HomeMy WebLinkAboutProduct Approval RECEIVED 11,AR 0 i 20112
M IAM I- ADE MIAMI-DADE COUNTY
00 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) rvww.miamidade.Qov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW-5420 Vinyl" PVC Fixed Window—N.I.
APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1
through 9 of 9, dated 09/09/14,with revision A dated 06/08/16,prepared by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACTRATING: 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# 14-0930.24 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMI•DADE COUNTY
NOA No. 16-0629.11
. , ( Expiration Date: April 30,2020
Approval Date: August 04,2016
/ ! Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 14-0930.24)
2. Drawing No. MD-5420.0 titled"Vinyl Fixed Window NOA(NI)", sheets 1 through 9
of 9, dated 09/09/14, with revision A dated 06/08/16,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniforin Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 14-0930.24)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0930.24)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel mez,P.E.
Product Contr E aminer
NOA No. 16-0629.11
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20.
3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 04/16/15, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5th Edition
(2014), dated September 27, 2014, issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.24)
2. Statement letter of no financial interest, dated September 27, 2014, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.24)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jainie Gascon,P.E.
Supervisor, Product Control Section.
(Submitted under previous NOA No. 14-0930.24)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0930.24, issued to PGT Industries, Inc. for their Series
"PW-5420 Vinyl"PVC Fixed Window-N.I. approved on 04/30/15 and expiring on
04/30/20.
Manoel P ez, E.
Product Control ' er
NOA No. 1xam9.11
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-2
GENERAL NOTES:SERIES 5420 MPACT RATING I DESIGN PRESSURE RATING
NON-IMPACT RESISTANT VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE,SEE
IMPACT RESISTANCE TABLES 4-9.SHEETS 6.8
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 49 MAX.BUCK WIDTH SEE TABLES 49
HVHZ).
VELOCITY HURRICANE ZONE (SHORT OR LONG SIDE)
( (SHORT OR LONG SIDE)
MAX.O.C.SEE 6MAX. 1.25"MAX•
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,SEE�- _ TABLES 4-9 I-- ' D,SEE�- _ —'I Imo— MAX.O.C.SEE TABLES 4-9
SHEET 3 SHEET 4 I _ PRODUCT REVISED
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE � _ x c=431ng wid!dr Florida
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 13uildiag Ccde
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS I TT A_pwu N.I6-o62Q.It
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. _ VISIBLE } VISIBLE Fsxgintion
LIGHT WIDTH I MAX.BUCK LIGHT WIDTH
4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X — HEIGHT,SEE - B,•
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TABLES 49 M'y. Cede h"oduei
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12^THICK OR GREATER. (LONG OR •i
SHORTSIDE)
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER I f I ' a -
TO SHEET
9.
16-ADDED SPACERS
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE VISIBLE 1 VISIBLE _T
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A / LIGHT A,SEE C / LIGHT C,SEE
SHEET 4 r
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING HEIGHT SHEET 3 HEIGHT " n
OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I / / MAX.BUCK >
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING HEIIc
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TABLES 49
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. (LONG OR Y Q
SEE TABLES W
6)MAX.1I4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 4.9 MAX.O.C. SHORT SIDE) ] (tinea
I O�
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TABLES l _� ❑ O U
G APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE O
TRANSFERRIN + !n
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE I 49 I Ur C4 N alarm a
WINDOW. B -� 6-MAX. --^y D -- 1.25"MAX. --►) O'IT '. u7
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z N U. co
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) =LL —vi
ANALYSIS AND GLASS PER ASTM E1300. (.50 X— o
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL (ANCHORED THROUGH NAIL FIN) W— O 2 co -qN
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. �,I +�" 1 25'MAIC O;
6'M m Y `� ^ Z �x0
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE _ 0 O Z O O
Z O�Z �
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 6"MAX. j O
33-W%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS �r MAX. O Z W
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF O.C. ...I
MA TABLE MAX. S4-9 �j W
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER r SEE _
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SEE TABLES TABLES 4.9 ! TABLES ® 0 •5 1 a45
BUILDING CODE FOR CORROSION RESISTANCE. / 4.g —
(\ 4-9 Z co 07
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS SEE TABLES 10Z a/o�5
VISIBLE 4-9 MAX.O.C. � ~O Z
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE VISIBLE ¢ W
AUTHORITY HAVING JURISDICTION. LIGHT LL X J N
LIGHT HEIGHT W
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON HOA;ELCO HEIGHT MAX.BUCK K J W
CRETEFLEX NOA;ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR w Z
MAX.BUCK HEIGHT,SEE O Z W a-
PROFILES,LTD WHITE I BNAL DESIGN
SHADES OF CAP COATED PVC / TABLES 49 O_
EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD - HEIGHT,SEE S C7
CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL TABLES 49 _ (LONG OR ;I.J -�a0 saua5
VISIBLE (LONG OR _ VISIBLE SHORT SIDE)
SHORTSIDE
LIGHT WIDTH ) LIGHTWIDTH
6"MAX. — 1 c1 v LENS'•.l(
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS -- -- Q'
ELEVATIONS.................................1 WIDTH:BUCK WIDTH-4-3116' I 6"MHC 1,26^ MAX. SEE TABLES 49 I+— 1.25'N1AX. * NO.58705
FRAME.GLASS 8 ANCHOR t'�� MAX.O.C.
HEIGHT:BUCK HEIGHT-4-3116' MAX.
OPTIONS.............................2 SEE TABLES 49 � Com: _
INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 49 MAX.BUCK WIDTH SEE TABLES 49 - '
-D
EOUAL LEG......................._3 STANDARDS USED: (SHORT OR LONG SIDE) r 6 ���
INSTALLATION.INTEGRAL FIN 8 •2014 FLORIDA BUILDING CODE(FBC),STH EDITION (SHORT OR LONG SIDE) O,�•- STA E F
J-CHANNEL..........................4 •ASTM E1300_09 TYP.EQUAL-LEGlBOX 8! TYP.INTEGRAL FIN 8 J-CHANNEL ' (� R(ORID1!..•'• C�
GLAZING DETAILS........................5 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED
DESIGN PRESSURES...................6-8 •ALUMINUM DESIGN MANUAL,ADM-2010 OR ANGLED CORNERS) CORNERS)
BOM&ASSEMBLY.......................9 •AISI-5700-07/S2.2010 (ANCHORED THROUGH NAIL FIN) A.LYNN MILLER,P.E.
P.Edt 58705
TABLE 1:
Glass Description Table "A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Type # 'r'=TEMPERED
1 7/8"I.G.:1/8'A Exterior Cap+518"Air Space+1/8'A 4
2 7/8"I.G.:1/8"T Exterior Cap+518°Air Space+1/8"T 5
3 7/8°I.G.:3/16°A Exterior Cap+1/2"Air Space+3116'A 6 fl
4 7/8"I.G.:3116"T Exterior Cap+1/2"Air Space+3/16°T 7 BOX OR
5 1'I.G.:1/4'A Exterior Cap+112'Air Space+1/4'A 8 �—. Q EQUAL
6 1"I.G.:1/4'T Exterior Cap+112"Air Space+1/4"T 9 FLANGE u LEG
00� O5
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Min.Edge MIA. MIN.OF 3THREADS
Group Anchor Substrate BEYOND THE METAL
Distance Embedment' SUBSTRATE.FOR
P.T.Southern Pine(SG=0.55) 7/16" 1-3/8•' STEEL STUDS,MIN
#10 SMSF-45 KSI.
(steel,18-8 S.S. Steel,A36' 3/8" 0.050" p p
or 410 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451•(18 Ga.) "UNGROUTED CMU' F
A ) Aluminum,6063-T5' 3/8" 0.050' VALUES MAY BE J-CHANNEL INTEGRAL - �Q
USED FOR GROUTED O FIN O
P.T.Southern Pine(SG=0.55) 7/16" 13/8' CMU APPLICATIONS.
3/16"steel Ultracon Concrete(min.2.85 ksi) 1' 1-3/8'
Ungrouted CMU,(ASTM C-90) 2-112" 1-174"
P.T.Southern Pine(SG=0.55) 9116" 1-3/8" oo o
#12 SMS Steel,A36• 318° 0.050"
B (steel,18-8 S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.)
or 410 S.S.) Aluminum,6063-T5' 3/8" 0.063"
Concrete(min.2.85 ksi) 1" 1-374"
C 1/4"steel Ultracon Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INBLOCK(SEE EXAMPLES
BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 49,SHEETS 643.
114"steel Creteflex Concrete(min.3.35 ksi) 1" 1-314"
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318" LONG LONG LONG SHORT
SIDE SIDE SIDE SIDE F--
174"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" T
P.T.Southern Pine(SG=0.55) 1" 1-318" T
D 1/4'steel P.T.SouthernPine(SG=0.55) 1" 1-318" =m /� + I oo ooh
Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2"
114"steel Ultracon Concrete(min.285 ksi) 2-112" 1-3/4" 1 1 1 1`1Zc1DUCTRRVISEO
114'steel Creteflex Concrete min.3.35 ksi 2-1/2° 1-314" LONG LONG LONG LONG LONG' cs complyirg wish the Ficxidn
1/4'steel Aggre Gator Concrete(min.3.275 ksi) 1-1/2" 1-376" i SIDE "{ I SIDE '( I� SIDE —I I� SIDE �I I SIDE -- z nuldmgCndc
FA-- F— 0— — r : AccpwnceI r // ( intimi U�<By
w2wl I Oxw �/ 2wow �' Miami a&Product
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group Anchor Substrate Distan a Min.Dista nee Embedment'
E 2-1/2'x.131'Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" .
2-1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16" -
P.T.Southern Pine(SG=.55) 1/2" 1-3/8"
#10 Trusshead SMS Aluminum,6063-T5• 30 0.050" VINYL FIXED WINDOW NOA(NI) 9/9114
(sleet,18-8 S.S. Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga.) d
or 410 S.S.) ^ GLASS/ANCHORS/FRAME OPTIONSm J ROSOWSKI -
F Steel,A36* 3/8" 0.050' o' o
P.T.Southern Pine(SG=.55) 9116" 1-318" •MIN.OF 3 THREADS ® a
#12 SMS Aluminum,6063-T5' 318" 0.063' BEYOND THE METAL CERT.OF AUTH.#29296
(steel,1B-8 S.S. Steel Stud,Gr.33• 3/8" 0.050" SUBSTRATE.FOR ;
or 410 S.S.) STEEL STUDS,MIN 1070 TECHNOLOGY DRIVE
Steel,A36• 3/8" 0.050• Fu=45 KSI. N.VENICE,FL 34275 _ a
(941)-460-1600 PW-5420 NTS n 20F9 N9 MD-5420.0 z A A.LYNN P E.#5805 PE
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT
ANCHOREDTHROUGH —►(— EDGE DISTANCE I 1/4'MAX. 114'MAX. --
FRAME INTO 2X WOOD �_ SHIM2 4 SHIM (—
FRAME OR BUCKSTRIP.
SEE NOTE 2,THIS SHEET. EDGE « EDGE
FLANGE EMBEDMENT DISTANCE DISTANCE
FRAME —� , yI
SHOWN O `✓I
❑ L��'1 EMBEDMENT AND EDGE TYP.ANCHOR TYPE, 1"THICK I.G. O •� TYP.ANCHOR TYPE,
�\ I 1/4•MAX. DQ EMBEDMENTAND SHIM .
DISTANCE PER EDGE DISTANCE PER
TYP.ANCHOR TYPE, 1/ SUBSTRATE,SEE
SUBSTRATE,
f� EMBEDMENT ANDI TABLE 2,SHEET 2.
SHEET 2
\v/ ` EDGE DISTANCE PER SEE TABLE 2, .
aSUBSTRATE,SEE _
5) TABLE 2,SHEET 2. •J �O� 718THICK I.G. �D
FLANGE L EXTERIOR 7 EQUAL-
FRAME I VISIBLE LIGHT WIDTH x___111 LEGIB L
SHOWN
NOTES: — BUCK WIDTH FRAME
�718"THICK I.G. SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.
BUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 114•MAX,
HEIGHT LIGHT 1-1l2"THICK ARE TO BE CONSIDERED 1X SHIM
HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEELrFRAME
M
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I SMS(GS),SEE —"�
BUCKS DEPICTED AS 2X ARE 1-112"THICK OR TABLE 2,SHEET 2. \
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THESTRUCTURE.WOOD BUCK DESIGN ANDINSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED1"THICK I.G. TO AS DAYLIGHT OPENING)IS MEASURED FROM pRODUCTREVISED
BEADING TO BEADING. FLANGE FRAME as complying with the Florid¢
SHOWN Buildin¢Cude6-OTYP.ANCHOR TYPE, J- ODEXTERIOR ''m1Km Date RD�
EXTERIOR EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, _I-l_ By
a �- LLLJJJ SEE TABLE 2,SHEET 2. INSTALLATION Vv INSTALLATION w ht
EQUAL- OPTION 4 OPTION 4 .
LFRAME ANCHORED THROUGH ANCHOREDTHROUGH '
SHOWN r1l4"MAX.SHIM FRAME INTO METAL FRAME INTO METAL �`�••�"
❑ yLL
VINYL FIXED WINDOW NOA(NI) 9/9/14
EMBEDMENT _
VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI GL 6 O16
INSTALLATION WIDTH:BUCK WIDTH-4-3n6
OPTION2 HEIGHT:BUCK HEIGHT-4.3/16" CERT.OF AUTH.#29296
ANCHOREDTHROUGH EDGE DISTANCE ,
FRAME DIRECTLY INTO VERTICAL SECTION B-B N.V TECHNOLOGY DRIVE m ,
coNCRETEIcnnu, -- N.VENICE,FL 34275
4.!
(941)-480-1600 PW-5420NTS r 3 OF 9 o z` MD-5420.0 A A.LYNN MILLER,P.E.
P.E.p 58705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
1/4'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH (-- 114'MAX.SHIM
INSTALLATION OPTION 5 EMBEDMENT FRAME INTO ZX WOOD INTEGRAL FIN INTO 2X WOOD EDGE DISTANCE
1 FRAME OR BUCKSTRIP.SEE FRAME OR BUCKSTRIP.SEE
ANCHORED THROUGH
{. EMBEDMENT -r NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. II
INTEGRAL FIN INTO 2X WOOD I o
FRAME OR BUCKSTRIP.SEE EDGE l 1 3
NOTE 2,THIS SHEET. EDGE DISTANCE DISTANCE
J-CHANNEL 5 I }
FRAME _ 1 Ec
a
SHOWN 1
nI EMBEDMENT- �� I
114'MAX.SHIM TYP.ANCHOR TYPE, 1"THICK I.G.
EMBEDMENT AND
TYP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,SEE
DISTANCE PER SUBSTRATE, TABLE 2.SHEET 2. - INTEGRAL TYP.ANCHOR TYPE,
SEE TABLE 3,SHEET 2. (SCREW SHOWN) J-CHANNEL
jo FIN EMBEDMENT AND EDGE\-05� (NAIL SHOWN) FRAME7/8"THICK I.G. FRAME DISTANCE PER SUBSTRATE,
SHOWNEXTERIOR SHOWN SEE TABLE 3,SHEET 2.
VISIBLE LIGHT WIDTH 7 (NAIL SHOWN)
NOTES:
BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
7/8"THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD j \\
VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK LIGHT THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X
HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL #10 OR#12 STEEL
HEIGHT 1!4'MAX.SHIM _ 1!<•MAX-
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. SMS(G5),SEE {�
TABLES 2&3, I SHIM
WOOD BUCKS DEPICTED AS 2X ARE 1-12•THICK \ I
OR GREATER.1X AND 2X BUCKS(WHEN USED) SHEET2.
SHALL BE DESIGNED TO PROPERLY TRANSFER `\ %E�_n
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ;IAND INSTALLATION IS THE RESPONSIBILITY OF /i/1'THICK LG THE ENGINEER OR ARCHITECT OF RECORD. (I3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)ISMEASURED FROM BEADING TO BEADING. FININ AN / _ PRODUCTg with heFLANGE MAY BE as.ompl}•ing with the Florida
BciWinB CodcREMOVED IN-FIELD , ��OAcceptance NuC E�pirINTEGRAL FIN Q EXTERIOR � / `"TEXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN p
O �I —AND EDGE DISTANCE PER Mimi ptodoct
a / SUBSTRATE,SEE TABLE 3,SHEET 2.
INTEGRAL j (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN 1!4'MAX INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, ,
FRAME SHIM INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
SHOWN Du
O o
�DGE VINYL FIXED WINDOW NOA(NI) 9/9/14 '
INSTALLATION —� �— DISTANCE
OPTION 5 _ VISIBLE LIGHT FORMULAS " J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI �b
ANCHOREDTHROUGH o o
INTEGRAL FIN INTO 2X WIDTH:BUCK WIDTH-4-3/16' 0 a - -
WOOD FRAME OR HEIGHT:BUCK HEIGHT-4.3/16' ...
BUCKSTRIP.SEE NOTE 2, EMBEDMENT CERT.OF AUTH.#29296 2i
THIS SHEET. 1070 TECHNOLOGY DRIVE >
VERTICAL SECTION D-D N.VENICE,FL 34275
(941)460-1600 PW-6420 NTS 4 OF 9 z° MD-5420.0 c z A A.LYNN MILLER,P.E.
P.E.#50705
PRODUCT REVISE
as
-.plying with the t7eriJA
�J 718"NOM. 7/8'NOM. — 7/8"NOM. r— lhuldiag Code
7!8'NOM. Ac-xptancc iJo«0=0(0 ,1�
� moon Dnte6�t
/ 1
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS-- ——\ 3/16"T GLASS
\4i.vnt adz Prodwt ri
5/8"AIR SPACE 5/8"AIRSPACE 1/2"AIR SPACE— 1/2"AIR SPACE
1/8"A GLASS—� 118"T GLASS—\ 3/16"A GLASS 3116"T GLASS—`
EXTERIOR '` ��EXTERIOR y `�EXTERIOR ')II, a EXTERIOR
Y Q
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 083 o0 C5
^o
N
Ov �n
O J O
L cq
Z U- U-
_ UU XLQ 6
1"NOM. 1"NOM. +{ EXTERIOR F-W m O 5/a
O z
�! 1R'NOM.GLASS C-1 Z d z rn
1/4"A GLASS 1/4"T GLASS BITE TYP. LL
O
80-63 O
� Z �
112"AIR SPACE 1/2"AIR SPACE 8� 4
1/4"A GLASS 1/4"T GLASSY \ • ® m o
\r'EXTERIOR `� `]EXTERIOR �� / �' 't Q F-
_ z
� (78 ¢ w p
LL (D o
❑ o F J Z Q
Z 5
GLASS TYPE 5 GLASS TYPE 6 > (5 a
TYP. GLAZING DETAIL
GLAZING NOTES: ,
'A'=ANNEALED
'T'=TEMPERED '
A.LYNN MILLER,P.E.
P.E.M 58705
TABLE 4:
Window Design Pressure,(+/-psf) Use Iris table
ror Glass 1
1/8"A Cap-Airspace-1/8"A Type:
Window Long Side(n) TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
Dimensions 51.05 54 58 58 62 64 68 72 76 BO 84 67 HORIZONTALLY AS SHOWN. /
18 +001-93.7' +801-926 +801-91.9 +BO/-91.3 +801-90.3 +80/-89.8 +801.88.9 +801-88.2 +801-87.5 +80/-86.9 +801.86.4 +801-86.1
+801-85.2 +801-84.5 +801-B3.5 +801.80.6 +/-79.4 +/-77 +/-75.2 +/.74 +1.73.1 +1-72.2 +/-71.5 LONG -�;;DD[1CTfi-V15EU
20 +80!$6.4 SIDE ys e;ortplyinR+"ith[ne Flm'i34
22 +801-80.3 +/-75.2 +1-73.3 +/-71.5 +1-68.4 +1-67 +/-64.4 +1-62.5 +/-60.7 +/.59.2 +1-58 +/_57.1 LONGSIDE e.Alding C°C<
24 +l-75.6 +/-71.3 +/-68.2 +/-65.7 +1-60.7 +/-58.5 +/-55.3 +1.53.1 +/-51.1 +/49.7 +/48.2 +1-47.3 T ..,.cep(an«rh
�Co•O(n R.1)
26 +/-71.7 +/-70.2 +/-67 +/-63.5 +/-56.7 +/-54.7 +1-50.9 +/47.7 +/-45.5 +/43.7 +142.3 +/-41.2 ' �• /
SHORT
28 +1.68.3 +/-67 +1-66.1 +/-63.5 +/-56.3 +/-54 +/-49.5 +/.15.5 +142.8 +/40.3 +/-38 +1-37.1 SIDEM e'n Dade Pmd.t Con
30 +l-65.6 +1-64.1 +1-63.2 +/-624 +156.9 +1-54.4 +/49.7 +1-05.4 +/42.1 +/-38,9 +/-36.4 SHORT
c SIDE
m 32 +1-63.2
+/-61.7 +/-60.8 +/-59.9 +/-57.8 +/-54,9 +/-50.2 +/45.9 +1.42.5 +/-38.9 ;
i
34 +/-61.2 +/59.6 +l-58.6 +/-57.8 +/-56.3 +/-55.1 +/-50.8 +/46.4 +/-43.2 n y
r 36 +/-59.6 +/37.9 +1-56.8 +/-55.9 +/-54.4 +/-53.7 +/-50.8 +/46.6 LONG SIDE --��
rn 38 +1.58.2 +/56.4 +/-55.3 +/-54.3 +1-52.7 +1-52 +/49.5 T- _---
40 +/-57.1 +/_55.1 +/-54 +153 +/-51.3 +I-50.5
SHORT
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING LONG
42 +/-56.2 +/_$4.1 +l-52.9 +/-51.8 +/-50 SIDE v SIDE
THROUGH 7HE FRAME PER SHEET5384 THROUGH THE INTEGRAL FIN PER SHEET � Y Q
qq +/-55.5 +/53.3 +1-52 +/-50.8 v ,AJP
APPLIESTOA,8,COR DANCHORS APPLIESTO E DR F ANCHORS W
46 +/54.9 +1.526 +/-51.1 (SEE TABLE 2) (SEE TABLE 3) O
48 +/-53.5 +/-50.8 ss. 4" ❑L---j j } v aoa O
51.05 +1.50.6 I 04
SHORT _ O v vci
�1 SIDE r` J0)C', o EB ❑
OZ LL ,N LL (0 n°�O
TABLES: r5(Wj X[n o
co
Window Design Pressure,(+/-psf) use bs table F-W m p� Ma
t°r Glass 2 > p O e z
1/8"T Cap-Airspace-1/8"T Typo: o Z o LL
Window Long Side(n) Z w O
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z m (p
32 +801.98.2 +801-96.6 +801-95.6 +801-94.7 +801-93.9 +BO/-92.4 +801-91.4 +801-90.5 +80/-89.5 +801-88.7 +801-87.7 +801-86.7 +80/-86.4 <
LLI
34 +80/-94.5 +801-928 +801-91.8 +801-90.9 +801-90 +80/_88.5 +801-87.5 +801-86.6 +BO!-85.5 +801-64.7 +80'-83.5 +80/-826 +80/-82.3 p ;",?s
36 +80191.4 +80/-09.6 +801-88.5 +801-87.6 +801-86.7 +80%85.1 +801-84 +801-83.1 +801-81.9 +80151.2 +/-80 +/-79 +/-78.7 u Z
(0) Z
38 +80/$8.6 +80/-86.7 +801-85.8 +801-84.6 +8(11-83.7 *801-82.1 +80/-81 +1-80 +l-78.8 +1-78 +/-76.9 +1-75.8 ❑ W
tY djO's
40 +801-86.3 +801-84.3 +801-83.1 +801-82.1 +00/-81.1 +/-79.4 +/-78.3 +1-77.3 +/-76 +l-75.2 +1-74 ¢ LU
0
42 +801-84.2 +801-82.1 *80/-80.9 +1-79.8 +/-78.8 +/-77 +/-75.9 +/-74.8 +/_73.6 +/-72.7 0 Li Z N
44 +80/-82.4 +801-80.3 +/-79 +/-77.9 +/-76.8 +1-75 +/-73.7 +1-72.7 +/.71.4 w } C7
Z W
� � ❑ �
rn 46 +80/-60.9 +/_78.6 +1-77.3 +1-76.1 +/-75 +l-73.1 +/-71.8 +1-70.7
t 48 +/-79.7 +l-77.3 +/-75.9 +/-74.6 +1-73.5 +/-71.5 +/-70.1 aly� �a0 sagas
U) 50 +/-78.6 +/-76.1 +/-74.6 +/-73.3 +/-72.1 +/-70
$2 +1-77.7 +/-75.1 +1-73.5 +/-72.2 +/-70.9 MA%.O,C.SPACINGIF ANCHORING MA%.O.C.SPACING IFANCHORING
54 +/-77,1 +/-74.2 +1-72.6 +/-71.2 THROUGH THE FRAME PER SHIFTS 19,1 THROUGH THE INTEGRAL FIN PER SHEET 4 NOTES:
APPUESTOB,CORDANCHORS APPLIES TO F ANCHORS 1)BUCK DIMENSIONS SHOWN. -
56 +1-76.6 +1-73.6 +1-71.9
(SEE TABLE 2) (SEETABLE 3) -
58 +/-76.3 +/_73.1 15.5" 4" 2)FOR SIZES NOT SHOWN.ROUND UP TO THE
60.926 +/-76.1
NEXT AVAILABLE SHORT OR LONG DIMENSION. C(
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), _
FI NO THE SMALLEST SQUARE WINDOW SIZE IN '
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL .
WINDOW WILL COMPLETELY FIT WITHIN. -
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 6:
Window Design Pressure,(+l-psi Use thb tTABLE DIMENSIONS MAY BE
for corseIa55 3 ORIENTED VERTICALLY OR
3/16"A Cap-Airspace-3/16"A Type: HORIZONTALLY AS SHOWN.
Window Lon LONG Slde(in) / i SIDE
Dimensions 69.65 _ 71 73 75 78 80 85 86 89 92 96 99 Imo- LONG SIDE - ��
32 +/-76.9 +/-76.4 +i-74.3 +l-725 +1-70.6 +/-69.3 +f-66.2 +l-65.7 +/-64.1 +/52.6 +/50.8 +1-59.8 /
34 +/-73.7 +/-73.3 +/-71.3 +1-69.7 +1.66.8 +1-65 +/-61 +/-60.3 +158.1 +/•56.3 +/54.7 +/-53.8 tom\ PRODUC"I'REV15ED
SHORT �.aomplyinq wtth Ih Floddt
36 +/-71 +/-70.5 +1.69.8 +/-67.9 +1.64.4 +152.5 +1.57.2 +/-56.3 +/-54.7 +/52.9 +/50.9 +/49.7 j\ Oui:diey Cuc'.c
SIDE A,---N.1 _-b(o24 11
38 +f-68.6 +/-68.1 +157.4 +/-66.8 +/-63.5 *151 +1-55.6 +/-54.9 +/-52.7 +/-50.6 +/48.2 +/46.4 SHORT E.�p:rolion Dete X20
+ +/53.2 +/-60.7 +1-55.1 +/54.2 +/S2 +149.7 +/46.4 +/45.2 By
40 +)56.4 +/55.9 1-65.2 +/54.6
42 +/54.6 +/54 +/-63.3 +152.6 +/-61.7 +1-60.5 +/-55.1 +/-54.2 +/-51.7 +149.1 +/46.3 +/44.5 Mo.Dn&Prost
44 +/52.9
+/52.4 +J-61.6 +/-60.9 +/50 +/-59.4 +/-55.1 +/-54.2 +/-51.8 +/49.1 +/46.1 +/44.5
46 +151.5 +150.9 +1.60.1 +1-59.4 +/-58.4 +f-57.8 +/-55.1 +/-54.2 +/-51.8 +149.3 +146.3 +1-44.5 LONG SIDE �i e
46 +150.2 +/-59.6 +/-58.8 +/58 +/-57 +/-56.4 +1_55 +/-54,2 +/-51.8 +/-49.5 +1+36.4 +/44.5
v_ 50 +/-59.1 +/58.5 +/-57.6 +/-56.8 +/-55.8 +/-55.1 +/-53.7 +/-53.4 +/-51.8 +/49.5 +J-46.6 SHORS DET LONG
N 52 +f-58.1 +/57.5 +/-56.6 +1-55.8 +/-54.8 +1-54 +/-52.5 +/-52.2 +/51.5 +/49.3 SIDE ..
o L
in 54 +1-57.3 +/56.6 +l-55.7 +1-54.8 +/-53.7 +1-53 +/-51.4 +151.1 +/-50.4
56 +JS6.6 +/55.9 +/-54.9 +1-54 +/-52.8 +/52 +/-50.4 +150.2
57 +/-56.3 +/_55.5 +/_54.5 +/_53.6
+/-52.4 +/-51.6 +/-50 NOTES: LU Y Q
1)BUCK DIMENSIONS SHOWN. > "aa
60 +/55.5 +/-54.7 +1-53.6 */-526 +/_51.3 +1-50.5 SHORT � �
62 +1-55.1 *154.2 +1-53.1 +/-521 +/-50.7 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE ❑ rn OU O
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NEXT AVAILABLE SHORT OR LONG DIMENSION. }r ^ elo0 O N
64 +/-54.8 +/•53.9 +/-52.7 +/-51.6 (0 N
APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), Q P7 r'T -
66 +/-54.5 +/53.6 +/-52.4 (SEE TABLE 2) (SEE TABLE 3) J rn O t p
FINO THE SMALLEST SQUARE WINDOW SIZE IN O N J p
88 +153.6 +/-53.1 MDO
15" 3"FOR EANCHORS,4"FOR F ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL Z LL Lo LL to
69.65 +/52.6 WINDOW WILL COMPLETELY FIT WITHIN, U U X LO o
Wp Z OZ "T eN
~W to O OMD
TABLE 7: ^
Window Design Pressure,(+/-psQ uae Ihm a6n o Z a 0 z LL
for Glaaa Q `-' Q W U LL
3/16"T Cap-Airspace-3/16"T Type: O LU O
Z CO r`
Window Long Side(in) 3
Dimensions 81.52 83 85 87 89 92 94 97 1 99 103 107 110 113 118 122 126 132 138 144O N QO w7.-.q s
of
46 +801-94 +801-93.3 +801-92.5 +801-91.7 +80131 +80/59.9 *80/59.3 +80/58.4 +80/-87.9 +80156.8 +80/-85.9 +801.85.3 +80/54.7 +80/53.8 +80/-83.1 +801-82.5 +80/-81.7 +80/50.9 +801-80.3 H Z
_ Z) U
+80/-87.5 +80/-86.8 +801-85.9 +801-85.3 +80/-84.3 +801-83.3 +80/-82.7 +80/-82.1 +80/-81.2 +80/-80.5 +/-79.9 +/-79 +/-78.3 = to H
48 +801-91.6 +801-90.9 +80/-90.1 +60/-89.3 +80/-88.5 3 17 Z
50 +BO/-89.5 +801.88.8 +801-87.9 +80J-87.1 +801-86.3 +801-85.2 +801-84.5 +80/-83.6 +80/-83 +801-82 +801-81 +801-80.3 +/-79.7 +/-78.7 +/-78.1 +/-77.4 +l-76.6 < Ow ul e,o,s
52 +801-87.6 +801-86.9 +80/-86 +80/-85.1 +80/-84.3 +801-83.2 +80/-82.5 +801-81.5 +601-80.9 +/-79.8 +1-78.8 +/-78.1 +/•77.5 +1-76.5 +/-75.8 +/-75.2 o X a N
54 +801-85.9 +801-85.2 +80/-84.2 +80/-83.3 +801-825 +801-81.3 +80/-80.6 +1-79.6 +1.79 +/-77.9 +/-76.9 +/-76.2 +/-75.5 +1-74.5 +/-73.8 U
56 +80/-84.4 +801-83.6 +80/-82.6 +801-81.7 +801-80.8 +1-79.7 +1-78.9 +1-77.9 +1-77.3 +/-76.1 +1.75 +/-74.3 +/-73.7 +1-72.6 Z w 3
58 +801-83 +801-82.2 +80/-81.2 +80/-80.2 +/-79.4 +/-78.1 +1-77.4 */-76.3 +1-75.7 +/-74.5 +/-73.4 +1-727 +1-72 > 0 n.
60 +801-81.8 +801-81 +/-79.9 +1-78.9 +/-78 +/-76.7 +/-76 +/-74.9 +1-74.2 +/-73 +1-71.9 +f-71.1 an!T --o aeuaS
.m 62 +801-80.8 +1-79.9 +/_78.8 +1-77.8 +/-76.8 +/-75.5 +/_74.7 */-73.6 +/-72.9 +/-71.6 +1.70.5
U) 64
+1-79.8 +1-78.9 +/-77.8 +1-76.7 +/-75.7 +/-74.3 +I-73.5 +/-72.4 +/-71.6 +/-70.3
0 67 +1-78.6 +1-77.7 +/-76.4 +1-75.3 +/-74.3 +/-72.8 +/-72 +/-70.7 +/-70 '
r
68 +1-78.3 +/-77.3 +/-78.1 +1-74.9 +/-73.8 +/-72.4 +/-71.5 +/-70.3
70 +1-77.7 +/-76.7 +/-75.4 +1-74.2 +/-73.1 +/-71.5 +/-70.6
72 +/•77.2 +/-76.1 +/-74.8 +1-73.5 +/-72.4 +/-70.8 G/
74 +/-76.8 +l-]5.7 +/-1Q,3 +J-]3 +/-71.8 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING -1
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 '•-
76 +/-76.5 +1.75.3 +/-73.8 +1-72.5 --- -
APPUES70B,CORD ANCHORS APPLIES TO FANCHORS ,
78 +/-76.3 +1-75 +/-73.5
(SEE TABLE 2) (SEE TABLE 3) .
80 +/-76.2 +1-74.9
15.5" 3.3"
81.52 +l-76.1
A.LYNN MILLER,P.E.
P.E.tt 58705
TABLE 8: T
Window Design Pressure,(+f-pSf) Use this table TABLE DIMENSIONS MAYBE 1
for cuss $ ORIENTED VERTICALLY OR
1/4"A Cap-Airspace-1/4"A Type: HORIZONTALLY AS SHOWN.
Window Long Side(in) AP LONG
Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 111 SIDE
LONGSIDE -
46 */57.1 +/-66.7 +f-66.1 +/-65.3 +/.63.2 +/-60.1 +/_58 +1-55.1 +/-53.6 +/-51.3 +/48.8 +/-06.8 +/�6.4
48 +/55.4 +/55 +/-64.3 +/-63.8 +/.62.8 +/-59.8 +/-57.6 +l-54.9 +l-53.5 +l-50.6 +/-47.9 +1-46.3 +/-45.7 �� PaODUCT R"'ith
SHORT ra cemspiying wi0r the Flori3a
50 +1-63.9 +/53.4 +/-62.8 +/-622 +/-61.6 +/-59.4 +1-57.2 +/54.9 +/-53.5 +/-50.6 +1-47.3 +/-45.9 +/45.4 /\ B i)ding Curie
SIDE A cepwnm 1Jo) TQ(p2C)-t)
52 +/_62.6 +/-62.1 +151.4 +1-60.8 +/50.2 +/_59.2 +/-57.1 +/54,7 +1-53.5 +/_50.6 +l-07.5 +/-05.7 +/-45.4 i \� SHORT E-
1-
54 +/51.4 +/-60.8 +/50.2 +/-59.5 */-58.9 +/-58.1 +/-56.9 +154.7 +/-53.3 +/_50.6 +/-07.5 +/-05.9 +l-45.4 SIDE H1
56 +150.3 +/_59.7 +/-59 +/-58.4 +/57.7 +1-56.9 +/-56.4 +/-54.5 +1-53.3 +/-50.4 +/47.5 +/45.9 +/45.5 ME.ra'rt+.rkProdr~rCix,mr�•
58 +/-59.3 +/-58.7 +/-58 1 +/-57.3 +/-56.7 1 +/-55.8 +155.3 +1.54.4 +l-53.1 +/-50.4 +/47.7 +/-45.9 +/-45.5
60 +/-58.5 +/-57.8 +1-57.1 +/-56.4 +/-55.7 +/-54.8 +/-54.3 +/-53.5 +/-52.7 +/-50.4 +/47.7 +145,9 LONG SIDE -►� a
c
62 +1-57.7 +/-57.1 +156.3 +/_55.5 +/_54.9 +/_53.9 +153.3 +l-52.5 +/-52 +/49.9 +/47.7 LONG
rn 64 +/57 +/-56.4 +/•55.5 +1-54.8 +1-54.1 +1-53.1 +/-52.5 +/-51.7 +/-51.2 +1.49.3 SHORT SIDE >
c 67 +/56.2 +1-55.5 +/-54.8 +/-53.8 +/-53 +/-52 +/-51.4 +/-50.5 +/-50 SIDE r/ n
00 68 +/-55.9 +/-55.2 +/-54.3 +/-53.5 +/-52.7 +1-51.7 +/-51.1 +/-5D.2
70 +/-55.5 +/-54.8 +/-53.8 +/53 +/-52.2 +/-51.1 +/-50.4
72 +/-55.1 +/-54.4 +f-53.4 +/-52.5 +/-51.7 +/-50.8 W `U) Q
NOTES: SHORT
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING �- > r '^aa
74 +1-54.8 +1-54 +/-53 +/-521 +/-51.3 1)BUCK DIMENSIONS SHOWN. SIDE p'�
THROUGH THE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4 2
76 +/-54.6 +/-53.8 +1-52.7 +/-51.8 °J O O
APPLIES TOA,B,C OR DANCHORS APPLIES TO EOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE rn
78 +/-53.6 +/-52.9 +/-51.8 (SEE TABLE 2) (SEE TABLE 3) NEXT AVAILABLE SHORT OR LONG DIMENSION. C9 N slop K v
C9
80 +/52.6 +l-51.8 15" 2.6°FOR E ANCHORS,4"FOR F ANCHORS coco
61 52 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), "1 w o 7 0
+/51 5
FIND THE SMALLEST SQUARE WINDOW SIZE IN OZ a �LL 0 mop
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 2 w
WINDOW WILL COMPLETELY FIT WITHIN. U U X o'
TABLE 9: W Z O M co wN
Window Design Pressure,(+)-psf) use'or Ghss o> m O �Mp
1/4"TCap-Airspace-1/4"T Type: 6 oZ az z U
ct) LL
Window Long Side On) v O Llj O
Dim enslons 84.85 86 90 92 94 97 100 102 1D5 109 112 116 120 124 128 133 138 144 Z ED o0
46 +801-96.2 +801-95.7 +80%94.2 +80/-93.5 +801-92.8 +801-91.9 +801.91.1 +801-90.5 +80/-89.8 +801-88.9 +80/-88.2 +801-87.5 +801-86.7 +80/$6.1 +80/-85.5 +80/-84.8 +80%84.1 +80/-83.5 F
48 +801-93.7 +80/-93.2 +80/-91.6 +801-90.9 +801-90.2 +801-89.3 +BD/-88.4 +80%87.9 +80/-87.1 +801-85.2 +801-85.5 +801-84.7 +801-84 +801.83.3 +80%82.7 +80/$2 +801-81.3 +601-80.6 0 T.
50 +80/-91.5 +801-91 +801-89.3 +80/-88.6 +801-87.9 +80%86.9 +801-86 +80/•85.5 +80/•84.7 +801-83.7 +801-83 +801-82.2 +80/-81.5 +80(-00.6 +80%80.2 +1-79.4 +/-78.8 +/-78.1 Z U)
52 +801-89.4 +80/-88.9 +80/-87.2 +80/-86.5 +80/-85.7 +80%84.7 +801-83.8 +80/-83.3 +80/$2.4 +801-81.5 +801.80.8 +/-80 +/-79.2 +/-78.5 +/-77.8 +(-77.1 +/-76.4 ? W Z
54 +80/-87.6 +801-87.1 +801-85.3 +801-94.5 +B(Y-83.8 +80/-828 +8D/-81.8 +80%81.2 +80/-80.4 +/-79.4 +1-78.7 +/-77.9 +/-77.1 +1.76.4 +/-75.7 +/-74.9 a W w 'I"5
LL X a-
56
56 +801-86 +801-85.4 +801-83.6 +80/-82.8 +80f-82 +8D/-81 +/-90 +/-79.4 +/-78.5 +/-77.5 +1-76.8 +/-75.9 +/•75.1 +1-74.4 +1-73.7 O Li Z C4
58 +80%84.5 +80/-93.9 +801-82.1 +80/-81.2 +801-80.4 +/-79.3 +/-78.3 +1.77.7 +/-76.8 +/-75.8 +/-75 +f-74.2 +/-73.3 +/-72.6 Ir } 0 ")
co
60 +801-83.2 +801.82.6 +801-80.6 +/-79.B +/-79 +/-77.8 +/-76.8 +/-76.2 +/-75.3 +/-74.2 +/•73.4 +1-72.5 +1-71.7 O > WQ d
62 +80/-82 +80/-91.3 +f-79.4 +1-78.5 +1-77.6 +/-76.5 +/-75.4 +/-74.7 +f-73.8 +/-72.7 +f-71.9 +1-71 aN1 'asap sa�.as
"+3 64 +80/-80.9 +801.80.3 +1-78.2 +/-77.3 +/-76.4 +/-75.2 +1-74.1 +1-73.4 +1-72.5 +f-71.3 +1-70,6
rn
� 66 +/-80 +/-79.3 +/-77.2 +1-76.2 +/-75.3 +/-74.1 +/-72.9 +1-72.2 +1-71.3 +/-70.1
rn 68 +1-79.2 +1-78.5 +/•76.2 +1-75.2 +/-74.3 +1-73 +/-71.9 +/-71.2 +/-70.2 -
70 +1.78.4 +1-77.7 +1-75.4 +1-74.4 +1-73.4 +1.72.1 +/-70.9 +/-70.2 -
72 +/-77.8 +1-77.1 +/-74.7 +/-73.6 +1-72.6 +/-71.2 +/-70
74 +/-77.3 +/-76.5 +1.74 +/-72.9 +1-71.9 +/-70.5
76 +/-76.9 +/-76 +l-73.5 +/-72.3 +/-71.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
78 +/•76.5 +/-75.7 +/-73 +/-71.8
80 +/-76.3 +1.75.4 +/-72.6 APPLIESTO B,CORDANCHORS APPLIESTO FANCHORS _
(SEETABLE2) (SEE TABLE 3)
83 +/-76.1 +/-75.1 155" 3.2"
84.85 +1-76
A.LYNN MILLER,P.E.
P.E.N 58705
1.376" 3.500' 1500'
.062' .062' .062'
0 F,
5
CiD,ANCHOR COVER 1.483 1.483' �0 D
t483' L 1.483'
i} 0
814' —A
626'
lj LJ -CHANNEL FRAME FRAME 1.375' INTEGRAL FIN FRAME EQUAL LEG/BOX FRAME
T .01
0 M:.EA11 T
ALUMINUM
SILICONE STRUCTURAL HOT-MELT BUTYL REINFORCEMENT PCLYISO_ DESICCANT FILL AREA
REINFORCEMENT
FORC
864' .175" STRUCTURAL SILICONE S' 0 _ BUTYLENE --5/16"NOW
1/4"NOM. FOAM 3/16-NOK 5116*NOM. SEAL
POLYISOBUTYLEN— BUTYL& SILICONE SEAL
WITH DESICCANT WITH DESICCANT ROLL-FORMED
DESICCANT FOAM STAINLESS STEEL
A
0 EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
INT.GLASS f INT.GLASS 111 JT.GLASS INT.GLASS
MITERED
" 111NE11 WITH
___
INTERIOR AND KODISPACE SUPER ODURASEAL@ XL EDGETM
EXTERIOR
WELDS 4SG TPS SPACERWNXTTM SPACER SPACER
LE 10:
# Part# Description Material
1 620117 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Cover PVC --VL5
5 6 720136 7/8"Glazing Bead PVCaaa
�j'h
FRAME
7 720135 Z"Giazin Bead PVG A�-P
ASSEMBLY DETAILSr M
7)
7 ackbedding,GE 7700 or Dow 791
78 71646N [Setting Block(7/8"x 1"x 1/8*),85 5 duro. EPDM
EXTERIOR
LY/VA(
No.58705
VINYL FIXED WINDOW NOA(NI) 09/9/14
Pan# Description Material
NOTES:
`I)SOME PARTS NOT SHOWN FOR CLARITY,
80 Kornmerling 4SG TIPS Spacer System BOM&ASSEMBLY I 05c,", s,
2)J-CHANNEL FRAME SHOWN,PARTS#1. F
81 Quanex Super Spacer nXr with Hot Melt Butyl See this OTHER FRAME TYPES APPLY.
Sheet for 3)ITEMS#8-73,75-77,79&84-89 ARE NOT JR-05/05/16-ADDED SPACERS
82 Quanex Duraseal Spacer USED AND ARE NOT PART OF THIS CERT.OF A TH,M296
Materials USER
83 Cardinal)(L Edge Spacer 1D70 TECHNOLOGY7 DRIVE
4)ROYAL PVC TO BE LABELED FOR AAMA N.VENICE,FL 34276
REFERENCE TEST REPORTS:FTL-8717,8968&8970 EXTRUDER CODE. 1.1 9 OF 9 A.LYNN MILLER,P.E.
PW I
NTS 1'91 A,
(941)-480-1600 -5420 .5420.0
MID