1 3 1+C3+3+C3+1 3
54.000 1+C2+2+C2+1 3 1+C2+2+C2+1,3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C4+3+C4+1)3 25 314"max.
[--3-MIN.
60.000 1+C2+2+C2+113 1+C2+2+C2+1i3 1+C3+2+C3+1J3 1+C3+2+C3+1I3 1+C2+2+C2+1 3 1+C4+3+04+1i 3
63.000 1+C2+2+02+1 3 1+C2+2+C2+ti3 1+C3+2+C3+1 3 1+C3+2+C3+1j3 1+C2+2+C2+1 3 1+C4+3+C4+1,3 9'REF. X O X
106.375x 38.375 1+02+2+C2+1�2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 1+C2+3+C2+1 2 1+C2+3+C2+1�2 1+C2+4+C2+1 2 PRODUC-"f REVISED
xs crwnplyiog with tlrc Florida
48.000 1+C2+3+C2+1'3 1+C2+2+C2+1�3 1+C3+3+C3+1 3 1+C3+3+C3+1'3 1+C2+3+02+1 3 1+C3+4+C3+1 3 8uilP Code -
1 � MTG.RAIL,TYP. Accepaua 1qo I(,o-O IQ.,I,33
60.625 1+C2+3+02+1 3 1+C2+2+C2+113 1+03+3+C3+11 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1�3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 1n1w"D�I° 1%u2►
64.000 1+C3+3+C3+1 3 1+C2+2+02+1,3 1+C3+3+C3+1 3 1+03+3+C3+11 3 1+C3+3+C3+11 3 1+C4+4+CA+1(3 (SHOWN IN TABLE KEY ABOVE) r+y
60.000 1+03+3+C3t11 3 1+C2+2+C2+1i 3 1+C4+3+C4+11 3 1+04+3+C4+11 4 1+C3+3+C3+1 3 1+C4+4+C4+1�3 hfiomi P,ogvttC oL
63.000 1+C3+3+C3+1 3 1+C2+2+C2+11 3 1+C4+3+c4+1t 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+CS+1 25 314"MAX.
111.000x 36.375 1+C2+3+C2f1-2'1+C2+2+C2+12 1+C2+3+02+1'2 1+C2+3+C2+1-3 1+C2+3tC2+12•d+G2+q+C2+11-2- -
MIN.-- - - -- - ----- ----- -- -- -
48.000 1+02+3+C2+1 3 1+C2+2+C2+113 1+C3+3+C3+1l3 1+03+3+03+1 3 1+C2+3+02+1 3 1+C3+4+C3+1 3
9'REF. X O X
50.625 1+C2+3+C2+1 3 t+C2+2+C2+ti3 1+03+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 -L-' '
54.000 1+C3+3+C3+111
3 1+C2+2+C2+lli 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3
60.000 1+C3+3+C3t1 3 1+C2+2+C2+1�3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+03+3+C3+113 1+04+4+C4+11 3 MTG,RAIL,TYP.
63.000 1+C3+3+C3+1 3 I 1+C2+2+C2+11 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+c4+3+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS
ANCHORAGE SPACING,XOX 114-112--11'4 `....`
y. Fn44nc 1070 TECNNOLOOY DRIVE
N.VENICE•FL 34275
ALUM.HORIZONTAL ROLLER WINDOW
IMPACT
P.O.BOX 1529
NOKOMIS.FL 34279 1111,M i^ILI L}E�R!'P.E.
J.J. -aL30 HR710 NTS d 11 b4127-10 G P.E.458705 •
-
ANCHORQUANT171ES XOX 1/3.113-1/3 WINDOWS TABLES NOTES:
GLASS TYPES A,S,G,H GLASS TYPES C.D.E,F,I,J,K,L
FANCHOR TYPE 2.3.WOOD 2,CONC 1,CONC 2.3.WOOD 2,CONC 1,CONC 1. ANCHOR TYPES:
TRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCOTAPCONS 2-1/4"ELCOSS4CRETE-FLEX 3 412 STEEL SCREWS(G5)
m im iNN rn iN 2.GLASS TYPES:
W SIZE HEAD&SILL(M2 HEAD&SILL I MM HEAD&SILL 2HEAD&SILL HEAD&SILL 2 HEAD&SILL 1 T A,5/16-LAM[-(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
38.375 1+C2+1+C2+1`2 1+C2+1+C2+1 2 1+C2+1+C2+1 j 2 1+C2+1+C2+1I 2 1+C2+1+C2+1 j 2 1+C2+1+C2+1I 21 C.5/16"LAMI-(1l8"HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
48.000 1+C2+1+C2+1 j 3 1+C2+1+C2+1 j 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 t+C2+1+C2+1.3 1+C2+1+C2+1i.31 D.7/16'LAMI-(3/16-A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7/16"LAMI-(3/16"A,.090,3116"HS)
50.625 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C2+1+C2+1 j 3 1+C2+1+02+1 j 3 i+C2+1+C2+113 1+C2+1+C2+11 3 F.7/16"LAMI-(3/16"HS,.090,3116"HS)
54.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1!31 G.13/16-LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A)
60,000 1+C2+1+C2+1 j 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1 j 3 1+C2+1+C2+1 j 3 t+C2+1+C2+11 3 H.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS)
63.000 1+C2+1+C2+1;3 1+C2+1+C2+1;3 t+C2+1+C2+11 3 1+C2+1+C2+1 j 3 1+C2+1+a+1I 3 t+c3+1+C3+1!31 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)
J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A.090,3/16"A)
53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 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)
48.000 1+C2+1+C2+1 i 3 1+C2+1+C2+1 j 3 1+C2+1+C2+1j 3 1+02+1+C2+1 j 3 1+C2+1+C2+1I 3 1+C2+1+C2+1 j 3 L. 13/16"LAMI IG-1/8"OR 3116'A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3116"HS,.090,3/16"HS)
50.625 1+C2+1+C2+1 i 3 1+C2+1+C2+1j 3 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
64,000 1+C2+1+C2+1 3 1+C2+1+C2+1I 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 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
80.000 1+02+1+C2+1I3 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
63,000 1+C2+1+C2+1,3 1+C2+1+C2+1j 3 1+C2+1+C2+1 3 1+C2+1+C2+ij 3 1+C2+1+C2+1j 3 1+C3+1+C3+1{3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE
60.000 x 38.375 1+C2+1+C2+1 t 2 1+C2+1+C2+1 12 1+C2+1+C2+11 2 1+C2+1+C2+1 j 2 1+C2+1+C2+11 2 1+C2+1+C2+1 i 2 25 3/4'MAX.FROM CORNERS
I JAMBS: 9'MAX.FROM CORNERS AND 22 1/2"MAX.O.C.
48,000 1+C2+1+C2+1j3 1+C2+1+C2+113 1+C2+1+C2+1j3 1+C2+1+C2+1 3 1+C2+1+C2+1I3 1+C2+1+C2+1j3 TABLE KEY:
50.625 1+02+1+C2+1I3 1+C2+1+C2+11.3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1i3 X O X
54.000 t+C2+1+C2+1;3 1+C2+1+C2+1 j 3 1+C2+1+C2+1(3 1+C2+1+C2+1 j 3 1+C2+1+C2+1 3 1+C3+1+C3+11 3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB
60.000 1+02+14C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1j3
63.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+03+11 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES
66.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1!2 1+C2+1+C2+1i 2 1+CZ+1+C2+1I 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED
j j ON EACH MEETING RAIL PLUS(1)
48,000 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1!•3 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1j 3 ANCHOR AT EACH OPERABLE VENT
50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 j 3 1+C2+1+02+11 3 1+C2+1+C2+11 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION.
64.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1j 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+1I 3 (9)ANCHORS TOTAL AT HEAD AND SILL.
60.000 1+C2+1+C2+1,3 1+C2+1+02+11 3 1+C2+1+C2+1 3 Ml+C2+1+C2+il
+11 3 1+C2+1+C2+1 3 1+C3+1+C3+li 3 (3"MIN.O.C.ANCHOR SPACING)
63.000 1+02+1+C2+1 3 1+C2+1+C2+1i3 1+C3+1+C3+1j3 +1I3 1+C2+1+C2+1I3 1+C3+1+C3+113
74.000x 38.375 i+C2+1+C2+1j2 1+C2+1+C2+1;2 t+C2+1+C2+1 2 tj2 1+C2+1+C2+112 1+C2+1+C2+lj2 I- } 25 3/4"MAX.
48.000 1+02+1+C2+1 3 1+C2+1+C2+ti3 1+02+1+C2+1I3 +1;3 1+C2+1+C2+113 1+C3+1+C3+1i3 J- I -+{j---3"MIN.
50.625 1+C2+1+C2+1 3 1+C2+1+C2+113 t+C2+1+C2+ij3 +113 1+02+1+C2+1I3 1+C3+1+C3+1`•3
54.000 1+C2+1+C2+1 3 1+02+1+C2+1.3 1+C2+1+C2+1 3 +tj3 1+C2+1+C2+1I3 1+C3+1+C3+113 9'REF. X O X60.000 1+C2+1+C2+1 3 1+C2+1+C2+1j3 1+C3+1+C3+1 3 +1I3 1+C2+1+C2+113 1+C3+1+C3+1I3 !'70DU('f F2cViSEb
u complying w!Ih the Florid.
63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C3+1+C3+1 3 1+C3+1+03+11 3 1+C2+1+C2+1 3 1+C3+1+C3+1!3 MTG.RAIL,TYP, gccepnagu��t'cb
84.000x 38.376 1+02+1+C2+11 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+tI 3 1+C2+1+C2+1 2 1+02+1+C2+11 2 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS
13 Ea tom°"Q0f1 j�'}
48,000 1+02+1+C2+1 1+C2+1+C2+1,3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1j3 1+C3+1+C3+1!3
50.625 1+C2+1+C2+1 3 1+C2+1+C2+7!3 1 I+C2+1+C2+11 3 11+C2+t+C2+1 3 1+02+1+C2+11 3 1+C3+1+C3+1j 3 (SHOWN IN TABLE KEY ABOVE) rvii�ms
54.000 1+C2+1+C2+113 1+C2+1+C2+1j3 1+C3+1+C3+1j3 1+C3+1+C3+12:3 1+C2+1+C2+1 3 1+C3+1+C3+1!3
60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1j4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAX.
-- �- -63.000- 1+C3+1+C3+1 3-1+C2+1+C2+1 j-3 1 1+C3+1+C3+1 3 1+C3+1+C3+1-4-9+C3+1+C3+1-3 1+C4+1+C4+41-4- _ -- 1 112"TYP.MIN.-
' 86.437x 38.375 1+C2+1+C2+112 1+C2+1+C2+1 2 11+C2+1+C2+1j2 1+C2+1+02+113 1+C2+1+C2+1 2 1+C2+1+C2+1 2
9'REF.
48.000 1+C2+1+C2+1j3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C3+1+C3+1 3 X O X
60.625 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 _
54.000 1+C2+1+C2+1 3 1+C2+1+C2+1.3 1+C3+1+C3+1j3 1+C3+1+C3+tj3 1+C2+1+C2+1�3 1+C3+1+C3+tj3 - -.~
60,000 1+C2+1+C2+1j3 1+C2+1+C2+li 3 1+C3+1+C3+1i3 1+C3+1+C3+114 1+C3+1+C3+1 3 1+04+1+C4+114 MTG.RAIL,TYP.
EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS (�
63.000 1+C3+1+C3+1 3 1+C2+1+C2+1I 3 1+C3+1+C3+1 3 1+C3+1+03+1i4 1+C3+1+C3+1 3 1+C4+1+C4+114 }'•, c
Rm4By. 0.R RMIVLL• �bB'< �•
10707ECHNOLOGYDRIVE ANCHORAGE SPACING,XOX 113-113-113 ,
f
N.VENICE.FL 34275 Tt\ .'�i:•.^,1 t•',`�,.'.
P.O.BOx 1529 =�-�� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT :!
O„yyB 0.� NOKOMIS.FL 34274 TVWbly Bette] t'" rar. ALYNN MILLER P.E.
FK ?JZftDS JJ 323N6 HR7111 NTS 9 > 11 4127-10 �j' P.E.t SB705
ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES:
GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES:
ANCHOR TYPE 2:3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
&SUBSTRATE ZONES I ZONES ZONES ZONES ZONES ZONES
(!� 2.GLASS TYPES:
03 m -1 l m 6 = m QQ� I m m A.5116"LAMI-(1/8°A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30
WINDOW SIZE 2 co 55 v) 2 W W j m u) m B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
V = of Q =oC =.6 � Q = , ii Q = ea i¢ _ eir Q C.5/16"LAMI- 1/8"HS,.090,1/8"HS
W H + l ( ) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
37.000% 36.375 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1; 2 1+C2+1 2 1+C2+1 2 D.7/16"LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7/16"LAMI-(3/16"A,.090,3/16"HS)
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 j 3 1+C2+1 3 F.7/16-LAW-(3/16"HS,.090,3/16"HS)
50.625 1+C2+1 3 1+C2+1 3 1+C2+1 i 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116-OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A)
H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,1/8-HS)
54.000 1+C2+1 3 1+C2+1 3 1+C2+1 j 3 1+C2+1; 3 1+C2+1 3 1+C2+1 3 I. 13116"LAMI IG-1/8"OR 3116°A(MIN.),5/16"OR 318"SPACE,5116"LAM[-(1/8"HS,.090,1/8"HS)
60.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 J,13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16^OR 1/4"SPACE,7/16"LAM[-(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"LAM[-(3/16"A,.090,3/16"HS)
63.000 1+C2+1 3 1 1+C2+1 3 1+C3+1 1 3 1+C2+1 1 3 1+C2+1 -3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS)
48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 j 2 1+C2+1 i 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 j 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
54.000 1+C2+1 3 1+C2+1 3 1+C3+1 1 3 1+C2+11 3 1+C2+1 j 3 1+C3+1 3 16 3/4"MAX.FROM CORNERS.
60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 3 1 1+C2+11 3 11+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C.
63.000 1+C3+1 3 1+132+1 3 1+C3+11 3 1+C3+1 3 1 1+C2+1 3 11+C3+1 3 TABLE KEY: 0 X
53.125 x 36.375 1+C2+1 2 1+C2+1 2 1+C2+1 j 2 1+C2+1 12 1+C2+11 2 1+C2+1 2 2+C3+2 3 ---ANCHOR QUANTITY PER JAMB
48.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1 1+C2+11 3 1 1+C3+1 3
50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+q+1 3 HEAD AND SILL ANCHOR QUANTITIES
54.000 1+C3+1 3 1+C2+1 3 1+C3+1' 3 1+C3+1 3 1+C2+11 3 1+C3+1 3 A CLUSTER OF ANCHORS
CENTERED ON THE
E MEETING RAIL
60.000 1+C3+1 4 1+C2+1 3 1+C3+1 13 1+C3+1 i 4 1+C2+1 C 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE
63.000 1+C3+1 4 1+C3+1 3 +1 33 1+C3+11 4 1+C3+1 1 3 1+C4+1 3 VENT AND FIXED SECTION.
1+C4
I ANCHORS TOTAL AT HEAD AND SILL.
60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2i 2 1+C2+1 3 1+C2+1( 2 2+C2+2 2
48.000 1+C2+1 3 1+C2+1 3 2+C3+2 j 3 1+02+1 3 1+C2+1( 3 2+C3+2 3 W MIN.O.C.ANCHOR SPACING)
50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3
�{-18 3/4"MAX.
54.000 1+C3+1 4 1+C2+1 3 2+C3+2! 3 1+C3+1j 4 1+C2+1 3 2+C3+2 3 j I I -1I--3^MIN.
60.000 1+C3+1 4 1+C3+1 3 2+C4+2i 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"REF-.
63.000 1+C3+1 4 1+C3+1 3 2+C4+2i 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 X 0
PRODUCT REVISED
+C 66.000x 38.375 2+C2+2 3 12+1 2 2+C2+21 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 a=q>jyiv8 wiW the Fhciaa
48.000 2+C2+2 4 1+C2+1 3 2+C3+2I 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG.RAIL I�wlamocoa�
A_pteuec Nv!(o-o L9
50.625 2+C3+2 4 1+C2+1 3 2+C3+21 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ""° D 2021
54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 j 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) u�,ti "IdPeaU�t coal
60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2 4 1+C3+11 3 2+C4+2 4
63.000 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 j 3 2+C4+2 4 18 3/4"MAX.
-- --- _ 1 1/2"TYP.
74.000 z 38,375- 2+C2+2-3 2+C2+2 2-2+C2+21`3 2+C2+2 3 2+C2+2-2-2+G2+2.3- --- - I--3^ -
48.000 2+C3+2 4 2+C2+2 3 2+C3+2' 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 - - -
! 9"REF. X O
50.625 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3+2 4 2+c2+21 3 2+C3+2 4 - - _
54.000 2+C3+2 4 2+C3+2 3 2+C4+21 4 2+C3+2 4 2+C3+2! 3 2+C4+2 4 o.n}1'r0;
60.000 2+C3+2 4 1+C3+1 3 2+C4+2. 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL
63.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C4+2 5 2+C3+21 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ?':(� ( ►y J6
7070 TECHNOLOGY DRIVE q ANCHORAGE SPACING,OX AND XO WINDOWS
N.VENICE,FL 34275
P.O.BO%762B
• ar �- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
•'+:,I,!`i ;'4
o sy. Dft. a prs NOKOMIS.FL 34274 Vaibly Bed -`°• 80Y" - &..V m "r A LYNN MILLER,P.E.
Fx. =/06 Z Laos "1+>z7ro NTS ro - 11 4127-10 G P.Ep 58705
1 314"MIN.E.D.TYP. NOTES:
2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO
MIN.3.4 KSI 1"MIN.EDGE NOTE 3 1 3/8,- TAPCONS EMBEDED 1 3/8-MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 314-MIN.. MINIMUM DISTANCE FROM
CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4'. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD.
NOTE 1
Ix WOOD v fff' 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(135)OR 1/4"SS4 CRETE-FLEX WITH
BUCK, #12,TRIMFIT HEAD.
NOTE 3 -
,' 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
MAX
1/4" THAN 1 12". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
MAX. MAX. CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 12'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
CONCRETE WOOD
ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM
NOTE 1 DETAIL A NOTE 2 DETAIL B 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
TYPICAL FLANGE FRAME HEAD SECTIONS #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.
114" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
SHIM I '�8 1/4"MAX.SHIM--�I 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
I I MIN. I (1.5 KSI CMU)
OR 2-1/2'MIN.EMBEDMENT
PER NOTE 1
i
(3.4 KSI CONCRETE)
WOOD CONCRETE • O
ANCHOR, ANCHOR, ���ttt
NOTE 2 NOTE 1 71� , ; 1 3/4' EXTERIOR INTERIOR
nn -
1"MIN.EDGE ' ?• MIN.E.D (HEAb&SILL DETAILS A,B.C,0, &H)
lAl TYP.
2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 SEE NAILING
INTERIOR. 518'MIN.EDGE
DETAIL E DETAIL F (JAMB DETAILS E,F&1) `
I
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR� 5/8"MIN.
CONCRETE WOOD DETAIL H (HEAD)
ANCHOR, ANCHOR,
NOTE 1 NOTE 2 NAILING
.131 DIA.MIN.x 21/2"NAIL PRODUCT REVISED
AT CORNERS AND 5"O.C. a comptyieg with Bye Florida
TYPICAL-DETAILS G,H&I. Bulldiog Code
Acceplauee No 16-0 14•C3
114" 114" O Expiration Detn 2Q'j�
MAX. MAX.
SHIM SHIMI ny
/8"MIN.EDGE Miami adoprodaetContrd
SEE 0
NOTE 1 1 3 8/MIN. NAILING
1 3/4"MIN. - 2-1/2°MIN. SEE NAILING
MIN.3.4 KSI ;`•:'`i•,,':-
J E.D.TYP.
1.
"MI'y.EbGE
CONCRETE 2x WOOD '
DETAIL C BUCK, DETAIL D 2-1/2"MIN.EMBED ;
NOTE3 DETAIL G(SILL) DETAIL I(JAMB)
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS ^_•,,'.�! 6 ��( !6 ;!6 ;' ';:
A".wer. wm nawe"c a�uyac :'r=• ' -' "-
P T ANCHORAGE DETAILS
ar os a..trwc 1070TECHNOLOGY DRNE :..ir5i•'�; �.
N.VENICE,FL 34275 �'V
By-�� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529
unan ar: m m: a"daae mm: NOKOMIS,FL34274 Visibly Be[ °'""`M"0eG any ° ' A.LYNN MILLER P.E.
F.IC 7/26/06 J.J, a,=6 HR710 Half 11 d 11 4127-10 IS P.EX 58705