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FL# Tvpe Manufacturer Validated By Status
FL242-R20 Revision PGT Industries Miami-Dade BCCO-VAL Approved
History Category:Window (786)315-2590
Subcate ry:Horizontal Slider
*Approved by DBPR.Approvals by DBPR shall be reweave an y the POC and/or the Commission if necessary.
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the.Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
MAN H 22
sccurit'mrnrc.
a
https://www.floridabuilding.org/pr%pr_app_lst.aspx 4/11/2016
M IAM I•DADE MIAMI-DADE COUNTY
haMaum 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.miamidade.eov/economy
PGT Industries
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 Z
DESCRIPTION: Series" - 0"Aluminum Horizontal Rolling Window-L.M.I.
APPROVAL DOCUMENT: Drawing o. - , titled "Alum. Horizontal.Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15,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 and renews NOA#11-1114.04 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0519.09
MIAMI BADE CauNTY Expiration Date: December 21,2021
7/011-6 Approval Date:.July 09 2015
` Page 1
• PGT Industries
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 Window, Impact",sheets 1
through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. 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)
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 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)
3. 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)
Manuel P re ,P.E.
Product Control miner
NOA No.15-0519.09
Expiration Date: December 21,2021
Approval Date: July 09 2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis;complying with FRC-5th
Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
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"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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May
16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
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 NDA 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)
G. OTHERS
1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series
"HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and
expiring on 12/21/16.
Manuel P941+,P.E.
Product Control Wminer
NOA No. 15-0519.09
Expiration Date: December 21,2021
Approval Date: July 09 2015
E-2
m
KURARAY BUTACITE
PVBINTERLAYER
m
SAFLEX PVB INorTERLAYER BY
R INTERIORr*��
21 50 21 60 EASTMAN CHEMICAL COMPANY
63 1/2'NOM. 65 112°NOM, EX SAL o SECTIONS)
GLASS BITE GLASS BITE
51 rl/8"ANNEALED
61 63,64,65
4 OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
RLAYER 090 PVB INTERLAYER
D OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS
7/16"LAMINATED
6/16"LAMINATED GLASS 7/16"LAMINATED GLASS
21 ) 50 21 60
1/2"NOM, 112"NOM,
69 GLASS BITE 69 GLASS SITE
62 52 PRODUCT RSVISBD
88,67,68,69,70,71 os comptyhig with Qm FLmIUa
72,73,74,75,76,77 etmmng Cod*
nc«Pt.mo No 15.0 )y oq I
118"ANNEALED OR HEAT STRENGTHENED G SS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Irotlwt D4W OZ
090 PVB INTERLAYER 090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED G SS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Miom ado roEuct n
6118°LAMINATED 7/10"LAMINATED
6/16"OR 3/8'AIRSPACE 3110°OR 1/4"AIR SPACE
1/6"OR 3118"ANNEALED OR TEMPERED S QD 1/6"or 3/10"ANNEALED OR TEMPERED GLASS QD
13116"NOM. 13/18"NOM.
3116"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI ` V 1YIJN
4(:'. Na.66706 3c'
QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.O.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. a ISS I
LM. 41106 F INTERLAYER MANUFACTURERp . SPAT"t5o� a�
1070 TECHNOLOGY DRIVE GLAZING DETAILS %� '••,,Pt RIVP••'
JR.' s/aantEr
f D ADOFTIM
NOC�lNOSOAProsE7FafFERED +90F7NoiE. NPA!Ox 67D776 ALUM.HORIZONTAL ROLLER WINDOW IMPACT 'i�icS/ON,A.�•��a
F.K. ?/18/(18 J.J, 92Yt08 NOW Vl7161yBefMl FUII ,z n f9 4127--10 F A.L�P.E.060 5
TABLE 1.
XOX(1/4,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE V SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 38 318" 48" i606181, 64" 80" 63"
84" A,B,G,H +60.0 •60,0 +60,0 -60.0 +60.0 •80.0 +60.0 -80.0 +60.0 -60,0 +60,0 -60.0 +60.0 -60.0 +60,0 1 -60,0 1Q
98" A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80,0 -80.0 +60,0 •60.0 +68,8 -68.8 +66,2 -68.2 D
FOR INSTALLATION IN
106 318" A,B,G,H +60.0 .60.0 +60,0 -60,0 +60.0 •60.0 +80.0 -60.0 +60.0 -60.0 +60.0 •60,0 +65.2 -65.2 +62,3 -52.3 THE HVHZABOVE 30
106" A,B,G,H +60,0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 7 FT,GLASS TYPES G-
+60.0 •60,0 +64,6 -54.6 +51.7 -51.
L SHALL HAVE A
111" A,B,G,H +60.0 •60.0 +60,0 -60,0 +60,0 -60.0 +60.0 .60.0 +60,0 -60,0 +59.6 •59.6 +63.6 -53.6 +60.9 -50.9 TEMPERED I.G.GLASS
CAP,BOTH THE DP
UP TO 111" C,I +60.0 -60.0 ANDQUAANCHORTITY IN
UP TO III jD,E� +76.0 -76.0 UNCHANGED,
TABLE 2.
XOX(113,113,113)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 88"
TO 88 7/16" A'B'C +60,0 1 -60,0
G,H,I
TO Be 7/16" D'K L'
-�'- TABLE 3.
NGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SM r;
WINDOW_ GLASS WINDOW HEIGHT -
IsTH(� TYPE 26" 38" 38 318" 60 618" 64" 80" 63"
60" A,B,G,H +76,0 -75.0 +75.0 -76.0 +76,0 75.0 + 76 U +76.0 -76,0 +75.0 -76.0 +75.0 -76.0 +76.0 -75.0
88" A,B G H +76,0 -76,0 +76.0 -76.0 +76.0 -75.0 +76,0 76,0 +76.0 •76.0 +76.0 76.0 +74.2 -74.2 +70.2 -70.2
UVISW
72" A,B,G,H +76.0 -76.0 +76,0 -75.0 +75.0 -75.0 +76.0 -76.0 +76.0 -75.0 +75.0 -76.0 +69,6 -69.6 +65,2 •85.2 �te�°°mpt s u,arorlorlao
74" A,B,G,H +75.0 -76.0 +75.0 -76,0 +76.0 76.0 +76.0 -76,0 +76.0 -76.0 +76.0 75.0 +68.1 -68,1 +63.8 -63,8 Ac 1p�mtcoNo 15-05oq
Imuoo IV 2021
FUP TO 74" 1, ,K,L +76.0 -76,0 B
,JL
Miran oPro ubt o
GLASS TYPES:TEST REPORT FTL4858(XOX),FTL4869(OX&XO)AND FR-6330
A.6/16"LAMI-(1/8"A,.090,118"A) G.13/16"LAMI IG4/8"OR 3116"A(MIN.),6/16"OR 318"AIR SPACE,6118"LAMI-(1/6"A,.090,118"A)
B.6/16"LAMI-(1/8"A,.090,118"HS) H.13118"LAMI IG-1/8"OR 3/16"A(MIN.),6/16"OR 3/8"AIR SPACE,6118"LAMI-(118"A,.090,1/8"HS)
C.6116"LAMI-(118"HS,.090,1/8"HS) I, 13/16"LAMI IG-1/8"OR 3116"A(MIN.),6/16"OR 3/8"AIRSPACE,6/16"LAM! ..........
n u u 13116"LAMI u u n u u ' n ��\ 1�,•'•V\GI NSF tiC� 'moi
D.7116 LAM!-(3118 A,.090,3/16 A) J.13/18 LAMI IG-116 OR 3/18 A(MIN.),3116 OR 1/4 SPACE,7/16 LAMI-(3/16 A,.090,3116 A)
E.7/16"LAMI-(3/16"A,.090,3/16"HS) K.13116"LAMI IG-118"OR 3116%(MIN.),3/16"OR 1/4"SPACE,7116"LAMI•(3/18"A,.090,3116"HS) 'r No.50705
F.7/16"LAMI-(3/16"HS,.090,3116"HS) L.13/16"LAMI IG•118"OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS)ROW -
Eif+„B F NocNaNOE nBssHEEr DESIGN PRESSURES =�p'• STAttte
JJ Poll:1tVi7/1f E NOCNANOETMBBNEET folN�NICE.F 3 DRIVE ��.''•.,FCOIt1ol'•''�C�
ALUM.HORIZONTAL ROLLER WINDOW IMPACT '�.�cS/ C.
JA 8/20/11 D ADDEDfODAP7OBE7EMPERED +WFfNOTE. P.o.sgx7b2B �rp.uux �, we p„y ,u. rAiL01
otlmufl o"r ops ►roKorms,F�aaaa I9s1b(yBerra NaTfo N7S 3 r 11 412710 F a .0roc
FJC 2l M J.J, &2&08
27 3/8" 27 318' 27 3/8"
MAX.DLO 64 6110"MAX.DLO FIXED MAX,DLO MAX.DLO
VENT VENT FIXED D D
rt
B B B B
0 X X 0
LL —
I 110"MAX,WIDTH I.F.FRAME-----+II 85 7116"MAX.WIDTH I.F.FRAME—�
111"MAX.WIDTH FLANGE FRAME 80 7N 0"MAX.WIDTH FLANGE FRAME
DETAIL B-XOX(1/4-112-1/4) DETAIL C-XOX(1/3-1/3-1/3)
NOTE:
33 9110"MAX. 33 9116"MAX, \ 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS,
OLDFIXED,Ic J—gH DLO VENT \
SEALANT OR GASKET
— — 'i FLAN E AT HEAD AND SILL
A I A F AL 16
67 3/8" I 66" CON IG.
MA MAX. pRODUCC ItSVISED
DLO ALL / / OLD ITS —— 16 I.F,FRAME ac comply d w11h 1ha Flvrlda
I VENTS Eull p, Cod,,,* pq
FIXED 62"MAX, � Acc"plmrnJr' �Z021
LITES
I.F.p�yALg Expiro8onD01a
1 AilI
0 X C FIG. MiwO ado Product
I
1
13 FLANGE FRAME `\\
LYNN
73"MAX.WIDTH I.F.FRAME----� VIEW D-Dr
74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) N0.S9705
DETAIL A-OX OR XO 7 ,rear
STATE F W:
L.M. q61141f5fNO CHANOE7H133HEEi 10707ECHNOLOOYDRNE ELEVATIONS � ~ FJJ NOCHAN06T1f19SNEEr N.VENICE,FL34270 � ALUM.HORIZONTAL ROLLER WINDOW IMPACT ' 'JR, NOCHANOETHISSHEET P.o.SOx19Y8 eaa �u.enne rtKNOKOMIB�FL4Y74 VLclb(y BC1tQ1' A'LYrvNd71LV.1='P�,P.EF.K. 92.N08 HR7f0 NTS 4 a 11 4927-10 F P.EY 68705
INTERIOR 37 32 36 22 39
1 22
16
2 13
XTERIOR INT IOR
1 MAX,VENT DLO
_ �-- MAX•FIXED DLO MAX. T DLO
—II9 MAX,WIDTH(FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME)
HEIGHT INTERIOR 17 35 32 37 39
FLANGE
FRAME MAX.
VENT
Dlo Q 16
MAX.
FIXED
DLO
22 �+— MAX.FIXED DLO VENT DLO 43
MAX.WIDTH(I.F.FRAME)
21 EXTERIOR SECTION A-A
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME)
24
8 22 21 41 22 PROnuce REVISED
2
W complyingeilh The Florida
RulldfngCodc 5, 1
Ac.".. No
12 24 8 EXTERIOR INTERIOR E PlrnllonDato
051�I
7 12 21 hi ado Produe co tro
7
EXTERIOR WTERIOR I 1
LYNN
42
SECTION C-C SILL HEAD
(VERTICA N�FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME)
LM. 6114/18 F NOCIWJOETHI93NEET °'ot9ot %`��C•, ST EOf
J.J. 10117/11 E NOCHANDETHIS SHEET fON?VENICE FrLLYI276a Ina
SECTIONS i��,�(4�',.... ..?.. `��j`\.
ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ',`5 O��NA��I��-�L`
JR. WO/11 D NOCHANOETHI88HEET PA.BQ%1628 p„c mk rt m.tonn w. /A.LYNN MIrcerL`P.E,
ori as NOKCMIB,FL3A271 V/slbly$etrer HR7f0 HD/f 5 r 11 4127-10 F P.E.060705
F.K. 1JZBM0 J.J. 32306
ANCHOR QUA TIMES,XO WOOS TABLE 6 NOTES:
1 8 TYPES A,8[QjH GLASS TYPES 0,DE,F.I.J,K.L
1.ANCHOR TYPES:
ANCHOR TY Z3.�WOOD' 2.CONC 1,CONO 2,3, ODI 2,CONO 1,COW 1-1/4'9LCOTAPCONS 2-1/4"ELOO884CRETE-FLEX 3-012STEEL SCREWS(06)
% NES ZONES ZONES I
&SUBSTRATE- zo d ZONES - ZONES 2.GLASS TYPES: A
WINDOW SIZEA.6/18°LAMI-(118"A,.090,1/$'A) FOR INSTALLATION IN THE HVHZ ABOVE 34
vi T) 0 2 1;04 B.6/16-LAMI-(1/6'A,.090,118'HS) FT,GLASS TYPES G-L SHALL HAVE A
o od od ou of ad C.611W LAW-(I/$'HIS,490.118'HS) TEMPERED I.G.GLASS CAP,BOTH THE DP AND
37.000x 38.375 1+02+1 2 1+02+11 2 11+02+1 2 1+G2+1 2 1+c2+1 2 1+02+1 2 D.7/iG'LAMI-(3/16-A..090,3116-A) ANCHOR QUANTITY REMAIN UNCHANGED,
E.7/16-LAMI-(3116"A490,3110'HS)
48.000 1+02+1 3 I+C2+11 3 11+02+1 3 1+02+1 3 1+132+1 3 1+C2+1 3 P.7/
8"S" M'
6
I-Clio;
1 (311
7 6
31 71
WLA ' 6"6'OR SPACE
�M
'-O�5�' A
50.625 1+02+1 3 1+C2+11 3 11+02+1 3 1 I+C2+1 3 I+C2+1 3 I+C2+i 3
H N C
�` 0 ma RR 0 8'SPACE,
I
54.00D I+C2+1 3 1+C2+1 3 1+C2+1 3 I+C2+1 3 1+C2+1 3 M M I "" ' "A{MIN* "6*0 R 'SPAC
— 1. 13116. M I 1 -1 -0 311 ' (M 1 )'6116.0 Sp
IG-I/-0 3118"A(MIN,),
3116.OR 14.SPACE,
ACE
60.ODO I+C2+1 3 1+03+1 3 I+C2+1 3 1+02+1 3 I+C3+1 3 1 IG . 1 0 / Sp IS
K.1311W LAM .1m OR V16-A(M N.'XI6- R 4. ACE 7/ - 1 3116
B3.00D 1+C2+1 3 L 13/16.�I 1 .11.0 3116. 1 .0 1 Sp C . I "1 (3/1
1+C3+1 3 I+C2+1 3 1+02+1 3 I+C3+1 3- 0 8 R A(MIN.),3116 R 14' A E 716 LAMI
74g."o—dox 30,373 1+C2+1 2 1772-71 2 1+—o2+1 2 1+02+1 2 1+02+1 2 1+02+1 2
3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
Qfb,0.0�,'1+02+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 I+C2+1 3 I+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+C2+1 3 I+C2+1- 3 -1+03+1 3 1+C2+1 3 1+C2+1 3 1+03*1 3 HEAD&SILL*10 1/2u MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
54.000 I+C2+1 3 1+02+11 3 1 1+C3+1. 3 1+C2+11 3 1+02+1. 3 1+C3+1 3 18 34'MAX.FROM CORNERS,
60.000 1+03+1 3 I+C2+11 3 11+03+1 3 11+C3+1 3 I+C2+11 3 11+03+1 3 JAMES: 9"MAX.FROM CORNERS AND 221!2°MAX D.C.
63.000 1+03+1 3 I+C2+1 3 I+C3+1 3 1 1+C3+1 3 1+02+11 3 11+03+1 3 TABLE KEY: 0 X
53.126x 38,375 I+02+1 2 1+02+1 2 1+02+1 2 11+C2+1. 2 1+02+1 2 11+02+1 2 12+C3+21 3 —ANCHOR QUANTITY PER JAMS
48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 11+02+1 3 1+02+1 3 I+C3+1 3
50.625 I+C2+1 3 I+C2+1 3 1+03+1 3 1+02+1 3 I+C2+1 3 3 HEAD AND SILL ANCHOR QUANTITIES
I+C3+i A CLUSTER OF(3)ANCHORS
54.000 1+03+1 3 1+C2+1 3 I+C3+1 3 1+03+1 3 1+02+1 3 1+03+1 3 CENTERED ON THE MEETING RAIL
60.000 I+C3+1 4 1+02+1 3 1+03+1 3 I+C3+1 4 1+02+1 3 I+C3+1 3 PLUS(2)ANCHORS AT OPERABLE
63.000 1+03+1 4 1+03+11 3 1 1+C4+1 3 1+03+1 4 1+133+1 3 1+04+1 3 VENT AND FIXED SECTION,(7)
60.000x 38.375 1+r,2+1 3 I+02+1 2 12+02+2 2 I+02+1 3 1+02+1 2 2+02+2 2 ANCHORS TOTAL AT HEAD AND SILL.
48.000 1+02+1 3 I+C2+1 3 12+03+2 3 _1+020, 3 I+C2+1 3 2403+2 3 (3"MIN.O.C.ANCHOR SPACING)
50,625 1+03+1 3 I+C2+1 3 12+C3+2 3 11+03+1 3 1+02+1 3 -2+C3+2 3 314"MAX.
54.000 1+03+1 4 I+C2+1 3 2+C3+2 3 1+03+1 4 1+020 3 12+03+2-3 --H F--3"MIN.
60.000 1+03+1 4 1+C3+1 3 2+04+2 4 1+03+1 4 1+03+1 3 12+C4+2 4
63.000 1+03+11 4 1+03+1 3 2+04+2 4 1+03+1 T 1+03+1 3 2+04+2 4 9.REF.
PRODucrREVISHID
66.000x 38.375 2+C2+2 3 I+C2+i 2 2+02+2 3 2+02+2 3 I+C2+1 2 2+02+2 3 T- "cunt lyli willithaRmitim
48.000 2+02+2 4 I+C2+1 3 2+03+2 3 2+02+2, 4 1+02+1 3 2+03+2 3 MTG,RAIL Btd 111
Ac '2'wo
60.625 2+U3+2 4 1+C2+11 3 12+03+2 3 12+03+2 4 1+02+1 3 2+03+2 3' EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS rix imtton Dat°
'54.000 2+03+2 4 I+C2+i 3 12+03+2 4 12+C3+2 4 1+02+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) 13Y
60.000 2+03+2 4 1+03+1 3 12+C4+2 4 12+03+2 4 1+03+1 3 12+C4+2 4 Mi a oproduct Atral
63,000 1+03+1 4 i+C3+1 3 2%,04+2 4 12+03+2 4 1+03+1 3 12+04+2 41
8 314"MAX.
74.000 x 38.376 2+02+2 3 2+C2+2 2 2+C2+2 3 12+02+2 3 2+C2+2 2 12+C2+2 3 112"TYP.
I r
48.000 2+03+2 4 2+C2+2 3 2+03+2 4 12+03+2, 4 2+02+2 3 2+03+2 4 D"REF. X, S
3 2+C3+2 4 12+C3+21 W-0 3
50.625 2+C3+2 4 2+02+2 4- 2+2 2+C3+2 4
54.000 2+03+2 4 2+C3+2 3 2+04+2 4 2+C3+21 4 2+03+2 3 2+04+2 4
MTG, 0
811000 2+C3+2 4 1+03+1 3 2+0,4+2 4 2+03+21 6 2+03+2 3 2+C4+2 T MTG.RAIL No 687 5
610 .2+03+2, 4 1 I+C3+11 3 12+C4+2 4 2+04+21 5 2+03:i�2 4 2404+2 6 EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS I - -
NO CHANGE THIS SHEET
_J1070TECKNOLOGYDRIVE A ws
AaLnEt
F
L SPA(ZING,OK AND XO WINDO
N.VENICE.FL 34273
NOCHANGETWSHUST TEK
ALUM.HORIZONTAL ROLLER WINDOW, tmvat"r
lit ADDED IG CAP TO 857EWPOZED 'Japmem N."j6-48g7"029
v�W' L 34274 wily Ka., P.E.
FX. maw 412; P.E.0 5870
13/4"MIN.E.D.TYP, NOTES:
MIN.3.4 KSI j M BUCK. 1,FOR CONCRETE APPLICATIONS IN MU\MI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED 114"ELCO
CONCRETE*SHIM
MIN,EDGE0�N TE 3 3M TAPCONS EMBEDED 13f8"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 13/4"MIN..MINIMUM DISTANCE FROM
MIN. ANCHOR TO CONCRETE EDGE IS 1 314", FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD,
NOTE1
1x WOOD — 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 912 STEEL SCREWS(GS)OR 1/4"SS4 CRETE-FLEX WITH
SUCK, #12 TRIMFIT HEAD,
NOTE33.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
/� rLB
4" THAN 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
AX. CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 12"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
I WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION,
CONCREWOOD
ANCHOR, A OR, 4,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6563-T6 AND A MINIMUM
NOTE 1 DETAIL A NO OF 118"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"
,,SH ,•� 6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
1 318° 114"MAX.SHIM 1 1/4"MIN, DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
MIN. I I (1,5 KSI CMU)
!• c OR 2-12"MIN,EMBEDMENT
r•'• PER NOTE 1
KSI CONCRETE)
{ WOOD CONCRETE
ANCHOR, i ANCHOR,
NOTE 2 NOTE 1 ; 13/4' EXTERIOR INTERIOR
EDGE • ' °• MIN.E.D (HEAD&SILL DETAILS A B,C.p, &H)
TYP.
2x�BUCK, % lx WOOD BUCK,NOTE 3 SEE NAILING
DETAIL F JAMB DETAILS E.F&I)INTERIO 6/B'MIN.EDGE
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 5f6"MIN.
CONCRETE WOOD V DETAIL H (HEAD)
ANCHOR, ANCHOR,
NOTE 1 NOTE 2 NAILING
.131 DIA.MIN,x 212"NAIL
AT CORNERS AND 6"O,C, PRODUCP REVISED
TYPICAL DETAILS G,H&1, Q oscomplyingwidLlhoFlotlda
C Building Coda'
1/4" 1/4" AcccploncaTols•O$I �Oq,
plmdouDalo 2
MAX. MAX, py
SHIM SHIM �� /8"MIN.EDGE Diu Dodgftdacl ntra
° SEE O
1' NAILING
NO El •''° 1316"MIN. _
+r•,
..I ,914"MIN. 2-12'MIN, SEE NAILING `r�r ONV LYNN
MIN.3,4 KS r E,D,TYP. . IN•9bGE �� ����'r�,•'`�l;EN3C'•�`ff ��
CONCRETE 2x WOOD �'M
DETAIL C BUCK, DETAIL D 2-12"MIN,EMBED
NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) Na.5575�Sf .c
5
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS SIAT
IS
NMyfv: o"wte+" � )''•
LM. Ni4/16 F CORRECT OPTIONAL BUCKNOTETOINCLUDECMU ANCHORAGE DETAILS %'�` ''• /'LDRS�P •'' ��`
Iom7EOINOLOGYDaNe !,
J.J. 10/17/11 E NOCHANOETHISSHEET N.VENICE,FL34asiS'/D,'...••`��C>
AR,' 0/10/11 D NOCHANOETHIS SHEET P.O.BQx1520 � ALUM.HORIZONTAL ROLLER WINDOW IMPACT /1j����NIA1�1.``�;,
p"°„ q,a p, NOKOMIS.FL 34274 volbfy Hotter 'A.LYNr✓I�AII W P.E.
F.K. 240!00 J.J. 3/19/08 HRTtO He/f 11 a 11 4127-10 F P.Estams