HomeMy WebLinkAboutProduct Approval (3) M IAM 1-DADE MIAMI-DARE COUNTY
e 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 ( TOA)T� ,�,. nivw.miamidade.Qov/economv
PGT Industries,Inc. In am tn3 �"_tz'"V I'M fix) ` ;
1070 Technology Drive C C t � � "UNCE
�
North Venice,FL 34275 1pa1
SCOPE: STSWi -MCI COUNTY
This NOA is being issued under the applicable rules regu ations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
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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 A 4J (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 £ails 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"PW-5440"PVC Fixed Window--N.I. File Copy
APPROVAL DOCUMENT:Drawing No.MD-5440.0 titled"Vinyl Fixed Casement Window NOA(NI)",
sheets 1 through 11 of 11, dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None
LABELING: Each unit shall bear a permanent label with the manufacturer's name 'or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product,
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0714.20 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 Jorge M.Plasencia,P.E.
NOA No. 17-0614.07
MIAMI-DAD;caura rr Expiration Date: September 24,2020
® j v�o3�t? Approval Date: October 12,2011
Page 1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: E`71DENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-0415.02)
2. Drawing No. MD-5440.0 titled"Vinyl Fixed Casement Window NOA (NI)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
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B. TESTS
j 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, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL
j EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0714.20)
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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
j along with marked-up drawings and installation diagram of a series 5520/5420 PVC
fixed windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted tinder NOA No. 15-0415.01)
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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5540/5440 PVC
casement picture windows,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No. FTL-8128, dated 02/10/15,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-0415.01)
Jorge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No.17-0614.07
Expiration Date: September 24,2020
Approval Date: October 12,2017
E-1
PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONT1MTED)
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
f 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 5540/5440 vinyl
fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-041 S.01)
5. Additional,Reference test report FTL-8183 per TAS 201,202&203-94,issued by
Fenestration Testing Laboratory,Inc.
(Submitted under NOA No. I5--0415.01)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014) and FBC-6'Edition (2017), dated 09/15/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
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D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA,
for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
08/10/17, expiring on 02/28/18.
2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20,
3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 09/15/16, expiring on 04/16/20.
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Jorge M.Plasencia,P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0614.07
Expiration Date: September 24,2020
Approval Date: October 12,2017
E-2
PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
{ 1. Statement letter of conformance to FBC-5tti Edition(2014)and FBC-6th Edition
j (2017), dated 08/29/17, issued by manufacturer,signed and sealed by Anthony Lynn
Miller,P.E.
1 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda, P.E.
4. Proposal issued by the Product Control Section, dated 09/29/14 and revised on
10/15/14, signed by Jaime D. Gascon,P.E.
(Submitted under previous NOA No. 15-0,415.02)
G. OTHERS
1. Notice of Acceptance No. 16-0714.20,issued to PGT Industries,Inc. for their Series
"PW-5440"Vinyl Fixed Windows—Non-Impact, approved on 09/01/16 and expiring
on 09/24/20.
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orge M.Plasencia,P.E.
Pro et Control Unit Supervisor
NOA No. 17-0614.07
Expiration Date: September 24,2020
Approval Date: October 12,2017
E-3
TABLE 1:
Glass Table Shoot WINDOW FRAMES MAY BE ANY OFTHOSE SHOWN BELOW:
Type Description it #
1 7/8'I.G.:1/8'A Exterior Cap+5/8'Air Space+11W A 4 a •A•=ANNEALED �o
2 7/8"I.G.:1/8"T Exterior Cap+5/8'Air Space+1/8"T 5 8 '1'=TEMPERED
3 7/8'I.G.:3/16'A Exterior Cap+1/2'Air Space+3116"A 6. 9 0 0
4 7/8"I.G.:3118'T Exterior Cap+1IV Air Space+3/16'T 7 9 ❑ a BOX OR a
EQUAL 5 1"I.G.:1/4•A Exterior Cep+117 Air Space+114"A 8 10 LLE
6 1"I.G.:1/4'T Exterior Cap+112"Air Space+114"T 9 10 FLANGE
2 4
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Group Anchor Substrate Min.
Edge Distance Embedment*N •MIN.OF 3 THREADS
BEYOND THE METAL
P.T.Southern Pine(SG=0.55) 7/1E' 1 0" SUBSTRATE.
#10 SMS Steel,A36' 3/8' 0.050" 0
(Steel,1"S.S. VALUES
CMU"
Steel Stud,A653 Gr.33' 3!8" 0.0451°(18 Ga.) VALUES MAYBE J-CHANNEL a INTEGRAL Q
A or 410 S.S.) Aluminum,606&45' 318' 0.05W USED FOR GROUTED FIN
P.T.Southern Pine(SG=0.55) 7/16" 1-3/8' CMU APPLICATIONS.
3/16'steel Ultracon Concrete(min.2.86 ksl) 1" 13/a°
Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4• o
P.T.Southern Pine(SG=0.55) 9/16" 1-W 1 3 PRODUCT REVISED
SMS as complying with the Florida
#12
(steel, SM S.S. Steel,A36• 3/6' 0.05V Building Code
Steel Stud,A653 Gr.33' 318" 0.D451"(18 Ga.) NOA-no. 17-0614.07
6 Aluminum,6063-T5' 3/8' 0.063"
or 410 S.S.) NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11 Expiration Date 09/24/2020
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" I V8• By
1/4°steel CreteAex P.T.Southern Pine(SG=0.55) 1" 1�/8• ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THESHAPE INABLOCK(SEE EXAMPLES Miam' o Produet ConVol
BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-9,SHEETS B-10.
114"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-/8' LONG LONG LONG SHORT
Concrete(min.2.85 ksl) 1" 1.314" I— SIDE = f---SIDE- SIDE SIDE )
1/4'steel Ultracon —— — —— ——— r— —
C Unglouted CMU,(ASTM C-90) 2-1/2" 1-1/4' T
1/4"steel Creteflex Concrete(min.3.35 ksi) V 1 V4" I w �w W p
1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2° 1-V4" zti =h ;r =y r�
1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2' 1 V4"
D Urlgrouted CMU,(ASTM C-90) 2-1/2° 1-114" J 1
Concrete min.3.275 ksi 1-1/2' 1�/8" LONG LONG LONG LONG LONG o NO CHANGES THIS SHEET.
1/4"sisal Aggre Gator E SIDE I f~ SIDE 'i SIDE •I f SIDE "( { SIDE �I o
Grouted CMU,(AS-IM C-90) 2 2" r——— r— — ( ——— r— — r
T T T T� i T
FI OGI � I I ~ 1
!=qN Y Ny (qN r=j1N U=ly K
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 1 11
Min.Edge Min. 1 1 1 L— —J 1 L J
Group Anchor Substrate Distance Embedment ``1LYNIV
1111
�ONL0Elii /
E 2-1/2°x.131°Gammon Nail P.T.Southern Pine(SG=.55) 3/8" 2.7/16° �`
2-112'Ring-shank Rcoling Nail P.T.SWtlem Pine(SG=.55) 3/9" 2-7/16' N.V TECHNOLOGY DRIVE 1 =�;
Material Min.Fr Min.F. N.VENICE,FL 34275 � Q; '•••�
P.T.Seutl-em Pine(SG=.55) 112' 1-3/8' Steel Scrav 92ks1 120 ksi No.56705
#10TrlsstxadSMS (941)480-1600
Aluminum,6063.75• 3/6" 0.050" 1B-B Screw BO ksi 95 ksi _ _
(steel,18-8 S 4108crew 90 ksi 110 ksi
.S.
or410S.S.) Steel Stud,Gr.33' NS" 0.0451"(18 Go.) COPYRIGHT02017 PGTINDUSTRIES.INC- �`
F Steel,A36' 3r6" 0.05D° Ek:o AggmGelorO 57 ksi 96 ksi CERT.OF AUTH.#29296 ALL RIGHTS RESERVE
'MIN.OF 3 FJco UltreColle 155 ksi 177 ks€ ••'.
P.7 Southern Pine(SG=.55) 9/16' 1-3/8" THREADS 410-SS E1ce CrdeFIar® 127.4 ksi 189.7 ksi F VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9!e/14 %�'�F'•...........toRID -•'G���
#12SMS Aluminum,8063-T5' 3/8" 0.083° BEYOND 8083TSAarminun 18 ksi 72 ks1 �istS/ C�
(steel,1&8 S.S. Steel stud,Gr.33' 3/8" 0.050' THE A36 Steel 38ks 58 ksl o GLASS/ANCHORS/FRAME OPTIONS ern^ J ROSOWSKI '�,,ONA�1E��`
or 410 S.S.) METAL Gr.33 Steel Stud 33k 45 ksi
Steel,A3V 3/8" 0.050" SUBSTRATE. = `o A LYNN MILLER Pa
m PW-5440 NTS n 2 OF 11 z MD-5440.0 B p,FJi 58705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET.
ANCHORED THROUGH EDGE DISTANCE 114•MAX• EMBEDMENT
FRAME INTO C W000 SHIM 114"MAX'
FRAME OR2B HIS SHEE 2 4 SHIM,
SEE NOTE 2,THIS SHEET. f'�
EDGE '•:v (fir--I EDGE
FLANGE EMBEDMENT DISTANCE I---� DISTANCE
FRAME
SHOWN 1'THICKI.G.
TYP,ANCHOR TYPE, D Q l I - TYp,ANCHOR TYPE,
EMBEDMENT AND EDGE DI —EDGE
DISTANCE
TYP.P.ANCHOR X.SHIM HOR TYPE, STANCE PER E E
2 SUBSTRATE, SUBSTRATES PER
EMBEDMENT AND EDGE DISTANCE PER SEE TABLE 2,SHEET 2, TABLE 2,SHEET 2.
SUBSTRATE,SEE �.•'O�� 7/8'THICK I.G. :==3
.
TABLE 2,SHEET 2,
,FLANGE EXTERIOR VISIBLE LIGHT WIDTH -a� 7
S a S FRAME EQUAL- .
NOTES: SHOWN V LEG/BOX
BUCK WIDTH SHOWN FRAME
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
718"THICK I.G. OPTION SHOWN MAY BE USED ON ANY SIDE OF THE PRODUCT REVISED
WINDOW. —complying with the Florida
DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, Building Code
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2 NOA-No. 17-0614.07
BUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 114•py
HEIGHT LIGHT SHIM ItaGon Data 09/24/2020
1-1/2'THICK ARE TO BE CONSIDERED 1X
Y
HEIGHT INSTALLATIONS.IXD DIRECTLY
BUCKS ARE OPTIONAL O #10 OR 912 STEEL 1/4'MAX.SHIM g ---�
UNIT IS INSTALLED DIRECTLY-1 SUBSTRATE.WORD S LE(G5H SEE Nuam da Product control
BUCKS DEPICTED AS 2X ARE 1-112"THICK OR TABLE 2,SHEET 2.
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O �O
DESIGNED AND SECURED TO PROPERLY TRANSFER
1'THICK LG, LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED Q Q
O TO AS DAYLIGHT OPENING)IS MEASURED FROM D�
BEADING TO BEADING, FLANGE EQUAL
FRAME LEGB E RAME SHOWN F
TYP NO CHANGES THIS SHEET.
TYP.ANCHORE, SHOWN
EXTERIOR EMBEDMENTAND C==) EXTERIOR :5
4 EDGE DISTANCE PER SUBSTRATE,SEE INSTALLATION INSTALLATION
EQUAL- TABLE 2,SHEET2. OPTIONGHFRAME
OPTION 4
LEGBOX � ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL
SHOWNE �va•MAx.sHIM ,,``�pNYLYNN
1070 TECHNOLOGY DRIVE ��'' �ICENSFil�F
N.VENICE,FL 34275
Tj
(941)-480-1600
EMBEDMENT
INSTALLATION ® COPYRIGHT02017 PGTINDUSTRIES,INC2
VISIBLE LIGHT FORMULAS CERT.OF AUTH.#29296 ALL RIGHTS RESERVED O' TSTAWl:•�k�`
OPTION 2 WIDTH:BUCK WIDTH-6 314' 9 �� ......FLO IDP,
ANCHOREOTHROUGH EDGE DISTANCE HEIGHT,BUCK HEIGHT-63/4' E; VINYL FED CASEMENT WINDOW NOA(NI) 0 9!9/14 �i�SS "' C1G,��
FRAME DIRECTLY INTO VERTICAL SECTION BB " FLANGE&EQUAL-LEGIBOX FRAMES o� J ROSOWSK
- I ��/�0NALI��
CONCRETEICMU. a o`
PW-5440 y TUTS t 3 OF 11 i MD-5440.0 B A LYIPWE MILLER,RE
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
1!4"MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1!4°MAX.SHIM
INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR SUCKSTRIP. I+ EDGE DISTANCE
ANCHOREDTHROUGH FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2X WOOD EMBEDMENT O NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE
NOTE 2,THIS SHEET. EDGE 1 3
EDGEDISTANCE DISTANCE 5
OQ
J SHANNEL
OWN a
S � 1'THICK I.G. O
1/4'MAX.SHIM TYP,ANCHOR EMBEDMENT
EMBEDMENT D��
1 a AND ANCHOR TYPE,EMBEDMENT AND EDGE IL-�\
AND EDGE DISTANCE PER DISTANCE PER
O SUBSTRATE,SEE TABLE 3.SHEET 2. SUBSTRATE, o TYP.ANCHOR TYPE,
(NAIL SHOWN) SEE TABLE2, INTEGRAL� 7/8'THICK I.G. FIN DISTANCE
PER SUBSTRATE
SHEET 2. DISTANCE PER SUBSTRATE.
o FRAME 7 SHOWN SEE TABLE 3,SHEET 2.
' J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH (NAIL SHOWN)
6 a FRAME V SHOWN V
NOTES: BUCK WIDTH
HORIZONTAL SECTION C-C
1)USE ONLY SUBSTRATE-APPROPRIATE
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
718'THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. PRODUCT REVISED
LIMITS.ANY INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. as complying with the Florida
BE USED ON ANY SIDE OF THE WINDOW. Building Code
NOA-No. 77-0614.07
2)MASONRY ANCHORS MAY BE USED INTO WOOD Expiration Date /24/2020
BUCK VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS '
HEIGHT LIGHT THAN 1-112'THICK ARE TO BE CONSIDERED 1X #10 OR#12 STEEL 1/4"MAX BY
HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 1/4'MAX.SHIM SMS(G5),SEE SHIM Mlamrpa Product Control
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. TABLES 2&3,
WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK SHEET2. QD
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL
Q
1'THICK I.G. SHALL DE DESIGNED AND SECURED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE WOOD Q
BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD. D�0
0 � 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO FININ AN
REFERRED TO AS DAYLIGHT OPENING)IS FLANGE MAY BE NO CHANGES THIS SHEET.
MEASURED FROM BEADING 70 BEADING. REMOVED IN•FlELD
3
INTEGRAL FIN EXTERIOR .-
EXTERIOR FRAME SHOWN fl_
a INSTALLATION OPTION 7 v INSTALLATION OPTION 8
INTEGRAL INSTALLATION THROUGH THE INTEGRAL FIN. INSTALLATION THROUGH THE FRAME, vrrtt
FIN 114'❑ M. INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE Z SHEET 2. \" 1 K LYRE
FRAME `����o.........!
SHI
SHOWN. o 1070 TECHNOLOGY DRIVE
�'�•.'' L10ENSF••.l�
N.VENICE,FL 34276
�.: No.58705
EDGE VISIBLE LIGHT FORMULAS (941)-480.1600 _
INSTALLATION DISTANCE - -
WIDTH:BUCK WIDTH-63/a"
OPTION HEIGHT:BUCK HEIGHT-6-3/4' ® COPYRIGHT 62017 FGT INDUSTRIES,INC. -� �yI—
ANCHOREDTHROUGH CERT.OF At #29296 ALL RIGHTS RESERVED p E /
INTEGRAL FIN INTO 2X
�O,n'•, TE F
euc SK TRIDP FRAME NOTE 2, VINYL FIXED CASEMENT WINDOW NOA{NI) g 9!9/14 %,tnS�i��oRIDNG`�:
+{ EMBEDMENT
THIS SHEET. AND EDGE DISTANCE MB DMENT 8 J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI �!7l� AL j j11`
VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. _
(SCREW SHOWN) PW-5440 h NTS y 4 OF 11 o z° MD-5440.0 z B A L P,F MILLER P.E
� .E#68706
ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT MWO)
TO-FIXED CASEMENT(00) (FLANGE FRAME WITH DIFFERENT 5440 SERIES PRODUCTS COMBINED) 5440 SERIES
(EQUAL LEGBOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING
A=63'MAX.FOR FIXED CASEMENT WINDOW
A)INDIVIDUAL A)INDIVIDUAL A=40"MAX.FORCASEMENT B)COMBINED (SILL)
COMPONENTS: A=60"MAX.FOR AWNING COMPONENTS:
5440 SERIES FIXED CASEMENT COMPONENTS: VERTICAL _ SHALLOW,FLUSH CAP
FRAME ASSEMBLY TUBE/MULL 5440 SERIES I SECTION F-F
AWNING 1 FRAME ASSEMBLY
WINDOW
e - WINDOW �/\ Lam___ A �I TUBEIMULL
6440 SERIES 1 ANCHOR
FIXED CASEMENT FRAME / \ 4�MAX. SEE 5440 SERIES
ASSEMBLY /\ WINDOWS CASEMENT
TUBE/MULL F-�- \ APPROVAL WINDOW
4'MAX. FOR ANCHOR (HEAD)
INFO
MAXIMUM DESIGN
PRESSURE WHEN 5440 SERIES \\ �. 127-114'MAX w \\ 127-1/4'MAX.
--- USING THE FRAME CASEMENT \ \
ASSEMBLY TUBEIMULL, WINDOW 84"MAX ADDITIONAL MULLION
SEE NOTE 2: �/ �/ ANCHOR SEE NOTE 3,
cp THIS SHEET
70.0 PSF i i
G` —
FRAME -
ASSEMBLY EXTERIOR 5440
B)COMBINED TUBE/MULL �G�--- Ii a WINDOW(ELL CASEMENT
COMPONENTS: 8'MAX,SEE NOTE 3,THIS SHEET �
4"MAX ADDITIONAL MULLION ANCHOR 6440 SERIES PRODUCT REVISED
4,14A)C _� SEE NOTE 3,THIS SHEET FIXED CASEMENT a as compying with the Florida
WINDOW 6"MAX VERTICAL Building Code
WINDOW SEE V MAXTE , SECTION G-G NOA-No. '17-06'14.07
ANCHOR THIS SHEET Expiration Date 0 9/2 412 02 0
E E 'UNDER SEPARATE APPROVAL Mlam ad roduct Control
63"MAX
FRAME ASSEMBLY TUBE/MULL NOTES,ALSO SEE NEXT SHEET: FRAME ASSEM LL LY
1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME SEE WINDOWS APPROVAL
TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,TYPE,SHAPE•QUANTITY FOR ANCHORINFO
AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE
GUIDELINES OF THIS SHEET. SHALLOW,
�-- 5440 SERIES FLUSH
127-1/4"MAX.
Y� 2)ANY 5440-SERIES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER FIXED CASEMENT CAP
SEPARATE APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME WINDOW(HEAD)
ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMITSHOWN. NO CHANGES THIS SHEET.
C)HORIZONTAL FOR ALL WINDOWS IN THE ASSEMBLY,USE EACH WINDOWS INDIVIDUAL APPROVAL FOR
SECTION E-E: ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN
SHALLOW,FLUSH CAP PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE
5440 SERIES 5440 SERIES ASSEMBLY.
FIXED
FIXED CASEMENT o CASEMENT 3)FOR ALL COMBINA7ION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED
WINDOW WINDOW - TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET,ON EACH
FRAMES.SIDE
THE
OR FIN OR J-CHANNEL FRAMES A OTT ONAE ASSEMBLY TUBE/MULL WHEN LIANC ORS G FLANGEAN END CAPS ARE \�.�`�ONY LYNN/AA'��'z,,
REQUIRED AS SHOWN ON SHEET 6. ♦ �:,. LICENSF;.7/�`���
1070 TECHNOLOGY DRIVE
4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY
TUBE TO BE N.VENICE,FL 34275 •;�`1J
FRAME ASSEMBLY TUBEIMULL MIN.#10 X 3/4-SMS @ 1T FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.010 X 3/W SHEET METAL (941)-480-1600 * NO.58705
MAX O.C.THROUGH SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION =
DEEP,FLUSH CAP INSTALLATION HOLES,SEE ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 17'MAX.O.C.,ADD ADDITIONAL ® __
EXTERIOR COPYRIGHT02017 PGTINOUSTRIES,INC.
SEE SHEET 6 FOR FRAME n WINDOWS APPROVAL FOR ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CUPPED CERT.OFAL #29296 ALL RIGHTS RESERVED / -
ASSEMBLYTUBE/MULU11 \J ANCHOR INFO. TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER �O�'., S7 F :'�ojI
DETAILS 5)THEFRAMEASSEMBLYTUBE/MULLMAYNOTEXCEED63'INLENGTHORBEuseDIN VINYL-FIXED CASEMENT WINDOW NOA(NI) 0 9/9114 %�tCsS.......nP,,••G���
TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY NOT EXCEED ATOTAL
OF 127-114•IN WIDTH OR HEIGHT,FROM WINDOW SUCK TO WINDOW BUCK INCLUDING FRAME ASSEMBLY TUBE DETAILS A Q J ROSOWSKI 'i,/�NAL
o` ooil I
THE FRAME ASSEMBLY TUBE/MULL WIDTH. m
N PW 5440 NTS t 5 OF 11z MD-5440.0 B A LYNN MILLER,P E.
P.E.#58705
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLYTUBE/MULL.FOR
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED.TUBE
MULLION UNDER SEPARATE APPROVAL.
1-1w
END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127-1/4'MAX
WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR 127-1/4'MAX. 63'MAX -►I
BEE NOTE 2,SHEET SILICONE 7ADOTNONAI GROUP FANCHORS. -7T' I I
•- O •C • • • 000 O:J • f7 MAX, 127-1/4"F FayED 7Ti�i
------- MAX L P/
FU(EO FIXED FIXED FIXID
127-1/4"MAX. FI%ED 127-1/4"
2 OR MORE WINDOWS WITH VERTICAL Mom,
FRAME ASSEMBLY TUBEIMULL. 255-3/4'
(4 WINDOWS MAX.) 1.1/4" MAX.
1 MAX.
" Fl%ED
EXTERIOR Fes— 127-0/4'MAX MAX,
i F0a_D
I L1` MAX 2 0R MOREH WINDOWS HORIZONTAL
FRAME
FIXED
X �/ MAX.)WITH HORIZONTAL FRAME
I I ASSEMBLY TUBEIMULL.
AWN.- CASEMESEME NT AWN.'
�-r-- 127.1/4"MAX
�- 2553ra"MAX.
2OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED
SIDE VIEW ASSEMBLY TUBEIMUIL VARIOUS WINDOW Budd mBplying with the Florida
TYPES AND SIZES(4 WINDOWS MAX.) NOA-No.CCootdl 17-0614.07
A=63'MAX.FOR FIXED CASEMENT Expiration Date 09/24/2020
r A=40'MAX FOR CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLY TUBE/MULL I A=60'MAXFORAWNING By
FRONT VIEW A MTaM Praduet Control
1)APPLIES TO FIN OR LCHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: ('
2)REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE REFER TO SHEET 5 FORTHROUGH-FRAME 'UNDER
ANCHORAGE AND THIS SHEET 1�cgSE SEPARATE
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEETS. FOR NAIL FIN ANCHORAGE DETAILS APPROVAL
TYP.AT ALL FRAME ASSEMBLY TUBE ENDS
4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14-. BOTH HORIZONTAL AND VERTICAL 127-1/4" 2553/4"
MAX MAX
,/ 127.1/4'
/C&sE' MAX. NO CHANGES THIS SHEET.
-
z
2 OR MORE WINDOWS(4 WINDOWS MAX)WITH
1.874" .221' REMOVE FOR HORIZONTAL FRAME ASSEMBLY TUBEIMULL
I VARIOUS WINDOW TYPES AND SIZES.
1.874' -�-j� FIN APPLICATIONS NY LY/1/N
.100' 3.2517. �• .627' I— 'tao'uCEN,gF
.060" — 1.a4o' 1070 TECHNOLOGY DRIVE ?-
.050' .055' N.VENICE,FL 34275 '•�
91 SHALLOW,FLUSH ODEEP,FLUSH (941)-460-1600 =* No.587U5 '-:
CAP,PVC CAP,PVC fi64"
EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. 93 FRAME ASSEMBLY TUBE ®�-- jCOPYRIGHT 02017 PGT INDUSTRIES,wc. %13 11717.
;�IrEND CAP,PVC CERT.OF AUTH.Y.29296 ALL RIGHiS RESERVED �0 wFRAME ASSEMBLY `
90 TUBE,ALUM6WST5 u VINYL FIXED CASEMENT WINDOW NOA(NI) a 9/9/14 '��DRIDP'-
o FRAME ASSEMBLY TUBE DETAILS B o�t J ROSOWSKI
P W-5440 - NTS h 6 OF 11 c z MD-5440.0 B A.LYNN MttlER,P.E
P.E#58705
I
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0614.07
Expiration Date 9/24/2020
By
IYllaml-Da roduet Control
7/8`NOM. 7/8"NOM. -+{ 7/8'NOM. 718"NOM.
1/8"A_GLASS I 1/8"T GLASS I 3116"_A GLASS I 3/16"T GLASS
5/8"AIR SPACE 5/8"AfR SPACE 1/2"AIR SPACE 1/2"AIR SPACE
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS NO CHANGES THIS SHEET.
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
80.83 80-83 80.63 80.83 �
m
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 >
rn O o
(4 N z m a/oo w
Q M F.T C. L9
Oo S
Q J Q
tg O
Z ll. Ip n rS umo/0
a
W V CD
®� Z 'oN
1'NOM. -►{ 1`NOM. 0
-►{ ~o>q' ¢ O �ma
I fl _
1/2'NOM.GLASS Z w u Z LL
1/4"A GLASS 1/4"TGLASS 8o-83 81TETYP. F O
1/2"AIR SPACE 1/2"AIR SPACE Z
1/4"A GLASS 1/4"T GLASS-, 6 7 a 74 g, LLI
M la"vs
® w Cl)
a EXTERIOR <2EXTERIOR Q J F--
Q ¢ Z
F
80.83 80-83 78 t W (3 "Iws
0
IIInnIIIIII O LL z
EXTERIOR a�V U Z IL
GLASS TYPE 5 GLASS TYPE 6 a � > a
aIl!t 'osap sauas
LYAI
0
^ ` ?O.L C N3`c M'`�tC i
TYP.GLAZING DETAIL No.58705 '
ST.
GLAZING NOTES: /s TONAL
fit
`A'=ANNEALED
'r=TEMPERED A LYNN MILLER,P.E.
P.E#58708
PRODUCT REVISED
TABLE 4: as complying with the Florida
Window Design Pressure,(+/-psf) 0sB this tab a No"ocoao
for Glsa 1 17-0614.07
1/8"A Cap-Airspace-118"A TyP°: T Expiration Date 0912412020
Wndow Long Side(in) TABLE DIMENSIONS MAYBE Ii
51.Q5 54 56 58 62 84 68 72 76 80 84 87 ORIENTED VERTICALLY OR
Dimensions HORIZONTALLY AS SHOWN. Miami-Dad roduct Control
18 +ew-93.7 +80/4)Z6 +80/-91.9 +80/51.3 +801-90.3 +80/-89.8 +80158.9 +801438.2 +801.87.5 +80/-86.9 +801-86.4 +801.86.1 LONG
20 +80/-86.4 +801-65.2 +80/-84.5 +80/-83.5 +BOI-80.6 +/-79.4 +/-77 +/-75.2 +/-74 +/-73.1 +/_722 +1-71.5 SIDE
22 +W-80.3 +/-752 +/-73.3 +/-71.5 +/-68.4 +/$7 +/-64.4 +/-625 +/-60.7 +/-59.2 +/-58 +/-57.1 LONG SIDE
24 +/-75.6 +/-71,3 +1.88.2 +1-65.7 +/-60.7 +/-58.5 +/-55.3 +153.1 +/-51.1 +/.49.7 +/-48.2 +/-47.3
26 +1-71.7 +/-70.2 +/-67 463.5 +/56.7 +154.7 +/-50.9 +1-47.7 +1-45.5 +/-43.7 +/-42-3 +/_41.2 SHORT.
28 +/-68.3 +1-67 +1-66.1 +153.5 +/56.3 +1-54 +/_49.5 +/-45.5 +/-028 +1-40.3 +/-38 +/57.1 SIDE
30 +/.65.6 +/54.1 +14M2 +/-624 +/-56.9 +/54.4 +149.7 +1-45A +1.42.1 +/58.9 +156.4 � SHORT
5 � SIDE
32 +1-53.2 +151.7 +150.8 +/59.9 +157.8 4154.9 +/-50.2 +1-45.9 +/-425 +/58.9 NO CHANGES THIS SHEET,
$FO 34 +/-61.2 +159.6 +/58.6 +1-57.8 +/56.3 +/55.1 +/50.8 +1-06.4 +/-03.2
36 +/-59.6 +/57.9 +156.8 +1-55.9 +1-54.4 +/-53.7 +/-50.8 +146.6 LONG SIDE -� f
38 +/-58.2 +/-56A +/55.3 +I-54.3 +IS2.7 +/52 0.49.5 T-
40 +/57.1 +/55.1 +/54 +/S3 +/-51.3 +/50.5 SHORT 6/ LONG
42 +1-58.2 +/54.1 +152.9 +/51.8 +/50 MAX.0.C.SPACING IF ANCHORING MAX O.0 SPAD NG IF ANCHORING SIDE SIDE m
THROUGH THE FRAME PER SHEETS3&4 THROUGHTHE INTEGRAL FIN PER SHEET4 W
44 +/-55.5 +/53.3 +/-52 +1-50.8 U1 fA q -�aa
46 +/54.9 +/526 +/51.1 AP PUESTOA,B,CORDANOIORS APPLIES TO E OR F AN04ORS 0_
48 +/53.5 +1-50.8 (SEETABLE2) (SEETABLE3) L---j I d I }n
51.05 +/-50.8 ss• 4 _ SHORT I -- O
Tl f m
SIDE Q o Z Rg
Z LL CD S Q x°.O
7-Lj
TABLE5: ' U1Z.0 Z u
Window Design Pressure,(+/-psf) Ik°Ihe labb ~o W 0O 9A0
fm Glass 2 C>m Z Q
1/8°T Cap-Airspace-1/8"T Typo: z" 8 3 w LL
Window Lang Side On) -j O
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 Be ~ M oo
z
LU
32 +801.98.2 +80/-96.6 +801-95.6 +801-94.7 +80153.9 +80/52.4 +80/-91.4 +801.90.5 +601-89.5 +W-88.7 +80/-87.7 +80/56.7 +80688.4
:E W
34 +601-94.5 +W-92B +801-91.8 +80f-90.9 +80/-90 +80/-88.5 +801-87.5 +8W-B6.6 +601.85.5 +801.84.7 +807-83.6 +BOR2.6 +80/4823 ® W 0'
36 +801-91.4 +80/-89.6 +00/-88.5 +801-87.6 +801-86.7 +80155,1 +801-84 +W-83.1 +801-81.9 +801-81-2 +/-80 +1-79 +1-78.7 a y Z
U
38 +80/-BB.6 +80/-867 +80/-85.5 +8U-84.6 +801-83.7 +80/52.1 +801-81 +/50 +1-78.8 +/-78 +/-76.9 +/-75.8 Q p LuLij g ,--s
40 +80/85.3 +80/-84.3 +80/-83.1 +W-BZ1 +60f-81.1 +/-79.4' +/-78.3 +1-'7,3 +/-76 +/-75.2 +/-74
42 +801-84.2 +80/-821 +80/-80.9 +/-79.8 +/-78.8 +/-77 +/-75.9 +/-74.8 +1-73.6 +1-72.7 O z
m 44 +80/-824 +801-80.3 +1.79 +1-77.9 +/-76.8 +1-75 +I-73.7 +1-72.7 +/-71.4 Z to LU
?�
a
y 46 +801-80.9 +/-78.6 +1-77.3 +4-76.1 +/-75 +/-73.1 +/-71.8 +/-70.7 j p D-
0 48 +1-79.7 +/-77.3 +/-75.9 +/-74.6 +/-73.5 +/-71.5 +/-70.1 anY ns°O s°ua5
z
N 50 +/-78,8 +1-78.1 +1-74.8 +1.73.3 +/-721 +/-70 ``t l 1 I I I I r
52 +1-77. +/-75.1 +/-73Z5 +1-722 +/-70.9 THROUHTHEP FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FNPER SHEE74 NOTES: ` YLYIVN��i,,�,
= F •-��i
ry4 +)-77.1 +1-74.2 +1-726 +/.71.2 1)BUCK DIMENSIONS SHOWN. � �'•' JCENS ��
56 +/-76.6 +/-73.6 +1-71.9 APPUESTO%COROANCHDRS APPLIESTO FANCHORS
58 +/-78.3 +/-73.1 (SEETABLE 2) ISEETABLE3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _* NO.Sam *^
60.926 +/-76.1 155" 4 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ `
3)FORARCHITECTURAL WINDOWS(SEE SHEET 2). �p rp/ [ �r :•�`
FIND THE SMALLEST SQUARE WINDOW SIZE IN ;0,�.'•, STPITE F !(�
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL .,,[ORIOP.•'G?�
WINDOW WILL COMPLETELY FIT WITHIN. i�Ss+� "��
7,//0NAL I1�`�•
A.LYNN MILLER,P.E.
P.E.#58705
PRODUCT REVISED
TABLE 6: as com 1 vrlth the Florlda
W.Ih®bph TABLE DIMENSIONS MAY BE Building ode
Window Design Pressure,(+/-psf) rar cm- 3 ORIENTED VERTICALLY OR NOA-No. 17-0674.07
3/1611 A Cap-Airspace-3/16e.A Type: HORIZONTALLY AS SHOWN. Fxpirotlon Date 09/24/2020
Window Long Slde(in) LONG SI E BY
Dimensions 59.65 71 73 75 78 80 85 86 89 92 96 99 Mlami-0 Produet Control
32 +1-76.9 +1-76.4 +1-74.3 +/-725 +/-70.6 +/_69.3 +/58.2 +/55.7 +/-64.1 +/-626 +150.8 +/59.8 f - LONG SIDE SP -1IIL
34 +/-73.7 +/-73.3 +/-71.3 +/-89.7 +/-66.8 +/S5 +/fii +/50.3 +/-58A +/-56.3 4154.7 +/53.8
38 +1-71 +1-70.5 +/59.8 +/-67.9 +/-64.4 +1525 +1.57.2 +/56.3 +/54.7 +/52.9 +/50,9 +/49.7 SNIDER
SIDE
38 +/-68.6 +1-68.1 +/57.4 +/-66.8 +1-63,5 +/-61 +/55.6 +/54.9 +/52.7 +/-50.6 +/-082 +/48.4 SHORT
40 +158.4 +l55.9 +/55.2 +/54.6 +/53.2 440.7 +/55.1 +/-54.2 +/52 +/19.7 +/-46.4 +/45.2 SIDE
42 +/-64.6 +1-64 +/-63.3 +/-626 4-61.7 +/50.5 +/-55.1 +/54.2 +151.7 +/-49.1 +146.3 +/-44.5
44 +152.e +/52.4 +/-61.6 +/.60.9 +!_60 +/59.4 +/55.1 +/54.2 +/51.8 +149.1 +/-46.1 +/•44.5
46 +1-Q1.5 +/50.9 +/50.1 +/-59.4 +/58.4 +157,8 +155.1 +154.2 +/51.8 +149.3 +/-45.3 +/-44.5 LONG$IDE NO CHANGES THIS SHEET.
48 +150,2 +/-59.6 +158.8 +/58 +157 +156.4 +/-55 +/54.2 W51.8 +1-49.5 +1.46.4 +/-44.6 T
v 50 +1.59.1 +158.5 +/57.6 +/-56.8 +f55.8 +l55.1 +/-53.7 +/53.4 +/51.8 +/_q9.5 +/-46.6 SHORT
LONG .s
U) 52 +/58.1 +1-57.5 +/-S&6 +/-55.8 +/-54.6 +1-54 +/525 +/52.2 +/51.5 +/•49.3 SIDE z"
o
y 54 +157.3 +156.6 +IS&7- +/_548 +l53.7 +1-53 +I51.4 +/51.1 +/50.4
58 +/56.6 +/55.9 +/54.9 +154 +/-52.8 +/-52 +/50.4 +/50.2
57 +/-56.3 1 +/-55.5 +/54.5 +/-53.6 +/-524 +151.6 +1-50 NOTES: LU CO
1 d1)BUCKDIMENSIONS SHOWN. 7 viraN
60 +1-55.5 +1.54.7 +/53.6 +/-52.6 +/51.3 +/50.5 SHORT
62 +155.1 +/54.2 +153.1 +/-521 +1-50.7
,MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 2)FOR SIZES NOTSHOWN ROUND UP TO THE SIDE ❑ � O
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET NEXT AVAILABLE SHORT OR LONG DIMENSION. }I� oz slap O
CS
gq +/_Sq,g +lS3.9 +IS27 +l-51.8 (0 C'I z m �
fi$ +/-54.5 +153.6 +/-62.4 APPLIES TO A,B,C OR DANCHORS APPUE5T0 FOR FANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). -1 M Z
(SEETABlE3) (STABLE3) FIND THE SMALLEST SQUARE WINDOW SIZE IN U O EE ,� ❑
68 +/53.6 +fS3.1 Z m
tz Q u p �
IV 3°FOR EANCHORS,4°FOR FANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL =LLI� 'o t9
WINDOWWILL COMPLETELY FTr WITHIN. ¢ Z
69.65 +(52.8 U U o
o w Co� u
TABLE 7: n d. ❑ m
Window Design Pressure,(+/-psf) rl9Bg 4 z°' g Z u)
3116'T Cap-Airspace-3/1V'T type: m o
Window Long Side(in) W
a rn
Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 113 118 122 126 132 138 144 m � LU laws
46 +801-94 +80/-933 +80/52.5 +801-91.7 +801-91 +80f-89,9 +80/59.3 +80/58.4 +80/-87,9 +801-86.8 +801-85.9 +801-85.3 +80/-84.7 +W-83.8 +8p/53.1 +80/-82.5 +801-81.7 +80/50.9 +80/-80.3 ® to U
48 +80/51.6 +80/-90.9 +801.90.1 +80/-89.3 +801.88.5 +80/57.5 +g01-g8.g +801.85.9 +80/-85.3 +801-84.3 +801.83.3 +801-817 +801.82.1 +801-81.2 +801-80,5 +/-79.8 +/-79 +/-78.3 = U U
,.. 50 +60/-89.5 +80/-88.8 +801-87.9 +801-87.1 +801S6.3 +80155.2 +60/-84.5 +80153.6 +801-83 +80/52 +801A1 +W-110.3 +/-79.7 +/-78.7 +1-78.1 +/-77.4 +/-76.6 Q W .Pleas
52 +601-87,6 +80/58.9 +801.66 +80/55.1 +80/A4.3 +801-83.2 +801-82.5 -801.81.5 4801-80.9 +1-79.8 +/-76.8 +/-78.1 +/-77.5 +1-7&5 +/-75.8 +/-752 C' LL Z
54 +80/b5.9 +80/55.2 *80/84.2 +801.83.3 +80/•82.5 +801-81.3 +801-80.6 +/-79.6 +/-79 +/-77.9 +/-76.9 +/76.2 +/_75,5 +/-74.5 +/-73.8 } 0
56 +801.84.4 +80/-83.6 +801-82.6 +80(-81.7 +801.80.8 +/-79.7 +/-78.9 +1-T7.9 +/.77,3 +A76.1 +1-75 +1-74.3 +/-73.7 +/-726 c) z W a
58 +801-83 +801-822 +80151.2 +801-80.2 +1-79.4 +/-78.1 +1-77.4 +/-76.3 +/-75.7 +/-74.5 +1-73.4 +/-72.7 +/-72 > ❑
+/-79.9 +/-78.9 +1-78 +/-76.7 76 +/-74.9 +1-74.2 +/-73 +/-71.9 +/-71.1 L alll •asap,a,.aS
62 +601-00.8 +/-79.9 +/-78.8 +/-77.8 +1-76.8 +1-75.5 +/-74,7 +/-73.6 +1-729 +1-71.6 +/-70,5
m 54 +/-79.8 +/-78.9 +/-T7.B +/-76.7 +/-75.7 +/-74.3 +/-73.5 +/-724 +/-71.8 +/-70.3 ;���Q ,,.-..-•- �� �i�'
c 87 +l-78.6 +1-77.7 +1-76.4 +/-75.3 +1-74.3 +/-72g +/-72 +1-70.7 +/-70
w 68 +/-78.3 +/-77.3 +/-76.1 +/-74.9 +1-73.8 +/-724 +/-71.5 +1-70.3
70 +1-77.7 +1-76.7 +/-75.4 +/-74.2 +/-73.1 +/-71.5 +/-70.6 No.58705
72 +/_77.2 +/-76.1 +/-74.8 +/-73.5 +/-724 +1-70.8
+174.3 +1-73 +/-71.8 MAX.O.C.SPACING IFANCHORING MAID O.O.C.SPACING IFANCHORING
74 +1-78.$ +1-75.7 -
%p'. I(•3 I� �`
76 +l-76.5 +/75.3 +/_73.6 +/-72,5 THROUGH THE FRAME PERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET ;O,c'.• SATE F ;'•(L�
78 +1-76,3 +/_75 +/-73.5 APPLIES TO B,CORD ANCHORS APPLIES TO FANCHORS
g0 +/_76.2 +1-74.9 (SEETABLE2) (SEETABLE3)
81.52 +/-76.1 15.5° 3.3°
A.LYNN MILLER,P.E.
P.EIF 58705
PRODUCT REVISED
TABLE 8: as complyingg with the Florida
Window Design Pressure, +/- s use mh me a TABLE DIMENSIONS MAYBE NOA-No.
Codo
9 ( P Noa no, 17.0614.07
for Pacs $ ORIENTED VERTICALLY OR
114"A Cap-Airspace-114"A rya+: HORIZONTALLY AS SHOWN. Expiration Data 09/24/2020
Window Long Side(Ln) LONG
6y
D(trlensi0ns 81.52 83 85 87 89 92 94 97 99 103 107 110 111 �- LONG SIDE SIDE
� Mia i- e Produc!Control
46 +/57.1 t(56.7 +/.66.1 +/-65.3 +1-63.2 +/-60.1 +/58 +/-55.1 +/53.6 +/-51.3 +/-08.8 +1-48.8 +146.4
48 +155.4 +/.65 +/54.3 +/-63.8 +/-62.8 +/-59.8 +/57.6 +/-54.9 +/53.5 +/-50.6 +/.47.9 +/40.3 44-45.7 T-
50 +/53.9 +/-63.4 +/-BZB +/-622 +/-81.6 +/-59.4 +/57.2 */-54.9 +/-53,5 +/•50,6 +/.47.3 +/•45.9 +/•45,4 SHORT
SIDE
52 +1526 +/-Ml +1.61.4 +/-60.8 +/-60.2 +/-59.2 +/57.1 +/54.7 +l-53.5 +/-50.6- +/•47.5 +1-45.7 +1.45.4 SHORT
54 +1-61.4 +/50.8 +150.2 +/-59.5 +158.9 +/58.1 +156.9 +/54.7 +/-53,3 +150.6 +/-47.5 +/45.9 +/-45,4 SIDE
56 +1-60.3 +/-59.7 469 +158.4 +1-57.7 +/-5&9 +/-56.4 +/54,5 +153.3 +/50.4 +/-47.5 +146.9 +/.45,5
58 459.3 +/58.7 +/-58 +/57.3 +/-56.7 +/55.8 +/55.3 +/54,4 +/-53.1 +150.4 +/47.7 +/-45.9 +/-05.6
60 4158.5 +/57.8 +/57.1 +/•56.4 +/55.7 +/54.8 +/54.3 +1.53.5 +/527 +150.4 +/47-7 +1-45.9 �-"- LONG SIDE NO CHANGES THIS SHEET.
c
o 62 */57.7 +/-57.1 +156.3 +/556 +154.9 +/53.9 +153.3 +1-525 +/52 +149.9 +/47.7 LONG E
y 64 +/57 +/-56.4 +155.5 +/64.8 +/54.1 +/53.1 */525 +1-51.7 +1-51.2 +/49,3 SHORT SIDE :e
� 67
+156.2 455.5 +/-54.6 +/53.8 +1-53 41-52 +151.4 +1-50.5 +150 SIDE a '
rn 68 +155.9 +155.2 +/54.3 +/53.5 +1-527 4151.7 +151.1 +1-50.2
70 +/55.5 +/54.8 +/53.8 +153 +/52.2 451-1 +/50.4 On
72 4155.1 +154.4 +/53.4 +1-525 +/-51.7 +/50.8 LU Y
MAX O.C.SPACING IF ANCHORING MAX O.0 SPAON'GIFANCHOIBNG NOTES: SHORT > na8
74 +1-54.8 +/54 +J53 +/-521 +151.3 1)BUCK DIMENSIONS SHOWN. SIDE rn
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 OI O o
78 +lS1.8 +/53.8 +/-52.7 +/-51.8 8 CO
2)FOR SIZES NOT SHOWN,ROUND UP TO THE }u1 � o
78 +1-53.6 +/529 +/51.8 APPUESTOA,B,CORDANCHORS APPUESTOEORFANGORS NEXT AVAILABLE SHORT OR LONG DIMENSION. U, cm 2.
a1o0
80 +/_526 +/51.8 (SEETABLE 2) (SEETABLE3) O m -¢ Z N
]S 26"FOR EANCi0R5,4"FOR FANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), O...I oo
81.52 +/-51.5 u- Q M�
FIND THE SMALLEST'SQUARE WINDOW SIZE IN Z rp
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL T W`- $O O
TABLE 9: WINDOW WILL COMPLETELY FIT WITHIN. Ld Z ao
aN
Window Design Pressure,(+I-ps1) use r1�G�� 6 o>� a 0 Q �Md
1/4"TCa -Airs ace-1/4"T TYPe z m g z LL
Window Long Side(in) J o
Dimensions 84.85 86 90 92 94 97 100 102 105 109 112 116 120 124 126 133 138 144 Q .-
46 +80/-96.2 +80/-95.7[+W-914.2 +801-S3.5 +B01-92,8 +801-91.9 +801-81.1 +60/-90.5 +801-89.8 +80/-88,9 +80/-88.2 +83467.5 +801-86.7 +8a1.86.1 +801.85.5 +SO/-84.8 +80/54.1 +80153.5 W F-
W 1aaw5
48 +80/-93.7 +80/1J3.2801-1.6 +80/A0.9 +801-90.2 +801-89.3 +BO158.4 +801-87.9 +801.87.1 +B0/56.2 +80G86.5 +801-84.7 +80f-84 +80!•83.3 +80/-027 +801-82 +801-81.3 +BOI-80.6 ® Ww
50 +80/-91.5 +80/•61 801-89.3 +801-28.6 +801-87.9 +80/-86.9 +801.86 +80,Les.5 +801.84.7 +80/•83.7 +80/53 +801-82.2 +801-81.5 +BV-80,8 +80/-80.2 +/-79.4 +/-78.8 +!•78.1 U � Z52 +80/-W.4 +60/-88,9801-87.2 +80/56.5 +SO/-85.7 +801-84.7 +801•83.8 +80/-83.3 +80/52.4 +801-81.5 +0-80.8 +/-60 +/79.2 +/-78.5 +J-77.8 +!•77.1 +/76.4j p W54 +801-87.6 +80/-87.1801-85.3 +80/•64.5 +801-83.8 +80%628 +BO/-81.8 +80/-81.2 +50/-80.4 +/-79.4 +/-78.7 +I-77.9 +1T/.1 +/-76.4 +1-75.7 +1-74.9 LL X LL alo
56 +801-% +801-85.4 +801-83.6 +801.82.8 4801-82 +80/•81 +/-80 +J•79.4 +/-78.5 +1-77.6 +1-76.8 +/-7&9 +/-75.1 +1-74.4 +/-73.7 O r, z
r J
58 +S01-e4.5 +801-83.9 t80/-82.1 +80/-812 +801.80.4 +/79.3 +1-78.3 +/-77,7 +/-76.8 +J-75.8 +/-76 +1-74.2 +/73,3 +1-72.6 v >- O
60 +80/-63.2 +80/52.6 +801-80.6 +/-79.8 +1-79 +1-77.8 +/-76.8 +/-76,2 */-75.3 +/-74.2 +173.4 +/-725 +/-71.7 5; 0 LL
62 +801-82 +SW-Bl.3 +/-79.4 +/-78.5 +1.77.6 +/-76.5 +/-75.4 +1-74.7 +/-73.8 +1-727 +1.71.9 +/-71
a111 'asap seueS
64 +80/40.9 +BO/-80.3 +/-7&2 +1-77.3 +/-76.4 +!75,2 +/-74.1 +/•73.4 +/-72.5 +/•71.3 +/-70.6
= 66 +/-80 +/-79.3 +/--77.2 +/76.2 +1-75,3 +/-74.1 +/-72.9 +/-72,2 +/-71.3 470,1 � YILY
i
� 68 +1-792 +/-78.5 +/-76.2 +/75.2 +1•74.3 +1-73 +/-71.9 +1-71.2 +1-70.2 � �ON••••:••N4 �
70 +/-78.4 +1-77.7 +1-76.4 +1-74.4 +/-73.4 +/72.1 +/-70.9 +1-70.2 �C1�• yICENgF•�(�
72 +1.77.8 +I-77.1 +1•74.7 +/-73.6 +/-72.6 +/-71.2 +/-70 z.*P•• �•�7� '�
74 +/-77.3 +/75.5 +/-74 +J-72.9 +/•71.9 +/-70.5 - •: *_
76 +1-76.9 +/76 t!•73.5 +/•72.3 t/-71.2 MAX.O.C.SPAONGIFANDIORING MAX.O.C.SPACING IF ANCHORING -•0: / ;
THROUGHTHE FRAME PER SHEETS 3&4 THROUGHTHEINTEGRALFIN PER SHEET4 �O••, ..(� F •1r=
78 +1-76.5 +1-75.7 +1-73 +/-71.8 S7 7-,7�CL`
80 +/-76.3 +1-75.4 +1-726 APPUESTO%COR O ANCHORS APPUFSTO FANCHORS i��s .,ORIDA.•'���I-
83 +/-76.1 +/-75.1 (SEETABLE2) (SEETABLE3) / `♦
84.85 +/76 MY 3.r � NN ALI
A.LY MILLER P.E.
P.E.M 58705 1
�hI 3.500' 3.500' 3.500' 3.500"
� --�•{ 1.37E
7 I .075' LJ .07E U .075' IUI .075'
.06�
5 7 0 0
OANCHOR COVER
2.166" aoa 2.166" L-E 2.166' aoa 2.166"
.664• .381• aoa o o o
62� .625'
O7!8'BEAD 1.375 O J-CHANNEL FRAME O FLANGE FRAME t.g1Ts• O INTEGRAL FIN FRAME O EQUAL LEG/60X FRAME
J_
80'�r 175• ALUMWUM
II—i1- SILICONE HOT-MELT BUTYL REINFORCEMENT pOLYIS0. DESICCANT FILL AREA
STRUCTURAL BUTYLENE 5/16"NOM.
SILICONE 5/16"NOM. SEAL
STRUCTURAL 3/16"NOM.
POLYISOBUMEN '1/4"NOM. FOAM BUII•L& SILICONE SEAL
I'BEAD WITH DESICCANT ROLL-FORMED
WITH DESICCANT DESICCANT F.AM STAINLESS STEEL
INT.GLASS
EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
PRODUCT
ggREVISED
as INT.GLASS INT.GLASS INT.GLASS Building lClodewlth the Florida
MITERED - NOA-No. 17-0614.07
Bz 83
CORNERS WITH KODISPACE SUPER DURASEAL5 XL EDGE'"'
INTERIORAND O et CE ®NXT SPACER SPACER
.� Expiration Date 0 912 4/2 02 0
EXTERIOR 43G TPS SPAR
By
WELDS TABLE 10: /
Mia Da Product Control
# Part# Description Material
1 620139 Jchannel Frame P C
2 620140 Flange Frame PVC
3 620141 Integral Fin Frame PVC
4 620142 Equal Leg/Box Frame PVC
5 620133 Anchor Cover PVC
6 720136 7/8"IG Glazing Bead PVC
_ 7 720135 1"IG Glazing Bead PVC
NO CHANGES THIS SHEET. i
5 74 Backbedding,GE 7700 or Dow 791 Silicone
FRAME 78 71646N Setting Block(7/8"x 1'x 116"),65+1-5 duro. PVC _
90 20150A Frame Assembly Tuba Alum.6005 TS
ASSEMBLY DETAILS 7 91 20177 Shallow Flush Cap PVC p
92 20178 Deep Fush Cap PVC
1 93 20132 Frame Assembly Tube End Cap I PVC `1111111111,,7
EKERIOR
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
NOTES: (941)-480-1600 = :' No.58705
1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING _ -
Part# Description Material FOR CLARITY.
2)J-CHANNEL FRAME SHOWN.PART#1.OTHER ® COPIRIGHT®2017 PGTINDuBTRIE5,INC,
FRAME TYPES,PARTS#2-4,APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED �7 r
80 Kommeding 4SG TPS Spacer System
See this 3)ITEMS#8 73,75 77,78 8 84 89 ARE NOT USED S
�D,n'. OF�•'�(,�:
81 Quanex Super Spacer nXT with Hot Melt Butyl AND ARE NOT PART OF THISAPPROVAL = VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9/9/14 F '•.FCORIDI",.•' ���
Sheet fbr 4)ENERGI PVC TO BE LABELED FOR AAMA
82 Quanex Duraseal Spacer Materials EXTRUDER CODE. o BOM&ASSEMBLY o8 J ROSOWSKI 7,�r fill
IVAL111���
83 Cardinal XL Edge Spacer " " m 9; A.LYNN MILLER,P.E.
REFERENCE TEST REPORTS:FfL-8777,896888970 PW-5440 NTS y 110E 11 oZ MD-5440.0 B P.E.#5B705
GENERAL NOTES:SERIES 5440 PRODUCT REVISED
IMPACT RATING DESIGN PRESSURE RATING as cam Inp with the Florida
NON-IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW NOT RATED FOR VARIES PER OPTIONS,SEE NiOA_n8
NOA-No. 77-0614.07
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANCE TABLES 4-9.SHEETS 8.10 Expiration Date 09124/2020
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX BUCK WIDTH SEE TABLES 4-9 MAX.BUCK WIDTH SEE TABLES 49
VELOCITY HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) By
L� SHORT OR LONG SIDE) Miami- rotluet Control
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. g,SEE moo} I - - I MAXABLES O.C.4-9 W MAX D,SEE L
MAX O.C.SEE TABLES 49 1.ZS MAX.•
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE SHEET3 I I SHEET 4 I I r
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR }
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS T} I
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE I VISIBLE I I VISIBLE
LIGHT WIDTH MAX BUCK LIGHT WIDTH
4)ALL WOOD BUCKS LESS THAN I-1,2"THICK ARETO BE CONSIDERED IX _ HEIGHT,SEE _ ___________
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY --- TABLES 4-9
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER. F I (LONG OR
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO ' I / ` ANCHORAGE TO FBC 2017.
SNORT SIDE) I / JR-06/06/17-UPDATED
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND VISIBLE 1 VISIBLE ..
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(FOR)OR ARCHITECT A I LIGHT A,SEE C LIGHT C.SEE
OF RECORD,(AOR). / HEIGHT SHEETS / HEIGHT SHEET4
5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING I I MAX BUCK
OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING I y I HEIGHT,SEE
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY MAX JAMB O.C. 1 TABLES 4-9
OTHERS AND IS BEYCNO THE SCOPE OFTHESE INSTRUCTIONS. SEE TABLES (LONG OR ti Y m
49 I MAX.O.C. I SHORTSIDE) > _ t m •naa
6)MAX 114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE T SEE W
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF I1 TABLES ❑u) °� o
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE 49 N z a;np K ''T
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE B 1—_ 6'MAX I_D �- - 1.25'MAX O A u` z •--� �n
-1 0
7)oesiGN PRESSURES: TYP.EQUAL-LEG/BOX& fff� 7YP.INTEGRAL FIN&J-CHANNEL z LJL , -� a „n,o o -
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST PRESSURE,FRAME FLANGE FRAME(90"CORNERS) FRAME(90`CORNERS) =ui a O
ANALYSIS AND GLASS PER ASTM E13CO. (ANCHORED THROUGH NAIL THROUGH NAIL FIN) W U co !E a z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL yr 125"MAX O US ca 3: Z 9M0
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER A51M El 300. 6'MAX -►i I••+- L r V ❑ O
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. Z v Z r-
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO 6"MAX. u F_ Ld LL
RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN MAX. z -, O
PRESSURE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN MAX O� MAX.O.C.SEE O.C. W •U
SEE TABLES TABLES 49 r SEE Z. W IaavS
OF THIS PRODUCT.THE S LOAD DURATION FACTOR WAS USED TO C THEON 49 y 4-9 ® N W co
EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT 1. N
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 49 Q W
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE MAX JAMB O.C. zC O O Z
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS / VISIBLE SEE4-9
S / VISIBLE q 1❑yJ Z a/°a5
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE LIGHT —7- LIGHT O X p�
AUTHORITY HAVING JURISDICTION. / HEIGHT f HEIGHT } w 10
I MAX.BUCK
10)REFERENCES;TEST REPORTS FTL-7897,8128,8174;ELCO ULTRACON NOA; / MAX.BUCK / HEIGHT,SEE U Z W
ELCO CRETFFLEX NON ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR HEIGHT,SEE TABLES 4-9 j (D IL
PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC TABLES 49 (LONG OR alll �sa0 sauas
EXTRUSION NOBS;NATIONAL DESIGN SPECIFICATION FOR WOOD VISIBLE (LONG OR VISIBLE SHORT SIDE)
CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL UGHT WIDTH SHORT SIDE) LIGHT WIDTH .``ANY LYN/y/Zr',,
VISIBLE LIGHT FORMULAS 6'MAX. :``\��''LWCENS
GENERAL NOTES......................1 WIDTH:BUCK WIDTH.6.3/4' :
ELEVATIONS........................._1 HEIGHT:BUCK HEIGHT-83/4' W MAX. us, T'•� MAX.O.C.SEE TABLES 4-9 —•^I�— 1.25'MAX. : No.58705
FRAME,GLASS&ANCHOR I„F MAX O.C.
OPTIONS............................2 SEE TABLES 4-9 MAX.
CODES/STANDARDS USED: -
INSTALLATION,FLANGE 8 MAX BUCK WIDTH SEE TABLES 4-9 MAX.BUCK WIDTH SEE TABLES 49 � rar.-A
��
EQUAL LEG........_..__._.. 3 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) T'•"• IBUILDINQ CODE(FBC STIR EDITION (SHORT OR LONGSIDE) S /�
INSTALLATION,INTEGRAL FIN& )'
•ASTM E1300-09 TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL �� 'O�ORIDP.•'' SC��
J-CHANNEL........_......._.......4 '
FRAME ASSEMBLY TUBE...........5.6 •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED
GLAZING DETAILS.............._.._._? -ALUMINUM DESIGN MANUAL,ADM-2016 NA
OR ANGLED CORNERS) CORNERS) '�i fill"
DESIGN PRESSURES........._......_8-10 •AISI S100.12 (ANCHORED THROUGH NAIL FIN)
BOM&ASSEMBLY. ...11 •AISC 360.10
•••••••••••••••••• A LYNN MILLER,RE
P.E#68705