HomeMy WebLinkAboutNOA - FIXED WINDOW RECEIVED /
DEC 0 7 2021
MIAMI•DADE �e . P&MI-DARE COUNTY
o St.-Lude County PRODUCT CONTROL SECTION
- Permitting
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC:RESOURCES(RER) Miami,Florida 33175
BOARD AND CODE ADMINISTRATION DIVISION EVE7 315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) .�� ,� p�,pAA- =miami6de.Eov/economy
PGT Industries,Inc. `� `� -
1070 Technology,Drive ST9 L CIE COUNTY
North Venice,FL 34275 bkcc ( /44
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(AHD).
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 acce tance if it is determined b Miami-Dade County Product Control
� -acceptance, Y ,
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-5540"PVC Fixed Window—L:M.L
APPROVAL DOCUMENT:Drawing-No.MD-5540.0 titled"Vinyl Fixed Casement Window NOA
(LM)", sheets 1 through 13 of 13,dated-09/09/14,with revision.0 dated 03/19/20,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•bnpact.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.ControtApproved", 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 removat,ofNOA.
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#17-0614.06 and consists of this page 1 and evidence pages E-1,E-2,
E-3 and E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
M COUNTY / NOA No.20-0401.07
IAMI•DADE
® `fir • . Expiration Date: September 24,2025
08/06/2020 Approval Date: August 06,2020
Page 1
I
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. -Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.01)
2. Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets
1 through 13 of 13, dated 09/09/14, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B.' TESTS
1. Test reports on: 1)-Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using:-Kodispace 4SG TPS
spacer system, Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Tenestration 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. 16-0714.19)
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
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 under.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.
and 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 Idahnis Ortega, P.E.
(Submitted under NOA No. 15-0415.01)
Ming Zhao,P.E.
Product Control Examiner
NOA No.20-0401.07
Expiration Date: September 24;2025
Approval Date: August 06,2020
E-1
I
I
. 1
PGT Industries,Inc. a
NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED
B. TESTS (coNTEwED):
4. Additional,Reference test report FTL-8183 per TAS 201, 202&203=94; issued-by
Fenestration-Testing Laboratory;Inc: (Submitted under NOA No. 15-0415.01)
C. CALCULATIONS.
1. Anchor verification calculations and structural analysis,'complying with FBC-Sth
Edition (2014) and FBC-6th Edition (2017), dated 09/15/1-7,preparedby:
manufacturer, signed-and sealed byAnthony Lynn,Miller,P.E: = .
2. ' ` -Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE..
1. : . Miami-Dade Department of Rdgulatory'and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
NOA No:`16-1117.01°issued to Kuraray America,Inc.for their"Trosifol®
Ultraclear Clear and'Color PVB Glass Interlayers",'expiring on 07/08/19.
2. NOA No. 14-09f6.11 issued to IKuraray America,Inc.•for their"SentryGlas®
(Clear and White)'Glass Interlayers",`expiring on 07/04118.;
3.. NOA No.'16-0712.03 issued ENERGI Fenestration Solutions USA for their"White
Rigid PVC Exterior Extrusions for Windows and-Doors", expiring on 02/28/18.
4. -'NOA No. 164712.04 issued'to ENERGI Fenestratio Solutions"US,A,Inc. for their
"Bronze and Lighter Shade's,of Cap•Coated Rigid PVC Exterior Extrusions for
Windows and Doors'; expiring on 04/16/20.
5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their.
"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors",
expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014).and FBC-.6th.Edition
(2017)dated 08/29/,17 and Statement letter,of il
no fmancial,interest, dated 06/09/17,
issued by manufacturer, signed and sealed by Anthony Ly'in Miller,P.E.
2. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda;P.E..,
3., . 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 NOA No. 15-0415.01)
G. OTHERS
-1. NOA No. 16-0714.19,,issued'to PGT Industries,Inc. for their Series"PW-5540"
Vinyl Fixed Windows-LMI, approved on 09/01/16 and expiring on 09/24/20.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0401.07
Expiration Date: September 24,2025
Approval Date: August 06,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
L Drawing No..MD-5540.0 titled,.,"Vinyl Fixed Casement Window NOA (LM)", sheets
1 through 13 of 13, dated 09/09/14, with revision C dated 03/19/20, prepared by
manufacturer, signed and,sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports 6n: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 ASTM F588 and TAS 202-94
along with marked-up,drawings and installation diagram:of all PGT Industries,Inc.
representative units listed below and tested to qualify Dowsi1791 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory,Inc.,,Test Reports No.:
FTL-7897;;PGT PW5520 PVC.Fixed Window(unit 6,in proposal), dated 09/03/14
FTL-20-2107.1,,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107,2,_PGT CA740 Alum.,Outswing.Casement Window(unit 8 in proposal)
FTL-20-2107.3,_PGT,PW7620A Aluminum Fixed Window(unit 9 in proposal) and
F.TL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit.10 in proposal)
dated 07/13/20,all signed and sealed by-Idalmis Ortega,RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis;complying-with FBC-61h
Edition (2017) and FBC-71h(2020) dated 03/19/20,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. ' : Miami-Dade Department of Regulatory and'Economic Resources(RER).
K MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America, Inc: for their "Trosifol®
Ultraclear,Clear and Color PVB Glass Iriterlayers", expiring on 07/08/24.
2. NOA No. 17-0808:02 issued to Kuraray America,Inc.for their 'SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
3. . NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA,for' their
"White Rigid PVC-Exterior Extrusions for Windows and Doors"dated 03/08/18,
expiring on 02/28/23.
4. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA,Inc. for their
"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions fqr
Windows and Doors"dated 02/27/20, expiring on 04/16/25. L
Sifang.Zhao,P.E.
Product Control Examiner
NOA No.20-0401.07
Expiration Date: September 24,2025
Approval Date: August 06,2020
E-3
t '
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . .
E. MATERIAL CERTIFICATIONS(CONTPMED):
5. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA,Inc. for their
"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/27/20, expiring on 04/16/25.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-6th Edition(2017) and FBC-
7th Edition(2020),dated 03/12/20;issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/12/20, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda,P.E.
G. OTHERS
1. NOA No. 17-0614.06, issued to•PGT Industries,Inc. for their Series"PW-5540"
Vinyl Fixed Windows—LMI, approved on 10/12/17 and expiring on 09/24/20.
Wang Zhao;P.E.
Product Control Examiner
NOA No.20-0401.07
Expiration Date: September 24,2025
Approval Date: August 06,2020
E-4_
GENERAL NOTES:SERIES 5540 IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS IMPACT RESISTANT TABLES 4-13,SHEETS 8.12
OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE MAX.BUCK WIDTH SEE TABLES 4-13
(HVHZ). _ � � (SHORT OR LONG SIDE) � � MAX.BUCK WIDTH SEE TABLES 49
MAX.O.C.SEE (SHORT OR LONG SIDE)
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. g SS 1.25"MAX.
TABLES 4-13 6'MAX. D,SEE I.— MAX.O.C.SEE TABLES 49 PRODUCT REVISED
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHESEE SHEET4� I
LITE(CAP)MUST TEMPERED. B eompl ng wkh the Florida
-:7' 8ullding ode
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE T IT NOA-No. 20-0401.07
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS VISIBLE } VISIBLE Expiration Dale.09/24/2025
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH I LIGHT WIDTH I MAX.BUCK LIGHT WIDTH
MIN.KSI PER ANCHOR TYPE. HEIGHT,SEE By
4)ALL WOOD BUCKS LESS THAN 1-10 THICK ARE.TO BE CONSIDERED IX - TABLES 4.13 Miami-Dade Product Control(LONG OR I
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO _ ..� SHORT SIDE)
C)UPDATED TO FBC 2020,
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X I / VISIBLE I / VISIBLE
A LIGHT A,SFE LIGHT C,SEE TABLE.REVISED ANCHOR TYPE
BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER - I C ,`
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE HEIGHT SHEET 3 / HEIGHT SHEET4 .0 AK-03/12/20
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I � MAX.BUCK
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. HEIGHT,SEE
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX.JAMB O.0 - I TABLES 4-9
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES ! E (LONG OR W 'y U
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.,• 4-13 MAX.O.C. f SHORT SIDE) > rA •118
SEE II
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES I ❑ O O
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED I - 49 .. ?•r slop Q O
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST J U N X W
LOADS IMPOSED ON THEM BY THE WINDOW B 6"MAX. —� I-�— D 1.25"MAX. —�-��+-- O
TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL C)LL Q
7)DESIGN PRESSURES:� Z o
- O
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME - FLANGE FRAME(90•CORNERS) FRAME(90•CORNERS) =LLi`'
ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) w o 6 Z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE 1.25"MAX• i—W q p 9M0
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El300. 6"MAX. ❑ ZO
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. .. O p� gZg
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST _ 6"MAX' Q
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% MAX Z W
MAX.O.C. O.C. J
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 MAX.O.C.SEE W
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. _ SEE TABLES TABLES 4-9 r SEE � Iaa45
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 413 1 TABLES ® N W
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. - .--J_ q-g Q W
MAX.JAMB O.C. z U ~ Z
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER SEE TABLES O ❑ O
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING VISIBLE 49 VISIBLE F W Z
JURISDICTION. / LIGHT LIGHT
HEIGHT �-
HEIGHT
10)REFERENCES:TEST REPORTS FTL-7897,8128,8174;ELCO ULTRACON NOA;DEWALT / MAX.BUCK O } LU h
ULTRACON+NOA;ELCO/DEWALT CRETEFLEX NOA;ELCOIDEWALT AGGRE-GATOR NOA; MAX.BUCK HEIGHT,SEE Z Ul
Z
ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP / HEIGHT,SEE / TABLES 4-9 j a
COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD - - TABLES 4-9 (LONG ORap0 rosa0 saua8
CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL - VISIBLE (LONG OR VISIBLE SHORT SIDE) -
LIGHT WIDTH SHORT SIDE) LIGHT WIDTH
11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. � �
i
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS 6' �'. -. . . . . ��\'��O'oGENSF
ELEVATIONS................................1 I II T-;
FRAME,GLASS&ANCHOR WIDTH:BUCK WIDTH-6.3/4" 6°MAX. 1 25" Y'� MAX,O.C.SEE TABLES 49 —►J�—• 1.25"MAX. '��
HEIGHT:BUCK HEIGHT-6-3(4" ,MAX.O.C. = N0.58705
OPTIONS. ........................2 SEE TABLES, MAX.
INSTALLATION,FLANGE$ CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 4-9EQUAL LEG..........................3 •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE)
INSTALLATION,INTEGRAL FIN& .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION TYP.INTEGRAL FIN& =p-• s'>lE
J-CHANNEL..........................4 TYP.EQUAL-LEG/BOX& ��•., �C/
•ASTM E1300-09 J-CHANNEL FRAME(CURVED OR i S F(ORMN
FRAME ASSEMBLY TUBE...........56 FLANGE FRAME(CURVED cs ••..•.......
.•• G
•ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION '
DO (ANCHORED PRESSURES.................8-12 •ALUMINUM DESIGN MANUAL,ADM-2015 - OR ANGLED CORNERS) ANGLED CORNERS) ��'� ZONAL
BEES&ASSEMBLY..:. •AISI S100.16 (ANCHORED THROUGH NAIL FIN) 'III I I1 I III`
•••.................13 •AISC 360-16 .. A LYNN MILLER,RE
P.E#58705
TABLE 1:
Glass - - Table Sheet 'A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW.- -
Description 'H"=HEAT STRENGTHENED-
. Typo_ ., _-- # # .T„=TEMPERED �O L�O
7- 7/8'Laminated I.G.:118"A Exterior Cap+7/16'Air Space+5/16'Laminated;(2)Lites of 118"A Glass with.09D"PVB Intedayer 4 8 "PVB=.090"TROSIFOL®
8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+5116'Laminated;(2)Lites of 118"A Glass with.090'PVB Intedayer 5 8 PVB BY KURARAY, 8a Il�
AMERICA,INC.
9 718"Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Lites of 1187 A Glass with.090'PVB Intedayer 6 8 "SG"=.090"SENTRYGLAS46' " D o BOX OR o
10 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.09D PVB Intedayer 6 9 AMERI.A.INC.BY KURARAY EQUAL
AMERICA.INFLANGE LEG .,
11 1"Laminated I;G.:1/8'.T Exterior Cap+7/16'Air Space+7/16'Laminated;(2)Lites of 3/16"A Glass with.090'PVB Intedayer 7 9 0�
12 1"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16'A Glass with.090"PVB Interayer 8 10
13 V Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16'Laminated;(2)Utes of 3116'A Glass with.090"PVB Intedayer 9 10
- - --14--1"-Laminated LG.:3/16"-A-Exterior Cap+3/8"Air Space+7/16":Laminated;{2)Lites of 3/1T.A Glass with.090"SG-Intedayer 10 11 _ 2 4
15 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer 11 11
16 1"Laminated I.G.:1/8"T Exterior Cap+7116'Air Space+7/16"Laminated;(2)Utes of 3/16"H Glass with.090"SG Intedayer 12 " 12,
17. 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16'Laminated;(2)Lites of 3/16"H Glass with.090"SG Intedayer 13 12
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
J-CHANNEL ❑ o INTEGRAL ❑ 0
- FIN
Group Anchor Substrate Min.Edge Min. 'MIN.OF 3 THREADS GLASS TYPES 14 THROUGH
Distance FmbedmenY BEYOND THE METAL '17 MAY NOT BE USED
P.T.Scuthem Pine(SG=0.55) 716 1 /B" SUBSTRATE. J-CHANNEL OR INTEGRAL
(sleep83 S.S.SMS Steel,A36' 318. 0.050" "UNGROUTED CMU" - FIN FRAMES. -; o -
or 410 S.S.)
Steel Stud,A653 Gr.33• Will 0.0451"(18 Ga.) VALUES MAY BE 1 3
A Aluminum,6063-T5' 318" 0.050` USED FOR GROUTED GLASSTYPES 7,9,12,&14 - -
3116"steel Ultracon or P.T.Southern Pine(56=0.55) 7/%' -1-318" I. CMU APPLICATIONS. ' MAY NOT BE USED IN THE NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 13 -
Ultracoa+ Concrete(min.3 ks0 1" 13/8" D HVHZ ABOVE 30'. ,
3/16"steel Ultracon Ungrouled CMU,(ASTM G90)- 2-1/2" .1-1/4"-
3/16'steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1" 1-114"
#12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/8"
Steel,A38• 318" 0.050"
(steel,I"S.S. - ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN,INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES ,
Steel Stud,A653 Gr.33' 31&' 0.0451"(18 Ga.)or 410 SSJ. Aluminum 60Si-T5, 318'. ,: 0 063' BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 8-12.
B 1/4"steel Ultracon or _ - - LONG - LONG LONG SHORT
P.T.Southern Pine(SG-0.55) 1" 13/8" I'�"SIDE SIDE SIDE - SIDE
------ r-- --- ------ --------- T r--- ---� PRODUCT REVISED
1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" i i r
T r r r i i as eomplyln®with the Florida
1/4"steel Aggre-Gator P.T.Southem Pine(SG=0.55) 1" 1378' r- r- r r f. r r i Building Code
Concrete(min.2.85 ksi) 1" 13/4" oo oo oo ND61-0No. - 20A401.07
1/4'steel Ultracon xwi ixvJ xrn
Ungrouted CMU,(ASTM G90) 2-1/Z" 1-114" -m i r rn y Expiration Date 09/24/2025
C Concrete(min.3 ksi) 13/16" 13/4" �:•_..',
1!4"steel Ukrecort+ Ungrouted CMU,(ASTM G90) 1" • :1-1/4" - - - -- -- - By
LONG LONG LONG LONG LONG Gz Miaml-Dade Product Controi
1/4"steel Creleflex Concrete(min.3.35 ksD- 1" 13/4" fr SIDE �. I� SIDE �i I-'- SIDE -�1 I-- SIDE �-I I-"- SIDE -�I o
A
r--------- r--- ----1 r-- --I
1/4"steel Ultracon Concrete(min.285 list) 2-112" 1314" r r
1/4"steel Ultracon+ Concrete(min.3list) 2-12" 13W T �' ' - i i• i i C)REVISED ANCHOR TABLE.
1/4"steel Ultracon+ Ungrouted CMU,(ASTM G90) 2-1/2" 1.1/4' itiw ¢uii ,ri i g w ,ri w cAK-03/12120
D Concrete(min.3.35 ksi) 2-112" 1314" xmxmi �/' i x xm, !/ =m114"steel Creteflax to (aUngrouted CMU,(ASTM CAD) 2-1/2" 1-1/4"Concrete min.3.275 ksi 1-1/2" 131 ---� --
1/4"steel Aggro-Gator Grouted CMU,(ASTM G90) 2` 11 2'
•_ _ Material Min.FY Min.F„
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Steel Screw 92 ksi 12D ksi
Group Anchor Substrate Min'Edge Mn. 18-8 Screw 60 ksi 95 ksi 1076 TECHNOLOGY DRIVE
Distance Embedment! _..• yICENSF•'•(�
410 Screw 90 kst 110 ksl N.VENICE,FL 34275
E 2-12"x.131"Comman Nat P.T.Southern Pine(SG=.55) 318" 2-7/16" Elco/DeWait Agg2•GatovS. 57 list 96 ksi
2-112'Ringshank RodmgP.T.Nail P. Southern Pine(SG=.55) 3tB' 2.7/16` _ (841)-480-1600 _;�r; No.58705
Elco UltraCon® 155 ksi 177 ksi _ s '• 1k=
P.T.southern Pine(SG=.55)
3/16"DeWalt UltraCon+l 117 ksi 164 lost Aluminum,6063-T5' 3/8' 0.050"
(steal,18:9 S.S. 1/4"DeWalt UltraCon+0 148 ks( 164 ksl (�VSt�Std Gr.33 318 00451"
(is Ga.) - - - %O STATEb
F : ,or410S-S.) Steel.A36• 316' 0.050" 'MIN.OF3 410SSElElco/Deweit minumFl� 1 7.4ksi 1 9.7ksi
VINYL FIXED CASEMENT WINDOW NOA(LM o 919/14 %;��`•'• �iORIDr,.•••�_��
THREADS •'•••..... G
uthem
912 SMS% PTa min m,Pine
3tr QOW" THE Gr.Steeel Stud 33 kst 4 ksi 1 455 kst GLASS/ANCHORS/FRAME.OPTIONS om J ROSOWSKI �ksi I ��rIVALI
(steel,18A S.S. .Sted Stud,Gr.33' _ 3/8' 0.050"
or410 S.S.) META v = m - A LYNN MILLER,P.E.
,Steel,A36- .-3/9' 0.050- SUBSTRATE '.c, PW-5540 y NTS - 2OF 13 oz MD-5540.0 rc C p,E#58705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHOREDTHROUGHIFRAME ANCHORED THROUGH FRAME AND 1X
INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 - EMBEDMENT - SEE NOTE 2,THIS SHEET. EMBEDMENT
ANCHORED THROUGH
FRAME INTO 2X WOOD EDGE DISTANCE 1/4" _ 1/4'MAX,
SHIM 4 SHIM
FRAME OR BUCKSTRIP. _ 2
SEE NOTE 2,THIS SHEET. EDGE `' �� 5 0� EDGE
_ FLANGE EMBEDMENT DISTANCE +•;e =DISTANCE
•.i �
FRAME Iy
SHOWN 1"THICK I.G.
� TYP.ANCHOR TYPE, (� q TYP.ANCHOR TYPE,1/4"MAX.SHIM EMBEDMENT AND EDGE EMBEDMENTAND
2 TYP.ANCHOR TYPE, DISTANCE PER EDGE DISTANCE PER
SUBSTRATE, SUBSTRATE.SEE.
EMBEDMENTAND SEE TABLE 2,SHEET 2. TABLE2,SHEET 2.
EDGE DISTANCE PER
SUBSTRATE,SEE •.4".
TABLE 2,SHEET 2. l� 7/8"THICKI.G. .a
O
_ +•FLANGE EXTERIORt� VISIBLE LIGHT WIDTH —�-I o 7
6 a D 5 SFRAMME
LEGBOX
lu
NOTES: BUCK WIDTH FRAME
SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS _ --
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
7/6"THICK I.G. AND EDGE DISTANCE LIMITS.ANY INSTALLATION ,
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE ,
WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. '
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2.
BUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN j/4"MAX. -
LIGHT 1-1/2"THICK ARE TO BE CONSIDERED IX SHIM _
HEIGHT HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL 1/4"MAX.SHIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(GS),SEE
BUCKS DEPICTED AS 2X ARE 1-112"THICK OR TABLE 2,SHEET 2.
1"THICK I.G. GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O �� PRODUCT REVISED
DESIGNED AND SECURED TO PROPERLY TRANSFER to eomptytng whh the Florida
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Building Gods
_ AND INSTALLATION IS THE RESPONSIBILITY OF THE NOA-No. 20.0401.07
ENGINEER OR ARCHITECT OF RECORD. Expiration Daly 09/24/2025
O
3)VISIBLE LIGHT WIDTH HEIGHT(ALSO REFERRED By
" TO AS DAYLIGHT OPENING)G)IS MEASURED FROM MlaControll-Dade Product Control
EGfBOX
O BEADING TO BEADING. FLANGE EQUAL
L C)NO CHANGES THIS SHEET.
SHOWN
FRAME FRAME AK-03112/20
TYP.ANCHOR TYPE, SHOWN .I!
o EXTERIOR
EXTERIOR � EMBEDMENTAND -
• 4 EDGE DISTANCE PER INSTALLATION j INSTALLATION
SUBSTRATE,SEE OPTION 4 OPTION 4
EQUAL- TABLE 2;SH-EEf 2
•LEGBOX -- - -- ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL
sHRowrl r �vg"MAX.SHIM 1070 TECHNOLOGY DRIVE ``�`��O.yY'LYIV>V'��
N.VENICE,FL 34275 .•' vcENSF•,!!�
(941)480-1600 No.58705
- - - .- EMBEDMENT
VISIBLE LIGHT FORMULAS REGISTRATION#2szBs =� f4E F ZB
WIDTH:BUCK WIDTH-6.314' O�'.. AT INSTALLATION :(V�`
OPTION 2 HEIGHT:BUCK HEIGHT-6.3/4" VINYL FIXED CASEMENT WINDOW NOA(LM o 9/9/14 F1 \
ANCHOREDTHROUGH .• EDGEDISTANCE ; %�C�SS/. ORi01;.•NG?�
FRAME DIRECTLY INTO B c FLANGE&EQUAL-LEG/BOX FRAMES oa J ROSOWSKI
CONCRETEICMU. VERTICAL SECTION -B m
PW-5540 y NTS A1 3 OF 13 oz MD-5540.0 4 C A LYNN MILLER P.E.
N - P.E#56705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION
ANCHOREDTHROUGH FRAME INTO 2X OPTION
INSTALLATION OPTION 5 1/4"MAX•SHIM WOOD FRAME OR BUCKSTRIP.SEE NOTE 2, ANCHORED THROUGH INTEGRAL FIN 1/4"MAX.SHIM
EMBEDMENT INSTALLED INTO
ON' INTO 2X WOOD FRAME OR BUCKSTRIP. I-+— EDGE DISTANCE
ANCHORED THROUGH CONCRETE,SIMILAR
INTEGRAL FIN INTO 2X WOOD r EMBEDMENT j lon )
:OPTIONS 2&3) SEE NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEENOTE 2,THIS SHEET., EDGE 1 3
EDGE DISTANCE DISTANCE - -
�O O5 17=J-CHANNEL' _FRAME U
SHOWN 114"MAX.SHIM - - 1"THICKLG. - --- MENTTYP:ANCHOR TYPE, 1� OEMBEDMENT
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
AND EDGE DISTANCE PER DISTANCE PERD
n 11 11 1
SUBSTRATE,SEE TABLE 3,SHEET 2. SUBSTRATE INTEGRAL TYP.ANCHOR TYPE
(NAIL SHOWN) SEETABLE2, I / o EMBEDMENT AND EDGE
SHEET 2. �I.J/ 7/8'THICK I.G. FRAME FIN DISTANCE PER SUBSTRATE,
SEE TABLE 3,SHEET 2.
J-CHANNoEL EXTERIOR VISIBLELIGHTWIDTH 7 SHOWN (NAIL SHOWN)
S a D 5 FRAME - - -
NOTES: SHOWN BUCK WIDTH -
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C .
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. FBC COMPLIANTALUMINUM/STEEL FRAMING OR STEEL STUD. `
7/8"THICK I.G. MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
VISIBLE AS PER TABLE 2,SHEET 2 ALL WOOD BUCKS LESS ALSO FOR DADE-APPROVED MUWON
BUCK LIGHT THAN1-1/2"THICK ARE TO BE CONSIDERED1X -
HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL #10 OR#12 STEEL 1/4"MAX
HEIGHT' IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX.SHIM SMS(GS),SEE
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK TABLES 2&3. SHIM
P•THICKI.G. OR GREATER.IX AND 2X BUCKS(VIHENUSED) 01
SHEET2 ^ PRODUCT REVISED
SHALL BE DESIGNED AND SECURED TO PROPERLY as complying with the Florida
Build20-0401.07
TRANSFER LOADS TO THE STRUCTURE NOA�Io.WOOD OA- g ode
BUCK DESIGN AND INSTALLATION IS THE [E]
RESPONSIBILITY OF THE ENGINEER OR 0 Expiration Data 09/24/2025
ARCHITECT OF RECORD.
I��/ L D D;r y .
3)VISIBLE LIGHT WIDTH OR HEIGHTKING)I(ALSO Miami-Dade Product Control
Q REFERRED TO AS DAYLIGHT OPENING)IS FINAND/OR
MEASURED FROM BEADING TO BEADING, FLANGE MAYBE C)REVISED DADE MULLION
REMOVED IN-FIELD A NOTE.
3 INTEGRAL FIN ��o EXTERIOR AK-03/12/20
EXTERIOR FRAME SHOWN fl
a 'III�IIf INSTALLATION OPTION 7 V INSTALLATION OPTION$ '
INTEGRAL INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,FIN 2
INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET
SHROWN o SHIM 1070 TECHNOLOGY DRIVE .���` ��N G NrSN,��
N.VENICE,FL 34275
INSTALLATION EDGE (941)-480-1600 =.}: No.58705 �r
DISTANCE VISIBLE LIGHT FORMULAS /,
OPTION WIDTH:BUCK WIDTH-63/4". �"
ANCHORED THROUGH HEIGHT:BUCK HEIGHT-6.3/4" _ REGISTRATION#29296 3 � 0 •;'•
INTEGRAL FIN.INTO 2X a �O�'. S T OF f/
WOOD FRAME OR ` VINYL FIXED CASEMENT WINDOW NOA.(LM ` 919114 •F<�R+oP,•''����
BUCKSTRIP.SEE
SHEET. 2, EMBEDMENT TYP-ANCHOR TYPE,EMBEDMENT N i," o '��sS/ONAL
AND EDGE DISTANCE PER o J-CHANNEL&INTEGRAL FIN FRAME o� JROSOWSKI //+III+++"
VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3.SHEET 2.
(SCREW SHOWN) pW 540 NTS N 4 OF 13 z MD-5540.0 a C A LPNE#MI587LES P.E.
ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(X/)(/O)
TO-FIXED CASEMENT(OD (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
5 SERIES
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) - - AWNING
_A)INDIVIDUAL A:--63"MAX.FOR FIXED CASEMENT WINDOW
A=40"MAX.FOR CASEMENT
COMPONENTS: 5540 SERIES FIXED CASEMENT AI INDIVIDUAL A=60"MAX.FORAWNING 6)COMBINED - - (SILL) -
FRAME ASSEMBLY TUBMULL 5540 SERIES COMPONENTS: COMPONENTS: VERTICAL SHALLOW,FLUSH CAP
AWNING-1SECTION F-F FRAME ASSEMBLY
WINDOW
5540 SERIES WINDOWS'/` A ANCHOR TUBMULL
_FIXED CASEMENT FRAME / P
" A)(. .
MIN.#10 X 3/4"SMS Q - 5540 SERIES
TUBMULL F Alt
ASSEMBLY 17"MAXO.C.THROUGH CASEMENT
INSTALLATION HOLES, WINDOW
A' SEE WINDOWS - (HEAD)
APPROVAL FOR
F ANCHOR INFO.
MAXIMUM DESIGNWHEN 5CA CASEMSERIESENT—,
'127-IWMAX 1271/4"MAX.
PRESSURE WHEN CASEMENT `
USING THE FRAME WINDOW* 84"MAX / ADDITIONAL MULLION
ASSEMBLY TUBMULL, ANCHOR SEE NOTE 3,
SEE NOTE 2: THIS SHEET
+/-70.0 PSF G EXTERIOR
FRAME I -
ASSEMBLY
BI COMBINED TUBMULL ------G 5540
SERIES
R(SILL)CASEMENT
COMPONENTS: 8°MAX.,SEE NOTE 3,THIS SHEET /
q"MAX. ADDITIONAL MULLION ANCHOR S540 SERIES
4"MAX �� SEE NOTE 3,THIS SHEET FIXED CASEMENT / - VERTIf
WINDOW SECTIO
8"MAX, -
WINDOW SEE NOTE 3.
T
ANCHOR THIS SHEET
E E _ 'UNDER SEPARATE APPROVAL FRAMETUB M�LL
63"MAX.
FRAME ASSEMBLY TUBMULL NOTES ALSO SEE NEXTSHEET: MIN.#10 X 3/4"SMS Q 1T MAX PRODUCT REVISED
THROUGH INSTALLATION H
OLES, ae compl ng with the Florida
1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.. WINDOWS APPROVAL FOR ANCHOR INBuilding adoIf ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,TYPE,SHAPE,QUANTITY AND FRAME NOS-No. 20-0401.07
ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET.I � 5540 SERIESExPiretlon Dale 08/24I2025
127-1/4"MAX.- 2)ANY 5540SERIES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER SEPARATE FIXED CASEMENT ®yAPPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY WINDOW(HEAD) MiamiDads Product Control
TUBMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS
C)HORIZONTAL IN THE ASSEMBLY,USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZEAND C)NO CHANGES THIS SHEET.
SECTION E-E: DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR AK-03/12120
SHALLOW,FLUSH CAP FRAME ASSEMBLY TUBMULL APPLIES TO THE ENTIRE ASSEMBLY. r�
5540 SERIES •-
5540 SERIES FIXED 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE
FIXED CASEMENT '� o INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET,ON EACH OF
WINDOW e >a CASEMENT THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEGBOX FRAMES.FOR
WINDOW FIN OR J•CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN
ON SHEEP 6. �00 LY/VIV 4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED 1070 TECHNOLOGY DRIVE .,��•'• 1-ICEN&,'
TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10X 3/4"SHEET METAL SCREWS.USETHE N.VENICE,FL 34275 P•' ��SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT
FRAME ASSEMBLY TUBMULL MIN.#10 X 3/4"SMS Q 17" PRODUCT'S APPROVAL,UP TO 17"MAX.D.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE No.58705
MAX o.C.THROUGH (941)�80 1600 _ k
DEEP,FLUSH CAP INSTALLATION HOLES,SEE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO.BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR
EXTERIOR JOINTS TO BE SEALED BY INSTALLER. -O •;
WINDOWS APPROVAL FOR
SEE SHEET FOR FRAME nn ANCHOR INFO. REGISTRATION#29296 '� •�I�20
ASSEMBLY TUBMULLION V 5)THE FRAME ASSEMBLY TUBMULL MAY NOT EXCEED W"IN LENGTH OR BE USED IN TEE OR �O�'., S ATE OF :•'LV��
DETAILS CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY NOT EXCEEDATOTALOF 12 A/4" VINYL FIXED CASEMENT WINDOW NOA(LM o 9/9/14 %�,p'••'��...... ••'G��'�
IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME- � ••••
ASSEMBLY TUBMULL WIDTH. o FRAME ASSEMBLY TUBE DETAILS A o J ROSOWSKI _ ONAL
PW 5540 y NTS ig S OF 13 oz° MD-5540.0 C AL Yp,.M P E
i
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL FOR
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CUPPED,TUBE
MULLION UNDER SEPARATE APPROVAL
END CAP TO SPAN BOTH _ INSTALL 11 ADDITIONAL GROUP E �12i4"MAX,
WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR 127-1/4"MAX. I►- 83•MAX• +I
SEE NOTE 2,SHEET 5 SILICONE. 7 ADDITIONAL GROUP FANCHORS.
127-1/4^ FIXED
- - - -
FI%ED FIXED FIXED FIXED
- - -- --- - - -- - -- - - - � t27-1/4"MAX.
2 OR MORE WINDOWS WITH VERTICAL flxED 127-1/4•
FRAME ASSEMBLY TUBEIMULL MAX.
(4WINDOWSMAX.) 1 255-3/4•
EXTERI R F~ 127-1/4'MAX. 1-1/4• 127-1/4' FIXED -A M
AX
MAX
a � L F.
Y\ MAX, 2 OR MORE WINDOWS(4 WINDOWS
/ '� MAX.)WITH HORIZONTAL FRAME
pwN•` cpsErnENr AWN.•` ASSEMBLY TUBEIMULL
I-- 127-1/4"MAX.
�---- 255-3/4"MAX --
2 OR MORE WINDOWS WITH VERTICAL FRAME
SIDE VIEW ASSEMBLY TUBEIMULL.VARIOUS WINDOW
TYPES AND SIZES(4 WINDOWS MAX)
A-63"MAX.FOR FIXED CASEMENT
r k-40"MAX.FOR CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLY TUBEIMULL I A.60"MAX.FOR AWNING - -
FRONT VIEW A
1)APPLIES TO FIN OR J-CHANNEL FRAMES. -' FRAME ASSEMBLY TUBE NOTE *UNDER PRODUCT REVISED
REFER TO SHEET 5 FOR THROUGH-FRAME 1-1l4'
2)REQUIRED AT HEAOER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE- PCIXED SEPARATE is Building
lnB with the Florida
ANCHORAGE AND THIS SHEET I- CASE. � APPROVAL; Building Cod•
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. FOR NAIL FIN ANCHORAGE DETAILS NOA-M. 20-6401.07
TYP.AT ALL FRAME ASSEMBLY TUBE ENDS Expiration Date 09/24/2025
BOTH HORIZONTAL AND VERTICAL.
4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14". 127-1/4• `��` 255-3/4"
MAX MAX. gy `i/cJ..
' 127-IW Mlaml-Dada Pro uet ontro
MAX. C)NO CHANGES THIS SHEET.
E AK-03/12/20
1.250'
C
2 OR MORE WINDOWS(4 WINDOWS MAX.)WITH
1.874' --•-�� '221• —� �- REMOVEFOR HORIZONTAL FRAME ASSEMBLY TUBEIMULL
1.874• —►I� r FIN APPLICATIONS VARIOUS WINDOW TYPES AND SIZES. \`7•��1� II//I_ ..
• .62T �pRvY LYNN
100 3.250 37s• 14a0• I 1070 TECHNOLOGY DRIVE t
tS•.• LICENSE:
Oso• ' .ass N:VENICE,FL 34275
aso^
91 SHALLOW,FLUSH ODEEP,FLUSH -� -(941)-460.1600 _;�- No.58705 ^_
CAP.PVC CAP,PVC
EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR 93 FRAME ASSEMBLY TUBE ®
END CAP,PVC REGISTRATION#29298 'SS AI/C D
FRAME ASSEMBLY %0.(.'. T TE
90 TUBE.ALUM 6005-T5 �= VINYL FIXED CASEMENT WINDOW NOA(LM g 9/9r14 ; s •..•.••••..••.•
'PI ORIDP
o FRAME ASSEMBLY TUBE DETAILS o4 JROSOWSKI ALIE��`��
PW-5540 NTS 6OF13 oz° MD-5540.0 C ALYNN P.E#58705058705,P,E
718"NOM. 718"NOM. 718"NOM. 718'NOM.
5/16"A/A PVB 5/16"A/A PVB I 5116"A/A PVB 5/16"A/A PVB
7/16'AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3!8"AIR SPACE PRODUCT REVISED
as eompl ng with the Florida
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS ascoBuilding n
G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR NOA-o• 20.0401.07
Expiration Date 09/24/2025
80 83 80 83 80$3 80-83
Neva-Dade Product Control
C)NO CHANGES THIS SHEET,
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 AK-03112/20
2
1"N 1"NOM. 1"NOM. I'll M.
I I w 4 U
> '^aa
7/16"A/A PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG U
p rn
7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE } aloQ p o
1/8"T GLASS 3116"A GLASS 3116"T GLASS 3/16"A GLASS O 3 n
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z ILL to -0. v 80 QD uMa�
80$3 80�3 80 83 80A3 F Z "N
oLIj
;� po �a
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z z o
w r.
W t_vs
1"NOM. •-+{ 1"NOM. 1"NOM. -�{ •® z U
11Y NOM.GLASS F W (3 aluag
7/16"A/A SG r BITE TVP' � LL Z
7/16"H/H SG 7/16"H/H SG— EY
3/8"AIRSPACE 7/16"AIR SPACE 318"AIR SPACE 6 7 O iNo.587n5
74 Zin
a3/16"T GLASS 1/8"TGLASS 3/16"TGLASS ja a EXTERIOR EXTERIOR aEXTERIOR 78 � - ��t 111t EXTERIORGLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 G1�
GLAZING NOTES:
"A"=ANNEALED - -
"H"=HEAT STRENGTHENED c ��}O 7 JJC I7 it:.•��`
-r=TEMPERED ., CIS
"PVB"=.090"TROSIFOL®PVB - 'GLASS TYPES I4 THROUGH ' GLASS TYPES 7,9,12,814 < •' '�CC.•'•'IZ ORION.''•ram`
BY KURARAYAMERICA,INC. 17 MAY NOT BE USED VOITH MAY NOT BE USED IN THE 'i ss' ........ G�\��
"SG'=.090"SENTRYGLASSINTERLAYERBYKURARAY J-CHANNEL ORINTEGRAL HVHZABGVE3.01. 7YP.GLAZING DETAIL '�./'01A 00'
AMERICA,INC. •FIN FRAMES • /1/111 1 1 1 1 0 0
1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. - A LYNN MILLER,P.E.
P.E#58705
TABLE 4:
Window Design Pressure,(+I-psf) us°°��b
ror Gtass 7
1/8"A Cap-Airspace-5/16"A/A with PVB Typo:
Window Long Side(n) TABLE DIMENSIONS MAY BE
Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR
18 +1-50 +/-50 +/-SO +/50 +/50 +/50 +"0 +/-50 +/50 +/-50 +/.50 +1-50 HORIZONTALLY AS SHOWN.
20 W50 +/-50 +/-50 +/50 +1-50 +/50 +/50 +/.50 +/50 +/50 +/50 +/-50 LONG PRODUCT REVISED
SIDE as eom Iyy��ngg with the Florida
Buildi22 +/-50 +/-50 +/-50 +/50 +/50 +1-50 +/-50 +/50 .+1-50 `+/50 _ +/50 -+/-50 �— LONG SIDE NGA-No.
Co di 20-0401.07
24
+/-50 +/-50 +/-50 +/50 +/50 +/50 +/-50 +/50 +/50 +/-50 +/50 r/50 NOkralo.
_-28. _- +/50. _ +/-50_ - +/50_ +/50 +/-50 _+/50_ +/50 _ +/-50 +/50 +/-50 +/50 +/50 Expiration oat.09/2412025
SHORT
28 +/50 +/-50 +/-50 +/50 +/50 +/50 +l50 +/-50 +/50 +/50 +/50 +/50 - SIDE dY
30 +/50 +/-50 +/-50 +/50 +/50 +/50 +/-50 +/50 +/-50 +/-50 +/-50 yy ,y,l SHORT Mlam-0aa.Pro uet Gontro_
V J— SIDE
m 32 +/50 +/-50 +/50 +/50 +/50 +/50 +/50 +ISO +/50 +/50 C)NO CHANGES THIS SHEET.
N 34 +/50 +/-50 +/50 +"0 +/50 +/50 +/-50 +/50 +/50 AK-03/12Y20
36 +/_50 +/-50 +/50 +/50 +/50 +150 +/-50 +/50 LONG SIDE
N 38 +/50 +/50 +/-50 +/50 +/-50 +/-50 +/50
40 +/50 +/-50 +/-50 +/50 +/50 +/50
42 +/50 +/-50 +/50 +/50 +/50 MAX.O.C.SPACING IF ANCHORING' MAX.O.C.SPACING IF ANCHORING SHORT /,�/ LONG
SIDE SIDE
f/ V
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 U)
44 +/50 +/-50 +/-50 +/-50 � j tA,
48 +/50 +/-50 +/-50 APPLIES TO A.B,CORD ANCHORS APPUESTOEORFANCHORS W �.
48 +/-50 +/50 (SEETABLE2) (SEETABLE3) O 0) 0 (0
u
51.05 +l-50 �" 4" I SHORT O 3 °N O t0
-�I SIDE 0-3 oo - ,(a O
z a(D QO
TABLE 5: _ - LU Z � JMO
Window Design Pressure,(+/.psf) Useft�95 8 0 Lu: o for a
1/8°T Cap-Airspace-5/16"A/A with PVB Type: o z O7 z (n
Window Long Side(in) m O
Dimensions 60.926 64 66 68 70, 74 77 80 84 87 92 97• 99 W CO o0
32 +/-50 +/50 +/-50 +/SO +/SO +/-50 +/50 +/-$0 +/50 +/-50 +/-50 +/-50 +/50 UJ
m W Is°vs
34 +/50 +/-50 +1.50 +/50 +/50 +/-SO- +/50 +/50 +/-50 +/50 +150 +/-47.3 +/.46.7 �
LU
36 +/-50 +/50 +/-50 +/50 +/50 +/50 +/-50 +/50- +/50 +/=50. +/.47.5 +/45.4 +/-04.8 ® V N Z
38 +/50 +1-50 +/-50 +/-50 +150 +/-50 +/50 +/-50 +/-50 +/A9.1 +/416.1 +/-43.9 I= W LU
40 +150 +150 +/-50 +/50 +150 +1-50 +/50 +/-50 +150 +/-08.2 +1A5.1- X (LLL p
42 +/50 +/50 +/-50 +/-SO +/50 +/-50- +/-50 +/-50 +/-49.8 +/.3Z4 z
-I 55 (n
m 44 +/-50 +/-50 +1-50 +/-50 +150 +/50 +/-50 +/-50 +/-48.9 z W 3
a-i 46 +/-50 +/-50 -+/50 +/-50 +/50 +/-50 +/-50 +/.L9.9 > ❑ a.
0 48 +/-50 +/50 +/-50 +/-50 +/50 - +/-50 +/-50 - °n1 •�se0 saNas
N 50 +/50 +/50 +/50 +/50 +/-50 +/50
MAIL O.C.SPACING IF ANCHORING MAX.O ANCHORING LY
52 +/50 +/50 +/-50 +/50 +/50 THROUGH THE FRAME PER SHEETS
3&4 THROUGHTHE INTEGRAL FIN
PER SHEEi4 NOTES:
54 +/50 +/50 +/-50 +/50 �a �IGENSF.,l�
+ APPUESTO A.B,CORD ANCHORS APPUESTOEORFANCHORS
$B /50 +/50 +/-50 1)BUCK DIMENSIONS SHOWN. Q:•'
+/-50 (SEETABIE2) (SEETABLE 3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =$r: No.58705
60.926 +ISO v 3.VFOR E ANCHORS,4•FOR FANCHORS NEXT AVAILABLE SHORT OR LONG DIMENSION. 7-0 c _
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2), .� tT
1jFIND THE SMALLEST SQUAREWINDOWSIZE IN :�,�'•, TE F '•��'`
- - - THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL % (� '•.FLORIOP,.•'G\=�
- WINDOW WILL COMPLETELY FIT WITHIN. 'isS/ .1 ���
ONALI �,:•
A.LYNN MILLER PZ
P.E#58705
TABLE 6:
Window Design Pressure,(+/_ps{) Use this table
3/16"A Ca -Airs ace-5/16"A/A with PVB for Glass 9&10
3/16"T Ca -Airspace-5/16"A/A With PVB Types.
TABLE DIMENSIONS MAY BE
Window Lang Side(in) ORIENTED VERTICALLY OR
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +/-50 +/SO +/_50 +/50 +/50 +/-50 +/50 +/50 +/SO +/SO +/50 +/-50 +/-50 LONG PRODUCT REVISED
SIDE as eo n, ng with the Florida
34 +/50 +150 +/_50 +/_50 +/50 +/_50 +150 +/50 +/-50 +/50 +/_50 +/50 +/5 LONG SIDE 0 �y eullding ae�g"
38 +/50 +/50 +/-50 +/S0 +/50 +/50 +/_50 +/50 +1-50 +/_Sp +/50 +/5p +/-$p NOA-No. 20.0401.07
38 +/-50 +150 +/-50 +/SO +/50 +/50 +/SO +/50 +/-50 +/-50 +/50 +/SO Expiration Date 09/24/2025
SHORT
40 +/SO +/SO +/-50 +/So +/SO +/-50 +/SO +/SO +/SO +/50 +/SO SIDE gy
42 +/-50 +/-50 +/-50 +/-50 +/50 +ISO +/SO +/SO +/50 +/50 SHORT Mlanal-Dade Product Control
c
S0 +/50 +/ +/50 +/.50 - SO +/50- +/SO +/50 +/-50 SIDE
� � +/ C)NO CHANGES THIS SHEET.
to 46 +/-SD +/_50 +/-50 +/50 +/-50 +/-50 +/SO +/-50 AK-13112I20
48 +/-50 +/SO +/-50 +/-50 +/50 +/SO +/_50
�— LONG SIDE
N 50 +/.50 +/SO +/.50 +/-50 +/-50
52 +/-50 +/50 +/-50 +/-50 +/50PACINGN
MAX.
MAX.O.C.SPACING IFAN[HONG MAX.O.C.SPAUNGIF ANCHORING +
THROUGH THE FRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PERSHEEr4 SHORT ,J/
54 +/-50 +/SO +/-50 +/-50 SIDE q� gj LONG
56 +/-50 +/50 +/-50 APPUESTO A,B,CDR DANGIORS- APPUESTO EORFANCHORS yy 'N SIDE W co U
5B +/5D +/-50 (SEETABLE2) (SEETABLE3) _L > 3 '^aFl
LS° 3.5°FOREANGIORS,4"FOR FANGi0R5
60.928 +/SO p rn 0 o
_ I 0 N ala0 7
SHORT i O -a �
TABLE 7: SIDE 0 LL C3 d ,is
Window Design Pressure,(+/_psi z m z DxD,o
Use Rta table U V C
for Glass 11co
1/8"T Cap-Airspace-7/16"A/A With PVB Type: F w`� O sM
Window Long Side On) > ❑
Z O]
Dimensions 60.826 64 66 68 70 74 77 80 84 87 92 97 89 Z°: g to
32 1+/-70
+/-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 71 W O
34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 W Fma-
36 +/_70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 ,D W hays
it
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ® 00
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/_70 +/-70 +/-70 +/-70 +/-70
uJ
Z V � 2
42 +/-70 +/-70 +/_70 +/-70 +/-70 +/-70 +/-70 +/_70 +/_70 O W LU a S
o F ❑ W ID
m 44 +/-70 +/-70 +/-70 +/-70 +/_70 +/-70 +/-70 +/-70 X O_
'a�-i 46 +/-70 +/-70 +/_70 +/_70 +/-70 +/_70 +/-70 +/-70 y
G
48 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 ¢ Z W ?�
N 50 +/-70 +/70 +/-70 +/-70 +/70 +1-70 > ❑ a
52 +l70 +/-70 +/-70 +/-70 +/-70 - MAX.O.C.SPAGNGIFANCHORING MAX.O.C.SPACING IF ANCHORING apt •DsaO saua5
54 +/-70 +/-70 +1-70 +/-70 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4
56 +1-70 +/-70 +/-70 APPLIES TO B,CORD ETABLE2)ANCHORS APP(SEET'A ANCHORS NOTES: \���`�CS1Y'L`Nly�7j.,�'
58 +/-70 +/-70
]5.5' 4" 1)BUCK DIMENSIONS SHOWN. ` a�,•'• _1GEFISF•'•�C
80.928 +/-70 2 FOR SIZES NOT SHOWN,ROUND UP TO THE �'• •��
NEXT AVAILABLE SHORT OR LONG DIMENSION. 7:: N0.56705
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '.• is IZFIND THE SMALLEST SQUARE WINDOW SIZE IN b THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL %�T•'• ATE F (V
WINDOW WILL COMPLETELY FIT WITHIN. i�s '•"40RIOP,,•'•\C\�
ONAL E��.�.
A.LYtSN MILLER RE
P.E058705
TABLE 8: - -
Window Design Pressure,(+!-psf) = Use this table
for Glass 12
3/16"A Cap-Airspace-7/16"A/A with PVB Types.
Window Long Side(in) TABLE DIMENSIONS MAY BE
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +/-70 +/70 +1-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 HORIZONTALLY AS SHOWN.
34 +/-70 +/70 +/70 +170 +/70 +/-70 +1-70 +1-70 +170 +1-70 +1-70 +170 LONG PRODUCT REVISED
36 .+/-70 +1-70 +I70 +!70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE as complying with tho Florida
[-- LONG SIDE b Building Coda
38 +/70 +/-70 +/70 +J-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 - R/ NOIL-No. 20-0401.07
40 +/70 +/70 +/70 +/70 +/70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 r Expiration Data 09/24/2025
42 +/-70 +/70 +/70 +f 70 +/-70 +/-70 +/-70 +/-70.- +/-70 +/-70 - -+/-69.5- +1.66.7- ------ SHORT _
_ SIDE By
44 +/-70 +/70 +/70 +/70 +1-70 +/-70 +/--70 +/-70 +/-70• +/-69:9 +/-66.4• -+/•63.7 - SHORT MIam-D ad o ro ud omro
46 +/-70- +/-70 +/-70 +I70 +1-70 +1-70 +/-70 +1-70 +/=69,9 +1-67.4 +/•63.9 +/-61.7 SIDE
C)NO CHANGES THIS SHEET.
- 48 +/70 - +/-70 +1-70 +/-70 +/-70, t/-70 +J-70 i1-70' +/{7,8 +/-65.3 +/-61.9 +IS9.7 pF(_03/1y20
v 50 +!70 +1-70 +170 +/70 +/-70 +1-70 +/-69.5 +/-68.5- +/-65.9 - +J-63.4 +/-59.9
r 52 +/70 +/70 +/70 +/70 +/-70 +/-70 .+/-67.8 +/-66.9 +/-64.2 +/-61.6 "" �- LONG SIDE -r{ ,
N 54 +/70 +!70 - +/70 +/70 +/-70 +/-70 +/-66.2 +/-65.3
56 '+/-70 +%70 .+/-70 +/-70 +/-70 +/-69,2 +/-64.7 "+/-63.8 SHORT f/ LONG
57 +/70 +!70 +/70 +/-70 +/-69.8 +/-68.1 +/•64 _. SIDE y/ SIDE Y U
60 +l70 +/-70. .+/-70 +1f9.7 ,+1.67 +/-65.3 L LU 'aea
MAX.O.C.SPACING IFANCHORING MAX O.C.SPAONGIFANCHORING 'Lr
62 +/70 +/-70 +/-69.91 +1-67.9 +/-65.2 m O o
THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRALFIN PER SHEET 4 '❑ 65
64 +/70 +/-70 +/•68.3 +/{6.3 }r 0150 U C
66 +/-69.9 +!{8.9 +/-66.7 APPLIES TOB,CORDANCHORS APPUESTO F ANCHORS SHORT O 'S
68 + to
/•68.4 +/•67.4 '(SEETABLE2) •- (SEETABLE3) - SIDE OJ J D ' d
69.649 +I�7.1 - - - 15s" _a- Z U W TABLE 9. CD
QO u.wo,0 g
U U d Z
use BtiA-tlble LU p sma
for Gass 13 ._.
Window Design Pressure,(+/-psi) r`>v ❑ U
3/16"T Cap-Airspace-7/16"A/A with PVB Type: �'z°' z, rn.
Window - Long Side(in) - .m O
Dimensions 69.649 .71 73 75 78 80 85 86 89 92 96 99 W F o
32 +/-70 +/-70 +1-70 +/-70 +/70 +/_70 +/-70 . +/-70 +/-70 +/-70 +/-70 +/-70 a W leevs
34 _ +/70 +/_70 +/-70 +/-70 _+/-70 +/70 •+/-70 _ +1-70 +/.70 _ +1-70 +/-70 +/_70 ® si rA
N
+/_70 +/-70_ +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 V 36 +/_70_ z rN Z
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/_70 +/-70 +/-70 +/_70 +/-70 +/-70 +/_70 O
F W � I-S.40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/_70 +/-70 +/-70 +/-70 X 0_42 +/_70 +/-70 +J-70 +/-70 +/-70 +/-70 +/70 +/-70 +/_70 +/70 +/-70 +l-70 LLZ044 +/-70 +/70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/70 +/70 +/-70 +/70 z LU 46 +/-70 +/-70 •+/-70 +/-70 - +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 - +/-70 +/.686 > ❑
48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/_70 +/70 +/-70 +/-70 +/-68.8 •+/-66.3 eR1 '�se0 scuag
•_010 .50 - +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 +/•66.6
r - '52 . +/_70 +/-70 +/70 +/_70 +/-70 +/-70 +/_70 +/-70 +/70 _ +/-68.50Alf i•m/�
NOTES: \�.............
54 +/-70 +/-70 +/-70 - +/-70 +/-70 +/_70 +/-70 +/-70 +1-69,5 1)SUCK DIMENSIONS SHOWN.
a.•' �LCv4 ••,(�
.56 +/-70 +/-70 +/70 +/-70. +/-70 +/-70 +/70 +/-70 Z, •:��
_ +/_70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ NO.58705
57 ,+/-70 +/-70 +1_70 +/-70 +/-70
NEXT AVAILABLE SHORT OR LONG DIMENSION. `+ _-
60 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 62 +/-70 +/-70 +/-70 +/-70 +/-70 MAX.O.CPACING IFANCNNORING MAX O.G SPACINGffANCHORING ` '
S 3)FOR ARCH WINDOWS(SEE SHEET
- S a -
THROUGHTHEFRAMEPERSHEET53&4 THROUGHTHE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN %O�•. & TF /F tf/\
64 +/-70 +/-70 +/-70 +/_70
THE TABLE(S)ABOVE.WHICH THE ARCHITECTURAL �'�� F-
66 11
+/-70 +/70 +/-70 APPLIES(SEETABLE2)NCHORS AVP(E'EITOAB�[HORS WINDOW WILL COMPLETELY FIT WITHIN. ���,SZo - L'EN��=`
6AL
9.649 39' A.LY14N MILLER,P.E.
P.Ei158705
i
TABLE 10: -
Window Design Pressure,(+1-psf) Us.fts I.bL
for Glass 14
3/16"A Cap-Airspace-7/16"A/A with SG Type:
Window Long Side(in) TABLE -T
Dimensions 69.649 71 73 75. 78 80 85 66 89 92 96 99 ORIENTED VERTICALLY
DIMENSIONS MAY R }I
ORIENTED VERTICALLY
32 +80/-110 +801-110 +80/-110 +BO/-110 +80/-110 +801-110 +80/-110 +60/-110 +80/_110 +80/-110 +80/-110 +80/-110 HORIZONTALLY AS SHOWN.
34' +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-109.4 +80/-108.3 +801-107.6 LONG PRODUCT REVISED
36 +801--110 +8O/-110 +801-110 +801-110 +80/-109.5 +801-108.6 +80/-106.8 +80/-106.5 +801-105.5 +801-104.7 +801-103.6 +801-102.91 SIDE as complying with tho Florida
LONG SIDE Bullding Code
38 +80/-109.7 t80/-108.9 +80/-107.8 +801-106.8 +80/-105.5 +80/-104.6 +80/-1027 +80%1024 +80/-101.4 +801-100.5 +80/-99.4 +801-98.7 ��- NOA-No. 20-0401.07
40 +80/-106.3 +80l-105.5 +801-104.4 +801-103.3 +80/-101.9 +801-101 +801-99.1 +801-98.7 +8af-97.7 +80/-98.8 +80/-95.7 +801-95 T- Expiration Date 09/24/2025
42 +80l-103.3 +601-102.5 +801-101.3 +801-100.2 +80/-98.8 +801A7.9 +80/-95.8 +801-95.5 +801-94.5 +801-93.5 +801-92.4 +801-90.7 SHORT Gam.
D
44 +801-100.7 +801-99.8 +80/-98.6 +80/-97.5 +601-96 +80/-95 +801-92.9 +801-92.6 +801-91.6 +801.90.4 +80/-87.1 +801.84.7 SIDE SHORT Mlami-Dade Product Control
46 +801-98.4 +80/-97.5 ,+80/A6.2 +80/-95 +801-93.4 +80/A2.5 +801-90.3 +80/-89.9 +80/-88.1 +80/-85.5 +801-83.1 +801.81.6 SIDE
0 48 +80/.96.3 +80/-95.4 +80/-94.1 +80/-92.9 +801-91.2 +80/A W-
0.2 +888 +801.87.6 +801-84.6 +80%826 +801.80.2 +/-78.6 C)N0 CHANGES THIS SHEET.
„AK-03/12/20
_v 50 +801-94.6 +80/-93.6 +80/A2.2 +SO/.90.9 +80/.89.2 +80/A8.2 +80185.4 +801-84.5 +801-82.4 +801.80.2 +/-77.6 0
rn 52 +801--93 +801-92 +801-90.5 +80/-89.2 +801-87.4 +801-86.4 +801-83.3 .+80/-82.5 +801-80.2 +/-78 LONG SIDE -�
'
No 54 +801-91.7 +80l-9D.6 +80l-89.1 +801-87.7 +80/-85.8 +80/•84.7 +801-81.3 +801-80.4 +/78.1 a:
56 +801-90.5. +80/-89.4 +80/-87.8 +801-86.4 +80/-84.4 +80/-83.2 +/-79.3 +/-78.5 SHORT LONG
57 +801-90 +80/-88.8 +801-87.2 +80/-85.8 +80/93.4 +60/-82 +1-78.4 SIDE SIDE Ul U'
60 +801.87.2 +801-86 +8D/-84 +80/-82.5 +80/-80.1 +/-78.6 - .� j •„"y
62 +801-84.6 +801-83.8 +80/�82.1 +80/-80.4 +/-78 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 0�7
THROUGH THE FRAME m OPER SHEEi53&4 THROUGH THEINTFGRAL FIN PER SHEET4- O
64 +80182.9 +80/-82 +801�0.1 +178.4 >-43 n aIW O
66 - +80/-81.1 +801-80.1 +/-78.3 - APPUESTOB,CORDANCHORS (9 fV In
68 _ +/-79.3 +/-78.4 (SEETABIE 2) NOTAPPUCABLE GLASS TYPES I4 THROUGH y SHORT -I ' tO
- '17 MAY NOT BE USED WITH SIDE U J C)
69.649 +1-77.7 - �Z" J-CHANNEL OR INTEGRAL Z tL m < UMO1O
TABLE 11: - D FIN FRAMES. U V Z. ,
00
Window Design Pressure.(+/-psi - Weftmble 15 o W'T
--for Glass
3/16"T Cap-Airspace-7/16"A/A With SG Type: c rn z o r
LL
Window Long Side(in) Z a CLU
l)
Dimensions 77.76 79 81 1 83 86 87 1 91 1 94 96 99 104 107 ill Z m
36 +801-110 +801-110 +80/-110 +80/_110 +801-110 +801-110 +801-110 4801-110 +g0/110. +801-110 +801-110 +80/-1lo +80/-110 ALLOWABLE MAX.O.GSPAQNGIF LU r
40 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-109.9 +80/_108.5 +801-107.5 +801-106.9 +80/-106.1 +801-104.8 +80/-104.1 +80/_103,3 ANCHORGROUPS ANCHORING THROUGH W_ laays
- 'PERSHEET2 THE FRAME PERSHEEr3 - ® Q 0
42 +801-110 +80/-109.8 +80f-108.8 +80/-107.9 +801-106.7 +80/-106.3 +80/-104.8 +801-103.8 +go/-103.2 +80/-1 W.8 +801-97.7 +80/-96.4 +801-94.8 B,C OR D 13.2" = U
44 +801-107.3 +BO/-106.7 +801-105.7 +8D/-104.7 +801-103.4 +801-103 +80l-101.4 +BD!-98.6 +80/-96.7 +80/-94.1 +80l91.4 +80/-90.3, +80/$9.2 Z o w Z
0
46 +80/-102 +gW-101.3 +gp/_100.3 +80/_99.2 +80/-97.3 +801-96.2 +80l-92.5 +gol-90.4 +80/99.2 +801-87.3 +801-84.4 +801-82.7 +80/:80.5 W
H elo"g
U- (. o
50 +80/-99.8 +80/99.1 +80l-98 -+80/-96.9 +601-93.9 -+801-93.1 +80/-89.9 +80/-87.7 +80/-86.2 +801-84.3 +801-61.1 +/-79.3 +!_77 y u- Z
51 +60/-98.8 +80/-98 +80/-96.9 1 +80/-95.8 +80/-92.8 1 +801-92 +801-88.7 +80/-86.4 +80/-85 +80/-82.8 +/-79.6 +/-77.7 +/_75.3 W } 2
54 +801-96.1 +80/-95.3 +80/-94 +80/-92.1 +BW189.4 +801-88.5 +80/-85.1' +801.82-7 +001.81.1 +/-78.9 +/-75.3 `+/-73.2 +/-70.6 0: z W OL
_ -aA1 a
gp2 - j 0
56 +801-94 +80/-93.2 +801-91.6 +80/-90.1 +80/-87.2 +80/-86.3 +80/-82.8 +
'osa0 seuag,
-8 58 +80/91.4 +80/-90.6 +80/-89 +801-87.5 +801-85.1 +80/-84.2 +801�80.6 +/_78 +/_76.3 +/_73.8 '+/_70.2
c 81 +80/97.8 +801-87 +80195.3 +601-83.6 +801-81.2 +80/-80.5 +1-77.3 +/-74.8 +/-72.6 +/_70.4 e4Y LY(w 'y
GO
63 +80l-85.5 +801.84.6 +801-828 +80/-81.1 +/-78.8 +/_78 +/-74.8 +/_72.3 +/-70.6 NOTES: �l� O�IGENSF x�(�
1)BUCK DIMENSIONS SHOWN.
64 +80/$4.4 +60/83.5 +80/81.7 +1-80 +/_77.5 +/-76.6 +/-73.5 +/_71.2
66 +801-82.2 +801-81.2 +/-79.4 +/-77.6 +/-75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =%':• NO.58705
gg +/$0 +/-79.1 +/-77.2 +/_75.4 +/_72.7 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ �_
70 +/-78 +/-77,1 +/-75 +/_73.2 +/-70.5 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
THROUGH THE FRAME PER SHEErS3&4 THROUGH THE INTEGRALFIN PERSHEET4 FIND THE SMALLEST SOUARE,WINDOW SIZE IN �.(l•'. TE O�••/(/�
72 +/-76 +/-75 +/-73 +/_7.1.1
74 +l-74.1 +/-73 +/-71 APPUFS70 B,COPDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL iC�s'AORIOr!..•'
WINDOWWILL COMPLETELY FITWITHIN.
76 +/-72.2 +/-71.1 - (SEETABlE2) NOTAPPUfABLE �i�fONf�L ICI L1�`
LL77.71 +/-70.5 1 13.2"
A LYNN MILLER,PE.
P.E#58705
TABLE 12: '- fI P+/-Window -
ndow Design Pressure,( s use ads table TABLE DIMENSIONS MAY for Gass 16 ORIENTED VERTICALLY OR
118"T Cap-Airspace-7116"H/H with SG Type: HORIZONTALLY AS SHOWNLONG
Window Long Side(n) 'SIDE
-� Dimensions 60.926 64 66 68 70 1 74 77 -so 84 87 92 97 99 �— LONG SIDE _
32 +80/-110 -+801-110 +801-110 +80)-110 +80/-110 +80/-110 +801-110 +801-110 +g01-110 +801-110 +80/-110 -+80/-110 +80/-110 PRODUCT REVISED
34 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +W-110 +80/-110 +80/-110 as compf wIth the Florlda
36 +80/-110 +801-110 +801-11D +80/-110 +-!L1!10 t80/-110 +g01-110 +80/-110 +80/-110 +80/-110 +g0/-110 +gp/_110 +80/-110 SHORT Building odo
SIDE- NOA-No. 20-0401.07
38 +80/-110 +80/-110 +g0/-110 +801-110 +80/-110 +601-110 +801-110 +80/-110 +801-110 +g0/_110 +80/-110 +gp/-110 y SHORT Expiration Date 09/24/2025
1_ 'SIDE - -
- :40 - +80/-110 -+801-110 -+g0/-110 +80/-110 +80/-110- '+80/-110 +80/-110 +g0/-110 +801-110 +801-110 -+80/-110 --
42 +80/-110 +80/410 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 By
_ Mlaml-0ade Product Control
44 +801-110 +80/410 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 -
LONG SIDE —►� � C)NO CHANGES THIS SHEET.
y 46 +801-110 +801-110 +801-110 +80/-110 -+801-110 +80/410 +801-110 +80f-110 AK,03112120
48 +801-110 +801-110 +801410 ±801-110 +801-110 +80/-110 +801-110 -
N 50 •+801-110 +80/-010. +80/-110 +801-110 +801-110 +801-110 - - SHORT /�/ LONG
52 +80/410 +80/-110 +80/-110 +801-110 +B0/-110
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE f/ ,SIDE p
54 +801-110 +80/-110 +got-110 +801-110 THROUGH THE FRAME PER SHEET538:4 THROUGH THE IN7EGPALFIN PER SHEET4
56 +80/-110 +60/-110 +804110 APPUEs 7o B,cog OANCHORS Y U
58 .. (SEETABLE2) -,NOTAPPUCABLE tu
+g0/-110' +80/-110 - GLASS TYPES 14 THROUGH >
60.928 +80/-110 1L 3° 17 MAY NOT BE USED WITH SHORT m
I J-CHANNEL OR INTEGRAL SIDE ❑ Or (('5
. .. •FIN FRAMES. '--I- al°0
TABLE 13: - ❑,1 ttn
o
Window Design Pressure(+1-psf) �a this table 0-J'C, M�
ror class 17 Z t0 a0 ° o
3H6"T Cap-Airspace-7I16"H/H with SG• To.: =Lm Z
Long Side(in) W x so � "eN
Ndndow• - -
Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 10Z 111 Ila 120 125 136 144 ~W p O,RD
co
36 +801-110 +BO/-110 +80/-110 '+80/-110 +80/-110 +80%110 +BO1-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +8p/410 +B01-110 +80/-110 +801-110 +80/-110 > ❑ W
4or +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801410 +80/-110' +801-110 +801-110 +80/-110 .+80/-110 +80/-110 +80/410 +80/-110 +801-110 LL
J O
42 +80/-110 +80/410 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 Z to C"
44 +80/-110 +60/-010 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110. +80/-110 +BOh110 +80/-110 +801-116 +801-110 +801-110 +80/-110 +80/-110 w H
48 +80/-110 +80/_110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +8O/-110 +801-110 +801-110 +801-110 +80/-110 ® 'a LU Wa, 1°ayS
50 +80/-110 +801-110 +801-110 +801-110- +801-110 +801-110 +80/-110 +801-110 +SOf-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80f-110 CO) U) F
51 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +861-110 +801-110 +80/-110 +80/-110 z U N Z
o_
54. +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 F u1 a.
K al.-S
58 +BO/-110 +BO/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 u. Z
v 58: +80/-110 +80/_110
+80/-110 +801-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 w
to
to 61 +801-110 +80/410 +801-110 +601-110 +801-110 +801-110 +60/-110 +80/-110 +801-110 +80/-110 m ? W
r ❑
z _ _ _ + - 0 +80/-110 +80/-110 +80/-110 +801-110 eprl •°sa0 sauaS
+ - 0 80/11+ + o soy 11
N'
83 801 110 80/1 10 80/11
�64 +801-110 +801-110 +80/-110 +80/-110 +60/410. +801-110 +80/-110 +80/-110
.66 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 �� t, LlN1�1
66 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 '��•'•�tCENSF'
X.O.C.SPACING IF ANCHORING
MAX.O.C.SPACING IF 5M
+ - 0 +80/-110 `t:
+ 0 + +80/-110 80/11
70 80!11 801 110
72 +80/-110 +gD/-110 +80/-110 +80/-110 THROWHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEET _ •.'A
No.58705
P TOB CORDANCNORS .�.
AP UES - -
+ - 0 +80-110 +801-110 - //��
74 80J 11 / � :�t-
(SEETABIE 2) � NOTAPPUrABIE --U
q
76 +80/-110 +80/-110 s 'Off'•• 5 TE �:':/���
T7.76' +eor-110
�:�FS••.^t oRID�.•NG�?
NOTES: 70IVAL1�������
1)BUCK DIMENSIONS SHOWN.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - A.LYNN MILLER,RE
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THETABLE(S)ABOVE WHICH THE AitCH(TECTURAL WINDOW WB1 COMPLETELY FIT WRHIN. P.E#58705
1•
1 3.500" 3.500" 3.500" 3.500"
1.376" a
.355" - .075" .075" _ .075"�7 .075'
5 .060'
OANCHOR COVER
2.166' a❑� 2166" a❑� 2.168° aaa 2.166'
O r
625" O J-CHANNEL FRAME •625° O FLANGE FRAME O3 INTEGRAL FIN FRAME _ O4 EQUAL LEGIBOX FRAME.
6 7/B"BEAD 1.375" � 1.375°
.864" .176" J
MAJ
SILICONE HOT-MELT BUTYL &ANT
ALUMINUM POLYISO- DESICCANT FILL AREA
STRUCTURAL MENT BUTYLENE
SILICONE SEAL 5/16"NOM.
STRUCTURAL 3116"NOM.POLYISOBUTYLEN 1/4"NOM. FOAM BUTYL SILICONE SEAL '
WITH DESICCANT WITH DESICROLL-FORMED -
DESICCANT FSTAINLESS STEEL -.
INT.GLASS
EXT.GLASS EXT.GLASS EXT.GLAS
EXT,GLASS
MITERED
CORNERS WITH "
INTERIOR AND INT.GLASS - INT.GLASSASS
WELDS EXTERIOR KODISPACE. _ 81 SUPER e2 DURASEA0 - O XL EDGE7"'
eo
4SG TPS �SPACERO NXT- SPACER SPACER
.. _ TABLE 14: .
# Part# Description Material PRODUCT REVISED
' as eomplyyl1n®g wHh the Florida
1 620139 J-channel Frame PVC Building Coal -
2 -620140 Flange Frame PVC NOANo. 20.0401.07
3 620141 Integral Fin Frame PVC Expiration Data 09/24/2025
4 620142 Equal Leg/Box Frame PVC - By
`/�
5 620133 Anchor Cover PVC
Mlaml-0ada Product Control
5 6 720136 7/8"IG Glazing Bead PVC
7 720135 1"IG Glazing Bead PVC C)ADDED BACKBEDDING.
FRAME 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone AK-03/12/20
ASSEMBLY DETAILS- 7 78 71646N Setting Block V18"x 1"x 1/8^),85+/_5 duro. PVC
g0 20160A Frame Ambly Tube Alum.6005•T5
91 20177 Shallow Flsseush Cap PVC
1 92 20178 IDeep Fush Cap PVC
EXTERIOR 93 20132 Frame Assembly Tube End Cap PVC
_ `S 11 A�I,iJJ1
`V LYi%iv/1
1070 TECHNOLOGY DRIVE ���`.• '�toEr.SF
N.VENICE,FL 34275
NOTES: (941)-480-1600 No.58705
1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING
FOR CLARITY.
Part# Description Material 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME
REGISTRATION#29296
80 Kommelling 4SG TPS Spacer System TYPEs,PARTS#2-4,APPLY. %O 's,'nrE bF t/
See this 3)ITEMS#8-73,75-77a79ARENOTUSEDANDARE VINYL FIXED CASEMENT WINDOWNOA(LM ` 9/9/14 '.,��' F<oRIOP•.•'���
81 Quanex Super Spacer nXT with Hot Melt Butyl NOT PART OF THIS APPROVAL r o S •..•• G
82 Quanex Duraseal Spacer - Sheet tOr CODE.RGI PVC TO BE LABELED FOR AAMA EXTRUDER " gOM&ASSEMBLY �� J ROSOWSKI /���/Si/DNA)-���`�\
Materials g g rr111I11101
83 Cardinal kL Edge Spacer " ° A LYNN MILLER,P.E.
REFERENCE TEST REPORTS:FTL-8717,896888970 PW-5540 y NTS 13 OF 13 oz MD-5540.0 ¢^ C P.F-#58705