HomeMy WebLinkAboutProduct Approval (2) RECEIVIED OCT 0 91017
MIAMFDADE ARAMI RADE COUNTY
FILE C"Opy PRODUCT CONTROL SECTION.
DEPAR'T'MENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/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 11HR--210"Aluminum Horizontal Rolling Window-N.I.
APPROVAL DOCUMENT: Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details",
sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: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 and renews NOA#15-0609.05 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0629.02
MIAMHMDE CONY Expiration Date: April 05,2022
?������ Approval Date: August 04,2016
!� Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-1201.04)
2. Drawing No.MD-HR210-01 titled"Horizontal Roller Window Details",sheets 1
through 8 of 8,dated 12/01/11,with revision B dated 05/05/15,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®NXTrM spacer system and XL
EdgeTN1 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)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
along with marked-up drawings and installation diagram of an aluminum horizontal
sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.
FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum
letters for each dated 03/22/12,all signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NDA No. 11-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5'h
Edition(2014),dated 05/29/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manuel P ez,P.E.
Product ControE aminer
NOA No. 629.02
Expiration Date: April 05,2022
Approval Date: August 04,2016
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5'h Edition
(2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.05)
2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.05)
3. Laboratory compliance letter for Test Reports No.FTL-6657 and FTL-6658,issued
by Fenestration Testing Laboratory,Inc.,dated 10/17/11 and 10/18/11 respectively,
both signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 11-1201.04)
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. 15-0609.05,issued to PGT Industries,Inc.for their Series
"ER-210"Aluminum Horizontal Sliding Window-N.I.,approved on 08/13/15 and
expiring on 04/05/17.
Manuel Per .E.
Product Control Ex ner
NOA No. 16-0629.02
Expiration Date: April 05,2022
Approval Date: August 04,2016
E-2
IAL NOTES:SERIES 210 NON-IMPACT 120'WIDTH 90'WIDTH
JNTAL ROLLER WINDOW 119'BUCK WIDTH B9•BUCK WIDTH
B SHEETS B SHEETS
RODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH 6&6 5&6
IUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE
-OCITY HURRICANE ZONE(HVHZ). _ __
'ERS ARE REQUIRED WHEN USED IN WIN0.80RNE DEBRIS A / / I / A SHEETS A / F gEL / A SHEETS
i.
MONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY I
5&6 LIGHT I 5&8
WE COUNTY APPROVED MASONRY ANCHORS,MATERIAL 83" 56.7R1' b8.1/8' I 63' 56.7/8• / 58-118° /
HEIGHT SASH FIXED HEIGHT SASH FIXED
T ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 , r->
.TE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE VISIBLE �-l/ VISIBLE
t TYPE,SEE TABLE 1,SHEET 1. 62" LIGHT LIGHT I LIGHT LIGHT/
DOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED BUCK I BUCK
HEIGHT 26-9/16' HEIGHT 26.7116"
ILLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 56-3/16"FIXED SASH i
ED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X
VISIBLE VISIBLE LIGHT VISIBLE
2°THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL LIGHT i - LIGHT
3NED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
LICK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
lINEER OR ARCHITECT OF RECORD.
ALWAYS SEE NOTE A, B IF- 3-3116' ALWAYS - SEE NOTE A, � B _ � FF' 33116'
DR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL REQUIRED THIS SHEET SEE NOTES B&C, 3• REQUIRED THIS SHEET 3�
10 OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS ®CORNERS THIS SHEET ®CORNERS SEE NOTES
ED ON TABLE 1,SHEET 1.NARROW JOINT SEALANT IS USED ON TYP.XOX(1/4-1/2-1/4)ELEVATION B 8 C.THIS SHEEP
R CORNERS OF THE FRAME,INSTALLATION ANCHORS SHOULD
ED.OVERALL SEALINGIFLASHINGSTRATEGY FOR WATER 74'WIDTH TYP.XOX(1/3-1/3-1/3)ELEVATION
NCE OF INSTALLATION SHALL C DONE BY OTHERS AND IS �. .BUCK WIDTH
THE SCOPE OF THESE INSTRUCTIONS. B SHEETS TABLE 1:
I ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 5&6 Anchor Min.Edge Min.
Anchor Substrate
T IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF Grou DisMance Embedment
ERRING APPLIED LOADS.SHIM TO BE NO MORE THAN 114' 1/4"Steel
NOODBUCKS,BYOTHERS.MUST BESUFFICIENTLY ANCHORED — ---•-- -I----• A Ntlac� Hollow Block,(ASTM C90) 2-1/2" 1-114'
ST LOADS IMPOSED ON THEM BY THE WINDOW.' SHEETS
C I C 5&6 #12 Steel P.T.Southem Pine(SG=.55) 9/16" 1-318"
IN PRESSURES: i SMS(G5)or A36 Steel,.125"min 3/8" Min.of 3 threeda
ATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 72• B #12410 SS A653 Stud,Gr.33,0.0346"min.(20 Ga) 318" beyond metal
RE,FRAME ANALYSIS AND GLASS PER ASTM E1300. HEIGHT / I / SMS Aluminum,6063.T5,.125"min. 3/8" substrate
RIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, , 1/4"Steel Concrete(min.2.9 kei)
URAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER 65.78• - 67.1/6"
300. 71" SASH I FIXED C Ultrecan Grouted fifled Block,(ASTM C90) 2-1/2" 1-3/4"
BUCK VISIBLE VISIBLE 114"410 SS Concrete(min.3.4 ksl) 1" 1-314"
rHE WIN LO METHODS SHOWN HAVE BEEN DESIGNED TO HEIGHT LIGHT I LIGHT CreteFlex Hollow Block, ASTM C90) 1-3/4" 1-1/4"
(HE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN 33.9/16• 33.9118"
RE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN
)IGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS SASH FIXED
)R THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT VISIBLE VISIBLE
ITO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET LIGHT I LIGHT
)UIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION WEEPHOLE NOTES.(SEE WEEPHOLE DETAILS.SHEET 7 OF 8):
NCE. A.REQUIRED IF WINDOW WIDTH IS OVER 67".
ALWAYS 3" 13 I+— 3.3/16" B.REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO BT.
C.REQUIRED IF WINDOW WIDTH IS OVER 89
RENCE3:TEST REPORTS FTL 6857&6658;ELCO ULTRACON REQUIRED SEE NOTE D,THIS SHEET D,REQUIRED IF WINDOW WIDTH IS OVER 45". PRODUCT REVISED
„O CRETEFLEX NOA;ANSUAF&PA NDS FOR WOOD (d CORNERS as complying with the Florida
UCTION AND ADM ALUMINUM DESIGN MANUAL. BWIftscode
TYP.XO ELEVATION(OX SIM.) �,��jj1111���,, AaeeptaoeeNo IG'o6'Z�i"O2
110 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY \ �� „• 77 ReWned radon Dare Q
AS THE 201 SERIES. \� W. Date: R"won:
GENERAL NOTES............................1 1ICEAI�q�';I B)ADDED SPACERS TO By
ELEVATIONS....................................105/05/16
:� • R JSHEETS. Miami
DESIGN PRESSURE RATING IMPACT RATING ANCHOR SPECIFICATIONS............1 �)>}; No,58705 Revised W. Gate: RaWe)on:
VARIES, NOT RATED FOR ANCHOR SPACING/QUANTITIES...2
SEE SHEETS 3&4 IMPACT RESISTANCE DESIGN PRESSURES,XO/OX........3
DESIGN PRESSURES,XOX............4 6 ® Description: Orem
INSTALLATION,STD MR.................b O : S
STANDARDS USED: INSTALLATION,HD MR...................8 : �(.'•.,.,�� r :'cr•,� GENERAL NOTES&ELEVATION J ROSOWSKI
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION GLAZING DETAILS..........................7 iss O�R�DA• \��`� 1070 TECHNOLOGY DRIVE TR/e: �•'
-ASTM E1300-04 CORNER ASSEMBLY......................7 G��
•ANSVAF&PANDS-2012 FORWooDCONSTRUCTION EXTRUSION PROFILES..................8 �r,,MAL�`��� N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
-ALUMINUM DESIGN MANUAL,ADM-2010 )11111)W P.O. BOX 1529
PARTS LIST.....................................8 NOKOMIS, ft 34274 t��Hh
ek Seob: Sheet: browing Na. Raw.
•AIS/-5700-07/S2-2010 ALYNNMILLER,P.E. of AUTH. #29296 -210 NTS 1OF 8 MD-HR210-01 B
P.E.#68705
SEE TABLE 2, XO,OX&XOX:
1 ANCHOR ON 1 ANCHOR ON THIS SHEET,FOR 1 ANCHOR ON EGRESS HEIGHT: -4.5/8
EACH SIDE OF
ANCHOR XO&OX:
EACH SIDE OF EACH SIDE OF EGRESS WIDTH:(WW2-3.1/2)
1 ANCHOR AT THE MEETING 1 ANCHOR AT 1 ANCHOR AT THE MEETING QUANTITIES THE MEETING 1 ANCHOR AT
CORNER RAIL CORNER CORNER RAIL ----------- RAIL CORNER XOX( 4-112-114
EGRE3SWIDTH).(WW/4-2.06)
6'MAX. � 6"MAX
\�
EGRESS WIDTH:(WW/3-6)
MIN.3
MIN.3 ANCHORS IN
ANCHORS IN JAMB FOR
1T MAX.
JAMBFOR / / 17'MAX.O.C.FOR WINDOWS UP
O.C.
WINDOWSUP / / WINDOWSUPT063- T044 MIN 4 / / /
TO 44°,MIN.4 TALL,2D'MAX.O.C. ANCHORS IN
ANCHORS IN FOR WINDOWS OVER 63' JAMB FOR
JAMB FOR WINDOWS 1
WINDOWSOVER 44'
OVER 44' ��----------^�
a6'MAX.
-
6'MAX --� N—• \ 1I22-3!a' II '
6"MAX. W MAX.FROM --^IMAX,O.CJ�
MEETING RAIL(X2)
6'MAX. --� �-+— 6"MAX FROM XO,OX&XOX:
�.— CENTER OF ANCHORAGE FOR ALL XOX(1/4-1/2-1/4)CONFIGURATIONS SASH VISIBLE LIGHT HEIGHT:(WH-6.1/8)
MEETING RAIL(X2) FIXED VISIBLE LIGHT HEIGHT: •4.7/8
XO&OX:
ANCHORAGE FOR ALL XO/OX CONFIGURATIONS TABLE 2: SASH&FIXED VISIBLE LIGHT WIDTH: P2-3.7116
FRAME HEIGHT XOX(1/4.1/2.1/4):
SASH VISIBLE LIGHT WIDTH:(WW/4-3.7116)
FRAME FRAME 383/8" 44" 505/8' 63" FIXED VISIBLE LIGHT WIDTH:(WW2-3.1311(1)
TYPEWIDTH ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP XOX(1/3A/3 D
(ED VI
SASH 8 FDVISIBLE LIGHT WIDTH:(WW/3-3-9116)
1 A B C A B C A B C A I B I C
1 ANCHOR ON ANCHOR 1 ANCHOR ON 53.1/8" 1 1 1 1 1 1 1 1 1 1 1 1 1
EACH SIDE OF AT EACH SIDE OF 74' 2 2 1 1 2 1 1 1 1 1 1 1
1 ANCHOR AT1 ANCHOR AT
THE MEETING FIXED THE MEETING STANDARD
CORNER
RAIL LITE RAIL CORNER MEETING 85" 2 2 2 2 2 1 1 2 1 1 1 1
RAIL 97" 2 3 2 2 2 2 2 2 1 1 1 1
B'MAX. 109" 3 3 2 2 3 2 2 2 2 1 2 1
rL 120" 3 3 3 3 3 2 2 2 2 2 2 1
53.1/8" 1 1 1 1 1 1 1 1 1 1 1 1
HEAVY 74" 2 2 1 2 2 1 2 2 1 1 1 1
HORS
DUTY 85" 2 2 2 2 2 2 2 2 2 2 2 1
HORS IN MEETING g7" 2 3 2 2 3 2 2 2 2 2 2 2
AB FOR
)OW9 UP / 17oMCN(• RAIL 109 3 3 2 3 3 3 3 3 2 2 2 2
H MINA / / / 120" 3 4 3 3 4 3 3 3 3 2 2 2
HORS IN PRODUCT REVISED
AS FOR SEE TABLE 1,SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS, as complying with am Fhmb
ADO WS Building Code
Acceptance No
1:R W° 10-0(029
a .f r ExPim• Data 2
,,`; qtr ;%, i;•
Revised BY: Data ReHalon:
Mi Dade Pradacf
6°MAX. Rwfand By. Data Revision:
MAX. r— .:'.:r '
_ 6'MAX.FROM � ,•,/,/ .,•%'� -
I�- MEETING RAIL(X2) Dexrip6en: Drown By:
ANCHOR SPACING&QUANTITIES J ROSOWSKI
ANCHORAGE FOR ALL XOX(1/3-1/3-1/3)CONFIGURATIONS /,";:- 1D7o TECHNOLoor DRIVE rDe: Date..
N.VENICE' Fl-34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
...:•, `•.�` ., NOKOMIS: FL 34274 Saiee/Model: Scala %®et: Dra*g Na Rev.
A.LYNN MILLER,P.E. CERT. OF AUTH•J29296 HR-210 NTS 2 OF 8 MD-HR210-01 B
P.E.#5870.5
pRODUCTREV)SED
as csmplpn6 with era Fjmidt
Binding Code
8xpi:lnt l 9'1mw cE2
ado
TABLE 3: By pmdmd
OR OX MAXIMUM DESIGN PRESSURE RATING(pSf)
CONFIGURATIONS
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
TABLE 4:WIDTH iYFE FRAME HEIGHT FRAME HEIGHT Glass Types
83/8" y en
3 44" 50.518" 63" 38318" 44" 505/8" 63" 72" O � q
"Annealed
Glass 1 +55.0%90,0 +55.0%80.0 +55.0156.8 +55,01-67.9 +55,0/30.0 +55.0150.0 +55.01436,9 +55.01-87.9 WA 1 1/8118"Tempered J o
26-112" Glass 2&3 +55.01-90.0 +55.0/30.0 +55.0130.0 +55,01-90.0 +55.0/-90.0 +55.0130.0 +55.0130.0 +55.0150.0 +55.01-90.0 3118 Amealed ~a~ ty
Glass 4&5 +55.01-90.0 +65,0130.0 +55,0/30.0 +55.01-90.0 +65,0/30.0 +55.0/30.0 +55,0130.0 +55.0130.0 +55,0/30.0 2 1/4"Annealed W _
Glass 1 +55.01-73.5 +55.0151.2 +55.0/58.0 +49.7159.7 +55.01-73.5 +55.0151.2 +55.0/-58.0 +49.71-49.7 WA 118"Annealad-114"Ahpeco-118"Annealed O
37" Glass 2&3 +55.0%90.0 +55.0/30.0 +55,0157.2 +55.0/57.2 +55.0/-90.0 +55.0/-90.0 +55.0/30,0 +55.0130.0 +55.0/-77.9 33!181 Annealed-Wier Ahepace,1/8"Anneeled
Glass 4&5 +55.0/30.0 +55.0/30.0 +55,0/30,0 +55.01.84.0 +55,0130.0 +55.0/.90.0 +55.0/30.0 +55.0/30.0 +55.01-78,1 3116,,,�l oD
Glass 1 +55,0/57.5 +53.71-53.7 +44.81114.8 +35,5/35.5 +55,0157.5 +53.7/53.7 +44.8154.8 +35.5/35.5 WA 4 Tempemd X Z LL
45" Glass 2 +55,0/30.0 +65,0/30,0 +55.01-75.0 +55,0/57.1 +65.01-90.0 +55.0/30.0 +55.0/89.2 +55.0/-77.2 +55A/'86.8 1/4"118"Tempered 1/4"Alrepoce 1/8^Tempered 10
Glass 3 +55.0130.0 +55.0/30.0 +55,0175.0 +55.0157,1 +55.0130.0 +55.0/30.0 +55.0/-80.3 +55.0/53.9 +55,01-57.1 e X
co
Lir
Glass 4&5 +55.01-90.0 +55.0130.0 +55.0130.0 +55.0/.71.4 +55.0/30.0 +55.0130.0 +55.0/30.0 +55.01-77.4 +56.0/5 3118"Tempemd�3118"Aimpaee-118"Tempered8.0 � J �
Glace 1 +65.0/-68.0 +53,1/53,1 +43.61113.8 +32,3152.3 +55,0/58.0 +53.1/53.1 +43.6/-43.61+32.31-32.3 NIA NOTES: 0
49 Glass +55,01-90.0 +55,0/55.1 +55.0!70.5 +53,4/53.4 +55.0/30.0 +55.0/58.9 +55,01-79.9 +55.0158.0 +55.0/51.3 1)USE THIS TABLE FOR ALL XO/OXWINDOWS PER
Glass 3 +55.01-90.0 +55.0%85.1 +55.0170.5 +53,4/53,4 +55.0/30.0 +55.0/30.0 +55.01-78,5 +55,01-56.1 +50.6/~50.6 THE ELEVATION ON SHEET 1.DIMENSIONS SHOWN
ARE TIP•TO TIP.
Glass 4&5 +55.0130,0 +55,0/30,0 +55.0/58.1 +55,0156.7 +55.0/30.0 +55.0/30.0 +55,0/-90,0 +55.0/-72.3 +55,01.81.5 }I a Z o
Glass 1 +55.0/53.7 +52.4/52.4 +43.5/43.5 +31.2/31.2 +55.0%83.7 +52.4152.4 +43,51-43,5 +31.21-31.2 WA 2)FORSIZESNOTSHOWN,ROUND UP TO THE 8 Z j
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION N
Glass 2 +55,0/30.0 +55.0/51.0 +55.0/56.7 +50,2/50.2 +55.0/30.0 +55,0/55.0 +55.0/-73,8 +55.0159.4 +54,01-54.0 SHOWN ON THE TABLE. CD
53-118" Glass 3 +55.01-90.0 +55.0/51.0 +55.0/56.7 +50,2/50.2 +55.0/30.0 +55.0/30.0 +55,0/78.3 +55.0/56.2 +46.8146.8 3)DESIGN PRESSURES MAY BE INTERPOLATED W N o
Glass 4&5 +55.0/30.0 +55.0/.90.0 +55.0/53.4 +55,0152.7 +55,0/30.0 +55.0/30.0 +55.01-90.0 +55.0!58.0 +55.0/x7.4 BETWEEN SIZES. _
Glass 1 +55.0159.2 +50.4/50.4 +42,8/42,8 +31.8151.8 +55.0/59.2 +50.4/50,4 +42.8142.8 +31,8/31.8 WA
61" Glass +55.0/59,2 +55.0/-75.1 +55,0/51.1 +45.4/45,4 +55.0159.2 +55:01-79.3 +55.0157.2 +51.0/.61.0.+44.0/-44.0 CONFIGURATIONS APPLICABLE TO THIS SHEET: ( F
Glass 3 +55.01-90.01+55.0/-76.1 +55.0151.1 +45.4/-45.4 +55.0/-90.0 +55.0/30.0 +55.0177.0 +55.0/57.2 +46.4146.4 X
Glass 4&5 +55.0/-90.0 +55.0/30.0 +66.0/-76.4 +55.0/56,7 +55.0/30.0 +55.0/-90.0 +65.0152.9 +55.0/51.5 +51.8/51.8 ��X L' I
Glass 1 +55.0156.3 +48,5148,5 +41.6/41.6 +32,0152.0 +55.0/58.3 +48.5/48.5 +41.6/41.6 +32.0/.32.0 NIA 8•
66" Glass
2 +55.01-79.7 +55.0/-72.5 +55.0/58,5 +43,0/43.0 +55,0%79.7 +55,01-77,1 +55,0/55.2 +49.31.49.3 +41.2141.2 d o
Glass +55.01-79.7 +55.01-72.5 +55.0/58.5 +43,0/-43.0 +55.0%79.7 +55,01-79.7 +55,01-74.9 +55.0/-57.8 +47.0/47.0 03
Glass 4&5 +55.01-79.7 +55,0179.7 +55,0/-73.1 +53.8/53.8 +55,0/-79.7 +55.0/-79.7 +55,0/-79.3 +55.0158,3 +48,9/48.9
Glass +61.1/51,1 +44.2/14.2 +38,9/38.9 +30.0%30.0 +51.1/51.1 +44,2.44,2 +38.9/38.9 +30.0/30.0 NIA
Glass 2 +55.0153.5 +55.0/53.5 +55.0/55.3 +40.0/40.0 +65,0153.5 +55,0/53.5 +55.0/52.0 +47.9/47,9 +39.8/39.8 ,.o'''' '•':"..,
74" Glass 3 +55.0!53.5 +55.0153.5 +55,0/55.3 +40.0/40.0 +55.01-63.5 +55.0/53.5 +55.0/53.5 +54.1/54,1 +45.0/45.0 `
Glass 4&5 +55.01-63.51+65.0/-0.51+55,0153.6 +50.0/50.01+55.0/53.5 +55.0/53.5 1+55,0/53,5 +54,2154,2 +45,1/45.1
a - : AMF
OX J,A.:LYNN'M'UtA P.E.
P.E.0 58705
PRODUCT REVISE�
as camplyiag
Building Code p
Aomp4mc0 N0 - Z
-Piro Data :t
BY
TABLE 5: M-
XOX CONFIGURATION MAXIMUM DESIGN PRESSURE RATING(psl)
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME GLASS TABLE 6:
WIDTH TYPE FRAME HEIGHT FRAME HEIGHT m
38-3/8" 44" 50-5/8" 63" 38318" 44" 50-5/8" 63" Glass Types
O r
Glass 2&3 +55.0%90.0 +55.0/-90.0 +55.0/-76.3 +55.0159.2 +55.0/-90.0 +55.01-90.0 +55.0%90.0 +55.0%78.9 23116^Annealed ? fn c
z 49" 114"Annealed �.O -� r
O Glass 4&5 +55.01-90.0 +55.0/-90.0 +55.01-89.1 +55.01.69.1 +55.0%90.0 +55,0/-90.0 +55.0%90.0 +55,0/-90.0 Q
F Glass 2&3 +55.0/-90.0 +55.0/-84.7 +55.01-71.4 +55.0155.1 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55,0/-73.5 1!8 Annealed 1/4"Alrspece 116"Annealed
53-1/9' 3 3116"Annealed3116"Ahspaco-1/8"Annealed _
Glass 4&5 +55.01-90.0 +55.01-90.0 +55.01-83.2 +55,0/54.3 +55.0%90.0 +55.01-90.0 +55.01-90,0 +55.0/-90.0 p 16
+ 3116"Tempered
Glass 2&3 +55.01-90.0 +55.01-78.3 +55.0153.9 +48.0149.0 +55.0%90.0 +55.01-90.0 55.0/55.1 +55.0/55.3 4
u2i 61" Glass 4&5 +55.0/-90.0 +55.0/-89.0 +55.0/-74.5 +55.0/57.1 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-84.5 1/4"Tempered pQ
8 74" Glass 2&3 +55,0/-81.0 +55.0/56.8 +65.0%55.3 +41.9/-41.9 +55.01-90.0 +55.01-88.9 +55,0%73.7 +55,0/-55.8
1/S"Tempered-1/4P Airspace-1B"Tempered co
Glass 4&5 +55.0/-90.0 +55.0%77.9 +55.0154.5 +48.8/-48.8 +55.0/-90.0 +55.01-90.0 +55.0%90.0 +55.0/-72,2 5 3116"Tempemd-3116"Aimpace-1/8"Tempered X Z LLO
85" Glass 2&3 +55.0/-75.6 +55.0/-61.5 +50.4150.4 +37.7137.7 +55.01-90.0 +55.01-81.8 +55.0157.2 +50.3150.3
Glass 4&5 +55,01-88.2 +55.0/-71.7 +55.0158.8 +44.01-44.0 +55.0/-90.0 +55.01-90.0 +65.0/56.9 +55.0%65.0 W
90" Glass 2&3 +55.0/-73.8 +55.0/-59.6r+48.6/-08.6 +36,2/36.2 +55,0%90.0 +55.0/-79.5 +55.0/-64.8 +48,2/-08.2 rvorEs: O F-
Glass 4&5 +55.0/-86.1 +55.0/59.6 1+55.01-56.7 +42.21-42.2 +55.01-90.0 +55,0/-90.0 +55.0183.9 +55.0/52.4 co It �
1)USE THIS TABLE FOR ALL XOX WINDOWS PER VIPJ
THE ELEVATIONS ON SHEET 1.DIMENSIONS
Glass +55.0/-90.0 +55.0/-79.5 +55.0156.4 +50.8/50.8 +65.0%90.0 +55.0/-85.0 +55.0%73.8 +55,0/-59.4 SHOWN ARE TIP-TO-TIP.
53-1/8" Glass 3 +55.0/-90.0 +55.0/-79.5 +55.01.66.4 +50.8/50.8 +55.0/-90.0 +55.01-90.0 +55.0/-78.3 +55.0/56.2 y y a z O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE 8 8 '-
Glass 4&5 +55.0/50.0 +5.5.01.90.0 +55.01-77.5 +55.0/59.2 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-87.5 NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION Z 04
Glass 2 +55.0/-80.4 +55,Oh64.9 +52.91-52.9 +39.3/59.3 +55.0/-83.1 +55.01-72.8 +55.0/52.0 +47.9/-47.9 SHOWN ON THE TABLE, L t_
74" Glass 3 +55.01-80.4 +55.0/•64.9 +52.91-52.9 +39.3/39.3 +55.0/-90.0 +55.01-79.6 +55.0/-70,0 +52.5/-52.5 3)DESIGN PRESSURES MAY BE INTERPOLATED W O
p Glass 4&5 +55.01-90.0 +55,0/-75.8 +55.0%61.8 +45.9/-45.9 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-67.8 BETWEEN SIZES. _
Glass 2 +55,0%74.7 +65,0/-61.2 +49.1/-49.1 +35.8/35.8 +55.0/-74.7 +55.0/57.2 +55.0/58.9 +46,8/46.8 ��++
85" Glass 3 +55.0/-77.2 +55.0/61.2 +49,11-49.1 +35.8/35.8 +55.0/-81.9 +55.01-71,1 +55.0/-62.8 +47.8/-47.8 CONFIGURATIONS APPLICABLE TO THIS SHEET:
LL ® ON
z Glass 4&5 +56.01-90.0 +55.0/-71.4 +55.0%57.3 +41.8/-41.8 +65.01-90.0 +55.01-90.0 +65,0/-84.6 +55.0/81.8
c� Glass 2 +55.0/55.3 +55.0/58.8 +46.31-46.3 +33.1/-33.1 +55.0/-65.3 +55.01-60.0 +53.7/53.7 +43.9/-43.9 X
97" Glass 3 +55.01-72.5 +55,0/-58.8 +46.31-46.3 +33.1/-33.1 +55.01-72.5 +55.0153.7 +54.7/-54.7 +44.21-04.2 z tjs
Glass 4&5 +55.0/-87.0 +56.0/•68.6 +54.11-54.1 +38.7/38.7 +55,0%90.0 +55.0/-90.0 +55.0%79.9 +55.0/57.1
Glass 2 +55.0%58.7 t53.4/-53.4 +44.71-44.7 +31.2/31.2 +55,01-56.7 +53.4/-53,4 +48.4/ 8.4 1+40.5/-40.5 c� _
8 109" Glass 3 +55.0/54.8 +55.0/55.8 +44.71-44.7 +31.2/-31,2 +55,01-64.8 +55.01-55,8 +48.2/-48.2 +39.6139.6
Glass 4&5 +55.01-84.7 +65.0%66.5 +52.2/-52.2 +36,4/36.4 +55.01-90.0 +55.0/-90.0 +55,0%77.1 +53.8/53.8
Glass +49.7/49.7 +47.9/-47.9 +43.6/-43.6 +30.0%30.0 +49.7/-49.7 +47.91-47.9 +44.3/-44.3 +37.5/37.5 xox(1/3.1r11/3)
120" Glass 3 +55.0%57.6 +51.1/-51.1 +43043.6 +30.0/-30.0 +55.0/57.6 +51.1/-51.1 +44.1/-44.1 +35.8/35.8 =
Glass 4&5 +55.0%83.2 +55.0/55.0 +50.9/-50.9 +35.0/35.0 +55.0/-90.0 +55.0/-90.0 +55.0%75.2 +51.7/51.7
XOX(1!412-1/4) A.LYNN MILLEtR,P.E.
P.E.#68705
INSTALLATION OPTION 1 CONCRETE/CMU STANDARD MEETING RAIL fiO 1XWOOD
INSTALLATION ANCHORSINT02XWOOD. PERANCHOR TYP.ANCHOR TYPE, BUCKSTRIP, , CONCRETE
REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2,
\OPTIONAL EDGE EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. PER CMU
2X WOOD DISTANCE PER
ADOON 11 SEE TABLE 1,SHEET 1. ANCHOR
FLANGE Q 114'MAX REQUIRE.
HEAD, SHIM23 90 `• MENT
93
ILL&JAMBS EDGE x 30 54 X 10
EMBED. DISTANCE °
MENT 44 =
INSTALLATION OPTION 1 PERANCHOR CONCRETE/CMU HEAVY DUTY MEETING RAILO 1X WOOD
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT TYP. NT AND ED E, BUCKSTRIP, CONCRETE
EDGE EMBEDMENT AND EDGE SEE NOTE 2, OR CMU
OPTIONAL 2X WOOD DISTANCE EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. PER
ADDON 11 SEE TABLE 1,SHEET 1. ° ANCHOR
FLANGE® 114°MAX REQUIRE.
HEAD. EDGE SHIM 23 83 30 90 x 10 + • •• u, MENT
ILL 8.JAMBS x54.
EMBED- DISTANCE °
MENT --- — — __-- ———
----_ _—_— i .
q4
--
1/8'ANNEALED OR PRODUCT REVISED
TEMPERED GLASS as complying with the Fla"
1 8 1 Building Code
90
I
II BY
D40 as 64 FNpa
382M
27 GLAS
Minta ado Ptoducl
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81
6 26 1 i 1/8"GLAZING DETAIL 4 `— g
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9
3/16'ANNEALED OR 1/4"ANNEALED OR g r Q
3 28 8 TEMPERED GLASS TEMPERED GLASS 1`0 8 J J
3 12 55 I,II 91 56 II 92 W Q
11 I 382°MIN. .382'MIN. I p■p Ll
GLASS BITE I GLASS SITE t3
e 81 (q OO CD
81 g z o
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B FRAME SASH 40 MEETING GLASS STACK LV X y
26 CORNERS CORNERS RAIL1/4'AIRSPACE
1/8'ANNFALEDOR (j) Q
TEMPERED GLASS 1/8'ANNEALED OR Q H
TEMPERED GLASSZ
ASSEMBLY DETAILS i W O N
57 i 93
.382•MIN, i Q _
GLASS BITE (�
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OSILL ADAPTER
60•63
1/2"I.G.GLAZING DETAIL
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3 za��
112"MIN. �25 C
2 GLASS STACK o z
.260'
,330• 3/16' 3/18'AIRSPACE
TEM �
TEMPERED GLASS 118'ANNEALED OR ,
O O 180ANNEALEDOR° 415" TEMPERED GLASS
57 I94 I1r:Ji,
�►- 1.200" -�-I 1200'
WEEPHOLES .382"MIN. I I
GLASS BITE I -••"��''
1,600" 81
WEEPHOLE DETAILS 60.63 "UZ
SILL
SHOWN WITHOUT WEEPHOLE COVERS. 1/2"I.G.GLAZING DETAIL '-°'•" '•' '
SEE SHEET 1 FOR QUANTITY AND SPACING '•:�.;"""' '"
3/16'AIRSPACE •• •'
A'.LY,NkMR:LER;?.E
P.E 58705
Dwg# Part# Description Mabodall aINT.
CONE
2158 8215 Frame Head MY-5 I"'— 2000•
284 8204W Frame SIII 8089-T5 STRUCTURAL sem'
114"NOM.
265 6285BW Sill Ad er X83-76 POLY1SOBttTYLEN {+--2ara•
218A 621OW From Jamb(Fixed) 8083.76 WITH DESICCANT % i
219 61088W Frame Jamb(Operable) �-T5 �.GlassO KODISPACE 2.024•
2208 8220W Fixed Meeting Rep 6083-76 4SG TPS 002
ata
287 8287W Heavy FbredMeeiin Rall 8083.76 .00z 1428• 2tx4•
223A 6223W Sash Top&Bottom Rap 6063-T8 ts2r
2238 8218 Sash Bottom Rep 609T6
2218 8221BW Soh Side tiN! 8083.7$ GLASS or _ oar
222 6222W Sash MftUng Rap 6063"76 0�._,t�
270 6278W Dogbone Reltdomement 6D63.78 L.
ALUMINUM 1 FRAME HERO /�
Z785 627am Sash St W63.75 REINFORCEMENT -'soa3Te ALuruNuan OFraAME nt QaIUADAPTER (4)FRAME JAMB fF°M
4080 740808K Meeting Rep S Lafch PI Rigid PVC 8a63-75ALuMINUM 8083TBALUMNUM /eae346ALUNNUM
242 42105W Sash T Guide(AntHadc) Po d PVC SHB„NOM
227 42114W End Pogid PVC BUTYL& tsar �— +.882•
1213 e0200K .1 Mr X.20('Q-Ion Ws rams Flax PVC 70 DESICCANT
4086 64066G .187•X.230"Fin Wetp. FOAM fl DURASEAL�
1003C 66801K @u@ Vinyl Warp. Sash flex PVC 70 �
275C 70275CK Fmme Sill Gasket Polyethylene 'GLASS et SPACER Oe2 ,.Gera .0 tato•
02
273A 70273AK Frame Head Gasket Polyethylene zza�
280 702009K Sash Gaskets Polyethylene oe3
7HR96 W Wee oto Cover cost
Plastic INT,GLASS
225 42112W sweep-Latch Cees yl
225 42112N Bolter Housing&Guide Vinyl HOT-MELT BUTYL (�
228 7BRWHL2 Roller Brass STRUCTURAL FRAME Are(OPERABLE) MaDMEETINORA,L Vr{O FIXED MEE71N0 RAR QSASH TOP&BOTrOM RAIL
1155 7B1PQA #8X1-QUAD Pn SMS Stoat e863TBALUMINUM
115&i 781PQX (48X1" ,Pa.SMS 410 SS SILT OAM 3116"NOM. 8083TBALLrONUM a083T8ALt/611N(Rd Ba83T6ALUMNUM
781PSTA 98X1-Sq.Pn.7Wtn Fest SMS 4108S WITH
,.T4s
?8Xi8PSA 118 X.375" .Pn.SMS Stoll DESICCANT L
1018 7353M #8X.825"Ph,FI.SMS Steel SUPER °�' •062•
1265 3 71z653K setu,rg Block 3132"x v4"x 1" EPDMEX7.crass aSPACER@NXT ,
1267 71267N SeWna Block 1B"X 1/2"X 1" EPDM 1•45r I I
162$ 61625W 1/8"Bead Aluminum ate• 1
2719 65018W 3118•Bead Aluminum INT.GLASS t 002^
1263 65133W 1W Bead Aluminum ,a sASH sloE RAIL
1263 6Vr48W I.G.Bead RfgId PVC „ SASH MEEnNO RAIL808378 ALUM NUM +z DOOBONE REINfORCEMENT
1014 81014FW Screen Frame Alllminum
80e346ALUMINUM ea83T8 ALUMINUM
1631 47041W Screen Comer Key No Ring Vinyl POLYISO- DESICCANT FILL AREA t.tta
1630 47042W Screen Comer Kay with Fun-a- Vinyl BUTYLENE 6/16"NOM,
320 7320SPNO ScrewSpdng Spring Steal SEAL T- t.ter
1624 61624K Scram S line•,135"Dia.Foam RubberED Ter SILICONE SEAL oaa rrr^^^
RO �
1835 61835K Screen spline-,135"Dia.Hard Rubber STAINLESSESS STEEL TM .L
en
ScreCloth Fiberglass XL EDGE
130 ss615w Add-on Flange(Optional) 6083-To SPACER o5a
Dow Coming 6409 Silicone GlazingSaalard or E civ.. EXT'GLASS ,3 SAS OP O ADDON FLANGE a3 com lyinvoCT REVISED
1/8"Annealed orTempered Giese 8083T6ALUMINUM 8a83TBALUMINUM BuiladingyCoodda daRtrtkta
3H6"Aretealed TemBrod Giese Accaprmm No IG-CO 102
114"Annealed or Tem Glass `�����N,,...NY LYN,y�'% °�BY Dm� Rawatm. au Opt
11$"-1t4'
Air•118"An.or Temp.I.G.
INT.GLASS
�1 : 41�ENSF'• ! i (—^� JR 05/05/16 B)ADDED SPACERS D
118"•3116'Air-3116"An.orTamP•I.G.
` Revmed 8r, DoteR�vlaloe:
* No-58705
Description Material
Kommeding 4SG TPS Spacer System = 80!77 DlQP"
QuanexSuper Spacer nXrWin Hot Melt Butyl seetrea =O s o l6:�W' ; BOM&PART DETAILS J ROSOWSKI
QuanexSheat for 'ACS''•:`70R1OA,..''•� \.` 1070 TECHNOLOGY DRIVE Atm: Dote:
Cardinal
Du Eta spacer ,, f HORIZONTAL ROLLER WINDOW DETAILS 12!01!11
Materials S Ca N.VENICE FL 34275
Cart4rtel RL.Edge Spacer �i OlVgt EN�.�� P.O. 80X 1529
:NCE TEST REPORTS:FTL 8717,8968&8970 r 1'11111 r r t t tt NOKOMIS;F7.34274 ��K �o
A.LYNN MRLtRi,P.E. Me• �'
PA-ft 58705 CERT. OF AM. #29298 HR-210 NTS 8 OF 8 MD-HR210-01 B