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Application Type Fprovel
Code VersionApplication Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email Technology Drive ���D e��1
North Venice,FL 34275 +�
(941)486-0100 Ext 22318
druark@pgtindustries.com P
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/14/2015
Date Validated 10/05/2015
Date Pending FBC Approval
Date Approved 10/09/2015
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R_7 C CAC 15-0519._6 P.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/11/2018 I
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R9.7 11 15-0519.16 F.rdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:Yes FL243 1117 C CAC 15-0519.15.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/11/2018 t
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 P17 I1 15-0519.15.rdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.3 JPW-220(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 P17 C CAC 15-0609.08.odf
[[[Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/16/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0609.08.rdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.4 JiPW-520(Large Missile Impact) WinGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0612.1.3.rdf l
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/08/2019
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 f217 II 15-0612.13.pdf
for product performance information,anchoragAAletaiLs,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.5 IPW-620(Non-Impact Aluminum Fixed Window
Limits of UseCertification Agency Certificate
Approved for useln FL243 217 C CAC 15-0528.27.odF
Approved for use outride HVHZ:Yes L2/
y Assurance Contra t iration Date
Impact Resistant:No
Design Pressure:N/A :R17
InstructionsOther:Please see the Miami-Dade County Notice of Acceptance(NOA Ii 15-0528.27.df
for product performance Information,anchorage details,and anchor - a e CCd -CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.6 PW-720(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.vdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0528.26.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: i
243.7 JiPW-820(Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0528.26.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0528.26.odf i
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER 1
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window I
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R17 C CAC. 13-1125.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/11/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 N 13-1125.04.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0609.06 LM.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:Yes 08/16/2017
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Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation ructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II InstSS-('.609.06 LM.Dtlf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F1_243 R17 C CAC 15-0609.07 SM.cdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/17/2018
j Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 I: 15-0609.07 SM.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.11 PW-5420(Non-Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243_R17,.C CAC 14-0930.2`f..p4f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) fl„243 R37 II 14-0930.. .ndf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R-7 C CAC 15-0415.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration at
Impact Resistant:No 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 Ii 15-0415.02.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 14-0930.25.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 11 14-0930.25.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 Ri7 C CAC 15-0415.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 I1 15-0415.0i.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
sectiri tv a L'rR(cS
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i
i
MIAMDAIDE MIAMI-DADE COUNTY
'e PRODUCT CONTROL SECTION
DEPARTMENT OR 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) wsvw.miemidnde.eov/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 theHigh Veloci
DESCRIPTION: � Ies''
PW-701/620"Aluminum Fixed Window-N
APPROVAL DOCUMEN raving o. . , titled "Fixed Window Installation Guidelines",
sheets 1 through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, 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 Miatni-Dade County Product
Control Section.
MISSILE IMPACT RATING:None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#13-0502.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0
M�AMFOADHcouNTY Expiration Date: I!ebruary 19,2019
ugus
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-0502.04)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,"TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
-5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
FTL-7212,dated 03/21/13,signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 11-1114.17)
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 -
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.
FTL-3834 and FTL-3847,dated 07/30/03 and 07/31/03 respectively,all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-11OS.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition (2014),dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel 3728.27
.E.
Product Controler
NOA No.
Expiration Date: February 19,2019
Approval Date: August 20 2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks,and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property-Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May
20,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 13-0502.04)
4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
G. OTHERS
1. Notice of Acceptance No. 13-0502.04, issued to PGT Industries for their Series"PW-
701/620"Aluminum Fixed Window-N.I."approved on 07/18/13 and expiring on
02/19/19.
Manuel P z,
X
Product Contro xa in
NOA No. 28.27
Expiration Date: February 19,2019
Approval Date: August 20 2015
E-2
GENERAL NOTES:SERIES 620
NON-IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR IMPACT
1)THIS PRODUCT HAS BEEN DESIGNED g TESTED TO SEE SHEETS 24 RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILD NG CODE,INCLUDING THE HIGH VELOCITY 4B'TIP-TO-TIP TH
HURRICANE ZONE(HVHZ). - 47"BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-B RNE 44.1/4'VISIBLE 45-114"VISISLE 45-114"VISIBLE '
DEBRIS REGIONS. LIGHT WIDTH PRODUCT REVISED
LIGHT WIDTH LIGHT WIDTH -complying wflh tho Florida
-►-j - 6'MAX. �•••) W MAX. F.SHEET 7 Building Code y
3 FOR MASONRY APPLICATIONS IN MIAMI-DADE C UNTY, B,SHEET 5 -�D,SHEET 6 2'MAX. Ace tnncallo 15-D92
9.2 y
_I�_! H.SHEET -'�I �' p4
USE ONLY MIAMI-DAD£COUNTY APPROVED MAS NRY (t F.x etion Dalc pl
ANCHORS.MATERIALS USED FOR ANCHOR EVAL ATIONS I i
WERE SOUTHERN PINE,ASTM C90 CONCRETE ONRY 1 I 1 A imui M.Pradud Can
UNITS AND CONCRETE WITH MIN.KSI PER ANCH R TYPE,
A I A 95' C I C E,SHEET 7 I E,SHEET 7
4)ALL WOOD BUCKS LESS THAN 1-112'THICK TO BE SHEETS SHEETS SHEET 6 SHEETS G,SHEET 8 G,SHEET 8
CONSIDERED 1X INSTALLATIONS,1X WOOD BUC S ARE l H LIGHT 96' 15TH EDITION FBC UPDATE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO S BSTRATE. BUCK ,
WOOD BUCKS DEPICTED AS 2X ARE1.12'THICK R -"�-- --"-" 92-114" —�'--'--"--- HEIGHT — m
GREATER.IX AND 2X BUCKS(WHEN USED)$HAL BE
/ � 93.1/4" rc
DESIGNED TO PROPERLY TRANSFER LOADS TOT E 12'MAX, i /J VISIBLE 12"MAX. i 1 93-I/4' i j/ VISIBLE
STRUCTURE.WOOD BUCK DESIGN AND INSTALLA ION is D.C. _ /I'/ LIGHT O.C. _ 1/ VISIBLE 5"MAX. I/ LIGHT e
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR HEIGHT LIGHT O.C. HEIGHT
ARCHITECT OF RECORD,(AOR). I / g6• I j HEIGHT I j tt Y Q
5)ANCHOR EMBEDME14TTO BASE MATERIAL SHALL I ITIPO I >
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS F H iGHT 96' d 5 O
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS SED ( I I BUCK r-
4N ALL FOUR CORNERS OF THE FRAME.INSTALLATION I HEIGHT }r- clop O
ANCHORS SHOULD BE SEALED.OVERALL i O` C cV Of N
SEALIHGIFLASHINGSTROTEGY FOR WATER RESISTANCE F I I I _.--_ i O cpi tqj W
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND I -{} Z 1�i cv k CD Z umoi0
THE SCOPE OF THESE INSTRUCTIONS. 6' `-�B-.rj }•+- 12'MAX O 6" _l [—D-►{ �--- 12"MAX.O.C. � F,SHEET 7 I = _ W
MAX. SHEETS MAX SHEET 6 2'MAX. H,SHEET 8 y U c-) X SQ 6 a
6)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR f+-- 5'MAX.O.C. W- O 2 co
LOCATION WHERE THE PRODUCT-IS NOT FLUSH TO THE F-Z m O (7 ant0
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o> Y z Z
APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT). 0 0 0 O O rn
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON '"Z D"Z I- 1" U.,
THEM BY THE WINDOW. g j O
FIG 1: J W r
7)DESIGN PRESSURES: 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK QLu
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST GUIDE TO SH MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25, `E N +aa4S
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300, GENERAL NOTES............_.......... f ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® Si Z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST A ELEVATIONS- i1 F
`'� MEMBERS,SEE FIGURE 1,THIS SHEET. U
„
>r' W
PRESSURE,STRUCTURAL TEST PRESSURE,FRAME GLAZING DETAILS.......................2.4 �' r Z
ANALYSIS AND GLASS PER ASTM E1300, DESIGN PRESSURES.................2-4 12"O C O O
INSTALLATION,FLANGE.............5 MAX. WIDTH WIDTH�--WIDTH-�•{ (..--WIDTt{-.,•� Imo-WIDTH -R{ Q � Z aloa
F-
8) — -_
THE ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION,EQUAL-LEG.......S / TT T T O N
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING INSTALLATION,MT.FIN A,..........7 1 1 r� I I { { ( rte I I F a
TO THE REQUIRED DESIGN PRESSURE.THE 33-13%STRESS INSTALLATION,INT.FIN B...........8 "I'`ti. / w { { O O W Z
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS CORNER ASSEMBLY.........._......,9 +-ii w X W
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR EXTRUSION PROFILES................9 6' _ { { S1 { _ { { _ ( ti C9 d.
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PARTS LIST...................................9 MAX' .. 1 t_ _ J !_ _J ai!!1 •asap seyag
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA (-- WIDTH I+-WIDTH-+I I--WIDTH--j )+-WIDTH+j 1ltlllll
BUILDING CODE FOR CORROSION RESISTANCE. TABLE 1: (--- -- -- T r- -.1 r 1 \,111 k.yNN l l/f7�i
a a �a ��1��N41cENSI ���P
9)REFERENCES:TEST REPORTS FfL•3034,3847 8 7212; Type Tsai ion Sheet tS Yr us/
ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:ANSIlAFBPA w q/ y� %/ Q•;NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN �A2 t ., ,� L_ J * NO 58705MANUAL. 2 114"Tem e 3 .L ampeted•1116"Air-3118'Tem red) 4 -
10)THE 620 SERIES MAY ALSO BE REFERRED AS THE 701 {. WIDTH— =i {"-' WIDTH--I I►-WIDTH--I /��" q �^
SERIES. _ __ _ �'WIDTH-�^{ ••O V` ! '3.. �J r 4!
y{ I { { � tall!!111111\
A.LYNN MILLER,P.E.
P.E. 50705
TABLE 2:
Window Design Pressure(+/-,psf)for Glass Type 1
Long Side(in)
87-718 72 78 BO B4 88 92 96 100 104 109-112 112 118 120 124 128 132 136 140 144
30 +1001-150 +1001-150 +1001-149.5+1001-147.7+1001-146.1+1001-144.7+100/-141.9+100!•138.4+1001-135.4+1001-132.8+4001-129.8+7007-128.8+1001-128.8+1001-125.4 +1001-424 +1001-122.8+1001-121.5+1001-120.5+1001-119.61+1.001-118.6
32 +1001-147.2+1001-144.6+100'-142.5.1001-140.6*1001.137.5+1001-131.7+1007-127.1+1001-123.4+100!•120.3+100!•117.9+1001-114.8+1001-113.8 +400-112 +4001-110.4+100-108.9+1001-107.6+1001-108.5+1001-105.8+1001-104-51+1001-103-C
34 +4D0-141.3+1001.138.8+1001-138.4+4007-134.6+1001-128.7+100-422.3+100-417.7+100/-113.41+1001-110.1+1001-106.8+1001.103.4+100'-102.2+1001-100.4 +/-99 +/-97.4 +/-98.2' +/-95 +1.93.9 +153 +152 PRODUCT REVISED
36 +1001-138.1+1001-133.3 +1001-731 +4001.128 +100!•123.4+1061.117.3+1001-111.6+1001-106.4+1001-102.6 +1-99.7 +1-96 */-94.4 *152.2 +/50.4 +188 +1. a +/55.2 +/.84 +183 +/-81.8 as complying tvilh the Ffodda
38 +1001.131.6+1001-128,7+1001-126.3+100.124.2+1001-121.7+100-115.1+100-107.8+1001-102.5 +1-08.4 +l-94.5 +l-90 +l.87.9 +/•85.2 +1$1.4 +1.78.0 a1-78.4 +l-71.2 +1-76.2 /-68. Building Code 15 ro528.2
40 +100-127.8*1 1-124.6+1001.122.1 +1001-120 +1001.118.1+1001-113.0+100.108.8*4001-100.8 +1.98.1 +l-91.8 +181.1 +1-78.8 +1-75 +1-73.4 +/-71.8 +/-70.3 +/-68.8 Acceplencc No
42 +1001-124.1 +1001-121 +1001-718.4+100.118.2+1001-114.3+1001.112.8+1001-108.2+7001-100.8 +/-85.3 +189.8 a/.83.4 +/.81.4 +/-78.7 +/-76.1 +1.73.5 +1-71.2 +1.89 +/.87 +/-85.2 +/-83,4 B �IimationDatcAf2lVij44 +100/-121 +1007-117.8+1061-115.2+100-1129+1001-t10.8+1001-709.1+100-108.8+1001-100.7 +l-95.4 +/-89.9 +/.82.8 +/50.8 +l-77.8 *1.74.4 +1-71.6 +1.88.5 +165.9 +/.83,4 +181.8 +1.60.6 By48 +1001-118.4 +1001-115 +1001-112.2+1001-109.8+1001-107.8 +100/-106 +100/-104.3+1001-101.1 +1-95.7 +1-90.3 +182.8 +/80.8 +/774 +1-74 +(-703 +1872 +1639 +/81.7 +/804 +/-58.8 Min
48 +1001-116 +1001-112.5+10(1-109.6+4001-107.1 +1001-105 +1001-103.1+100-101.5 +1.100 +/-96,3 +1-90.8 483.2 +l.81.1 +1-77.5 +/-70.6 +/88.6
f° 50 +1001-114 +4001.110.3+1001-107.3+100.104.7+1001•102.5+1001.100.6 +1-98.9 +1-97.4 +158 +151.4 +183.8 +/81.6 +/-78.2 +1-74.8 +l-70.9 +187.3 +11
g +1061-112.2+100!•108.4+1001.105.2+1001-102.8+1001.400.3 +/58.3 +/.96.5 +154.9 +153.8 +152 +/84.8 +182 +1-78.8 +l-75.3 +1.71.8 +/87.8 +184 +181.4
52 a NO CHANGE THIS SHEET
'A 64 +100/-110.7+100/-1D6.7+1001-103.4+1001-100.6 +/58.2 +1-98,2 +1-94,4 +1-926 +I-90 +1$5.2 +152.4 +1-78.6 +1-75.8 +1-72.2 +/66.8 +164.6
56 +1001-109.4+1001.105.2+1061-101.8 +1.98.9 +/.95.4 +1-94.3 +/-92.4 +7-90.8 +189.3 +188 +185.4 +1.82.7 +1-79,2 +1-78 +/•72.8 +/88.4 m
58 +1001-10&4+1001-tOJ.9+1001-100.4 +1-97.4 +1-94.8 +1-92.6 +150.8 +/88,9 +167.4 +166.1 +184.2 +/823 +1-79.3 +1.78
60 +400-107.5+1001-102.9 +1.99.1 +1-98 +1-93.3 +/51 +/-89 *187.3 +185.7 +/84.3 +/626 +181.4 +l-78.7 +/-78
62 7100-106.9 +100/-102 +158.1 +1-94.5 +/-92 +/8.9.6 +/87.6 +l.85.8 +/-84.2 +162.7 *181 +180.3 +/-77.6 '
tt
64 +100-106.4+1001.101.3 +/-97.2 +/-93.8 +/-90.9
88 +100-106.1+1001-100.7 +1-98.4 +/52.8 +1.89,8 +/87.3 +/85.1 +183.1 +/84.4 a/-79.9 Q
67-718 +1D01-105.1+7001-100.3 +/55.8 +f-92.1 +169 +/-84 +182 +/.80,3 +/•76.7 M Y
NOTES: , ? M1Oa
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, a O
2)FOR SIZES NOT SHOWN.ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O
`-
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. �• atOQ o
oN w
rn o z Ta
z IL- 04 LL o
sLw
TABLE DIMENSIONS MAY BE U U_ C)'_6 -0
ORIENTED VERTICALLY OR H�Z1 m 0 CO
0Ma
HORIZONTALLY AS SHOWN. r> O O
70-
LONG
LONG Z D-Z 0n
SIDE v Lu Q
�- LONG SIDE �� Q N
Q
F
3116"TEMPERED GLASS SHORT ® N Of teey5
Of
SIDE �v SHORT - m
4 11 S DEI� O Z
USED AT CURVED ¢ O Of °1°°g
Z
FRAME MEMBERS ONLY 29kGLAS'S
" O Z N
@ 11-710"O.C.MAX. BITE (7 �
I►--- LONG SIDE -►I W
1-3 O X W a
UL O
EXTERIOR SHORT �/ LONG *011 •�sa0 sel�a5
a20 SIDE Y' SIDE `\`tttlllllt/////,/
GLASS TYPE 1 � CNV LYNN 4/74( �
��'��'.••�1cENSF'-•.FP
' No.58705
SS HORDET -
)3 aSE°o -441
K w`
'/11111t111t`
A.LYNN MILLER.P.E.
P.E.858705
TABLE 3:
Window Design Pressure(+/•,pal)for Glass Type 2
Long SI (in)
61.7/8 72 76 80 84 86 92 100 104 109.1/2 112 116 120 124 128 132 136 140 144
30 +}007-150 +1001-150 +109-149.5+100/-}47.7+1001-146.1+109-144.7+/09-14 + .Il -141.2+1001.140.2 +1001.139 +100/438.6+1901-137.8+1001•}37.1+100/-136.5+1001-135.9+1001•}35.4+1001-134.9+1001-134.4+1001-133.9
+ION-147 2+1001-144.6+709-142.5+1001-140.8 +1001-139 +1619-137.5+1001-138.2 + +1001-133.9_;Ti001.133 +1001.131.7+1001.731.3+100/-}30.5*1001-729.8+1001-129.2+100!•128.6 +7001-128 +109-127.5 +tOd-127 +5011-126.5
34 +1001-141.3+1001-738.6+109-136.4+100!•134.5+1ODI-132.7+1001-131.2+1001-}29.9+}001-128.7+}001-}27.6+}001-126.8+1001-125.3+100!424.8+1001-124.7+1001-123.4+1061-122.7+1001-122.1+7001-12}.5 +100ht2! +7001-120.5 +7001-120
36 +1001.136.1+7001-133.3 +}007-131 +1001-129 +1001-127.3+7001-125.7+IDN-124.3+1001-123.1 +1001-122 +1001.120.9+1001•}19.7+7001-119.1+010/-158.4+1001.117.6 +10DI-117 +7006176.4 1100!•115.8+100/.115.3+7001-114,8+100(-174.2 PRODUCT REVISED
+100-131.6+}901-128.7+1001-126.3+1001-124.2+1001-122.4+1001-120.8+100/-179.4 1006}17 +}001.1}5.9+1001.1}4.8+100/.1}4.1+100/413.3+10N•1L2.6+1001-111.9+100/-111.3+1001-110.7+}ON-1t0.t+1001-}08.0+100/-}07.4 w complylns with IN kl01fQF
40 +7001-127.6+1 Wf-124.6+ION-122.7 +1001-120 +190/-178.7+1001-110.5 +toot-74 + -1 -112.5+1011-111.4+1001.110.1+1001-109.6+100t40aa+709.707.7+tON-105.5+1001•/03.4 +7081-102 +100/-100.8 +/-99.4 +1-98 -I ing tbda
+1001-124.} +1001-121 0001AI8.4+1001.110.2+7DDl•114.3+100/-112.6+1001-111.}+1001-109.71-1001-108.5+10N•}tl7.4+1001.108.}+100-105.5+1001-103.6+1001-f 00.9 +/.98,7 +/.98.6 +/-94.9 +1.93.2 +/-91.8 +1-90 Acceptance No
44 +1001-121 +1001-i77.8+100/-715.2+1001-112.9+1110/-110.9+7001409.1+1001-107.6+1001-106.1+109-167.9+100/-103.8+1011402.4+1001.101.8 +1.99.2 +t-86.1 +1.93.& +190.9 +7$8.7 +1.865 +1-84.6 +1763 8 Smtlon Dato�
46 +109.11$4 +1001-115 +1001-1}2,2+109-109.8«1001.707.8 «1001-108 +109-104.3«700/-102.9+109.101.8+1001.100.5 +1-99.1 +/-08.5 +696 +/92.5 +/•69.1 +1$6.3 +1.83.7 +1$1.6 +l-80.2 +/-78.6
BY
48 +/001-!16 +1001-112.5+ION-109.8+7�-107.1 +}09-705 +1001-103.7+109-101.5 +1-100 +I-96.7 +/-97.5 +1.96.1 +1-95.5 +1-94 +1$9.8 +t• .2 +1$3 +t-80.8 +t-79 rt717.1 tt-75 M"r;m ade. 0cC
50 +100/-114 +1001-110.3+1001.107.3+109-104.7+1001-102.5+109.00.6 +/98.9 +197.4 +I-W +/-94,8 +1-93.3 +/•92.7 +191.8 +1-88.7 +1.84 +/-81.6 +/-79.1 +1-76.7 +1-74.7
g +t-93.6 +152.3 +/-gQ,B -+/9612 +1$9.2 +i-68.4 +1.83.8 +1$0.6 +678.2 +1-75.6
52 +}ON-712.2+109-108.4+109-105.2+100/-102.6+1+.100.3 +1-98.3 +1.98.5 +t-94.9 a
w 54 +109-110.7+100/-106.7+}09403.4+1Q01-100.8 tl-98.2 +/-96.2 +/-94.4 +l-92.8 +/-91.3 +/-90 *!$8.5 +/$7.8 +1.86.9 +l$8 +/-84.1 +1$0.8 +677.8 NO CHANGE THIS SHEET
56 +i001-109.4+1001-7052+f001441.g +t-98.9 +1-96A +1-94.3 +1-92.4 +1-90.8 +1$9.3 +I.88 +1-88.4 +/-85.7 +1$4.7 +1-83.9 +1.83 +1$1.2 m
58 +709-108A+I09-103.9+1Od-100.4 +1.97.4 +/-94.8 +1-82.0 +/•90.6 +/-88.9 0-87A 486.1 +1-84.4 +l-83.8 +/92.8 +1$1.8 +/$1
12
00 +}09-107.5+100/-102.9 +699.1 1 +1-96 +153.3 +1-91 789 +1-87.3 +145.7 +1$4.3 +1$2.6 +t$2 +1.80.9 +/•80 i
0
22 +109-106.9 +100/-102 +198.1 +154.8 *192 +1-69,8 +/$7.8 +/$5.8 +!$4.2 +1$2.7 +1.81 +l-80.3 +/-79.2
64 +1001-106.4+1001-101.3 +1-97.2 tt93.8 +l-909 +/$8.4 +1-6.3 +1$4.4 +/$2.7 +1$1.3 +179.5 +1.78.8 K
66 +7001-108.1 r701/-100.7 +158.A +/-92.8 +1-88.8 +1•67.3 +/-85.1 +/•83.1 +/-81.4 +/-79.9
87718 +709-108.1+1001-100.3 +1-95.8 +1-92.1 +1-59 +1$8.3 +1-84 +!$2 +7.80.3 +178.7 Y Q
NOTES:
a nes
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE 11P-TOJIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Ix 0
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N t-
a1oQ a N
o M
U) t4
01o Z 0
B- I0 W W (l uMo,,p
TABLE DIMENSIONS MAY HE U U X co a
ORIENTED VERTICALLY OR tW z O� Z)
HORIZONTALLY AS SHOWN. 111 a j cj Z
ED O ama
LONGryr Z d Z ch O 01
SIDE F
-� 'I-�-- LONG SIDE - / g co co
O
-114*TEMPERED GLASS SNORTS, ? LL) taay5
SIDE (!) F
4 SHORT
11 _� '-I SIDE 0 W Z
USED ATCURVED a tk
Z
FRAME MEMBERS ONLY 29 618' p z
@ 11-778'O .C.MAX. GLASS BITE --7-
1-3 +-- LONG SIDE W w w
5
T- X a
u- o
EXTERIOR SHORT LONG, aj1+j �saQ sagas
1
GJ SIDE �. SIDE
GLASS TYPE 2 \���qtv 1LYNN�tf
X No.58705 k
SS HORDET
ZTE10
`�O� S 1,
t I
A.PC ORtOP
LYNNtMILLER,P.E.
P.E.g 68705
TABLE 4:
Window Design Pressure(+/-,psQ for Blass Type 3
Long Slde On
87.7/8 1 72 78 80 84 88 1 92 96 100 104109.112 112 it6 120 124 128 132 136 140 144
30 +1001-150 +100/-150 +1001-149.5+1001A,17.7+1001-148,1+1001-144,7+1001-143,4+1001-142.2+1001-141.2+100/-140.2 +1001.139 +1001.138.6+100/-137.8+1001-137.1+1001.138.6+100/•735.9+1001.135.4+1001-134.8+1001.134.4+100!•133.9
32 +1001.147.2+1001.144,8 7101-1-02,5+103f44Q6 +1001-139 +IOW-137.6+100'436.2 +10-135 +100+433,9 +1001-133 +1001-031.7+1001-131.3+1001-130.5+1001-129.8+100+429.2+1001.128.6 +100!•1128 +1001-127.5 +1001127 +1001-126,5
34 NOW-141.3+10.138,6+1001-iWA+1001-134.5+tOM-132.7+10OVA31.2+1001-129.9+1001-128.7+1001-127.8+100/-126.8+1001.125.3+1001.124.8+1001-124.1+1001-123,4+1001-122.7+100/122.1+100/-121.5 +tow-121 +100/-120.5 7100/-120 -
36 7100.1361+10M-133,3 +IW-131 +1001-129 +1001-127,3+100%125.7+1001-124.3+1001-123,1 +1001422 +100/420.9+1001-119.7+1001419.1 0/00%11&4+1001-117.6 +1001-117 +100/-116.4+100/415.8+IOW-115.3+1001-114.0+1001-1`14.2 PRODUCSRBV&ED
38 +1001-131.6+10W-126.7 NOW-128.3+1001.124,2 1OO/-122.4 0/001120.8+1001-119.4+1001-110.1 +1001-117 +100/-115.9+100/-114.6+1001.114.1+100/-113.3+lOM-712,6+1oW111.9+100/-111.3+1001.110.7+1001.110.1+100/•109.6+1001409.11 complyinswMtha Flarlb
40 +1001.127,6+1001-124,6+100/-122.1 +1001-120 +1001-118.1+1001-116.5 +iOOt-115 +1001-113,7+1001-112.5+160/-111.4+1001-110.1+IOW-109.6+IOM-10&8 tow-108 +1001-107.3+1001-108.7+fOM.iG$.1+1001-105,5 +1001-105 +100/404.5 Building Coda t "O�j
42 +1001.124.1 +10.721 +10014164+100'-1162+1001-114.3+1001-112.6+1001-111.1+100/-109.7+1001-108.5+1001.107.4+1001-106.1+1001105.5+1001-104.7+1001.103.9+7OW103.2+1001-1025+1001-101.9+1001701.4+1001.100.6+1001.100. Accepimcc NX�* ;44 +1001-121 +1001-117,8+16.115.2+1001-112.9-1001-110.9+1001-109,1+1001-107.5+1001-106.1+100/-104.9+100%103-8+100/-102.4+1001-1018 +1001-101 +IOM-100.2 +1-99.5 +1-95.8 +/• Ex imtion Da1�
98.2 +197.6 +1.97.1 +1.98.5
48 +1001-118.4 +7061-715 +1001.112,2+1001.109.8+7001-107,8 0/001-100 +1001-104.3+1001.102,9+1001.101.8+1001-100.5 +/-99.1 +/-98,5 +1.97,8F-1-83.9
+/-96,1 +l-95.4 +194.6 71.94.2 +/•93.0 +/-93.1 By
46 +1001-116 +1001.112,5 NOW409.6+1001-107.1 +tow-105 +1001-103.11+100/-101.5 +l-100 +1-98.7 +1-97.5 +1961 +1-965 +/-94.6 +/93 +/-92.3 +l-91.7 +1.91.1 +1.90.5 +1.99.9 01101111 adc
50 +1001.114 +1001-110.3+10.107.3+1001.104.7+1001-102.5+1001-100.6 +/-98.9 +/97,4 +/-98 +/•94.0 +1-93,3 +1-92.7 +1-91.8 +1-90.2 +1-69.5 +/86.8 +1.88.2 +1.87.7
'g 52 +1001.112.2+1061.168.4+1001-105.2+1001-102,6+10.100,3 +1-96,3 +696.5 +/-94.9 +/-93.8 +/-92.3 +1-90,8 +1.90.2 +1-89.2 +1-57.8 +1-88.9 +/$6.2 +1$5.6 Q '-
64 +1001-170.7+100/-108.7+1001.103,4 01001.100.8 +198,2 +1.96.2 +/-94.4 +/92.6 +1-91.3 +/-90 +/88.5 +1-87.8 +/88,9 +1-85,2 +1.84.5 +4835 p NO CHANGE THIS SHEET
56 +1001109.4+1006105.2+1001-101.8 441ul9 +1-96.4 +1.94.3 +/-92.4 7/-90.8 +1-89.3 +/89 MA6.4 +1.85,7 +1-81.7 +/-83 +182.3
56 +IOM•108.4+1001.103,9 NOW-100,4 +/-97.4 +/-94.8 +/-928 +1-906 +1869 +187,4 7/-86.1 +1�{.4 +183,8 +1828 +1.8160 +1001.107.5+1001.102.9 +l-99.1 +/.96 +!•93.3 +/-91 +1-89 +/87,3 +18.5.7 +184,3 +1$2.8 +1-82 +180.9
62 +4001106.9 +100+-102 +1.98.1 +1-94.8 +192 +/-89.0 +687,6 +185,8 +t-84.2 +182,7 +1.81 +1.80,3 +1-79.2 u
64 +1001.106.4+100!•101.3 +197,2 +/-93.8 +/-90.9 +1.88.4 +186.3 +!•84.4 +182.7 +/81.3 +/-79.5 +/-70.6
66 +1001-706.1+tO01.7003 +/-95.4 +1.92.8 +1.89.8 +1.87.3 +1.85.1 +683.1 +181,4 7/-79.9EFE
87-718 +1001.106.1+1001-100,3 +1.95.8 +1921 +189 +/88.3 +/-84 +182 +180.3 +1.78,7 M X Q
NOTES: j a -nay
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS.SUBTRACT V FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N ^ 0100 O a
O N of m
-1
JO--1 cn o Z
Z LL u9 LL to .� 2
13116"NOM. .�__....it��..___.��,,..�� TABLE DIMENSIONS MAY BE 50 x� p uM
GLASS STACK ORIENTED VERTICALLY OR I F Z m Q
NORIZONTALLYASSHOWN. o W � O axo
X
LONG a O O Z
to O rn
3116"TEMPERED GLASS�,-� I�-- LONG SIDE /, SIj
DE Z a Z v Q J LL
LL
7116"AIR SPACE--, 3/16"TEMPERED GLASS 'T- f/� .-11 Q F.
12 SHORT W 70045
5 SIDE bVi Z Of
11 SHORT
USED M ERSONLD SIDE O W Z
FRAME MEMBERS ONLY 29 SS atoaS
11-718"O.C.MAX. GLASS BITE
o Z a o
EXTERIOR j (�- LONG SIDE --+•� w ❑ (0
LU
a 22 21 13 T_ O x Lu d
SHORT NGLOLL
GLASS TYPE 3 SIDE �f SIDE 011!1 '��ao seuaS
1~777
`l\ O.. LYNN yj4(/,r/
'Y No.59705 * '
SHORT _
SIDE -
CC
STATE F
//,;0NAGtill I
A.LYNN MILLER,P.E.
P.E.p 58705
i
2X WOOD BUCKSTRIP
EDGE
�..,_ OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT
INSTALLATION EMBEDMENT {
--� iX WOOD BUCKSTRIP,
TYPE A
{.._._ 1l4+kgA}r SEE N07£2.THIS SHEET
EMBEDMENTI SHIM
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATEPRODUCT REVISED
,
-- EDGE SEE TABLE 5,THIS SHEET DISTANCE as complyingwNhih0Fltttddf
Building Code t "� $
DISTANCE Acscptanse No
n 114'MAX ° G, iralion Date
�J SHIM S Dy
q TYP.ANCHOR TYPE, Mkvm ade Pmducl I
EMBEDMENT AND EDGE �•,,,�_
DISTANCE PER SUBSTRATE,
N SEE TABLE 6,THIS SHEET 11 % NO CHANGE THIS SHEET
USED AT CURVED EXTERIOR m
29 FRAME MEMBERS ONLY12
@ 11-7/8'D.C.MAX. - q '
CONCRETE(CMU •
PER ANCHOR VISIBLE LIGHT WIDTH-
REQUIREMENT WINDOW BUCK WIDTH-2.314'
WINDOWWINDOW BUCK WIDTH CONCRETEICMU - Cl) Y Q
BUCK EXTERIOR --- TIP-TO-TIP WINDOW WIDTH PER ANCHOR w a US nag
HEIGHT G] REQUIREMENT r
v4•MAX.SHIM HORIZONTAL SECTION A-A n°, �' w
TIP-TO-TIP O N N a'a0 O N
HEIGHWINDOT VISIBLE #12 STEEL O- r) o Z 8
SELF-DRILLING S EELT�\ O LL {�1 p
LIGHT Z LL
CD
.� MO10
(G5),SEE TABLE S. Lj UJ
HE GHT THIS SHEET U 7C t!) 0 p
BUCK ,1 TABLE 5: F-Z m O Y (D O10 ma
HEIGHT- Anchor Substrate Min,Edgy Min.Embedment Max O.C. oh O O z
2.3/4• INSTALLAT ON Distance spacing o rn p rn
METHODP.T.Southern Fine(so=a.s) z n z FQLL
-
INSTALLATION ANCH Aluminum,8003• mm. 3!B" O.p63'' 12 _l O
#12 or#14 410 SS Screw to
UNDERNEATH THE ee 12" J
BEADING EXTERIOR -Steel Slud,Or.33 min, SIB' 0.045. 18 Ge 12' O
P-T- , to F 1aaYS
'�nJ #12 or#14 Steel Screw 5) Aluminum,8003-T5 min. 3/8' .083'• 12' �+ Z
1 MiAMI•DAOE APPROVED MULLION 3/8" 0.063'• _12-
(SEE
2"(SEE SEPERATE NOA),ALUMINUM, Steel Stud,Or.33 min. 3/8' 0.045 18 Ga 12" p Fa., Z
8 STEEL FRAMING OR STEEL STUD. U route Q O Cl) goag
SEE SUBSTRATE PROPERTIES, 114"410 SS GmteF x Concrete(min.3:35 kei �, Z z
TABLE S,THIS SHEET O W
etre a{mtn.2.85 kat) 1' t•3!4' 12" 3 N
S 114"MAX SHIM Concrete(mtn,2.85 kal) 2-112• t-3/8' 12' 0 Z
114'Slael Ullmeon Ungrouted CMU,ASTM C.90) 2-112' 1.1/4' 12" U X
Grouted CMU ASTM C-90 2.1/r 1-374' 12' LL LL
1X WOOD BUCKSTRIP, ""S. test Uiimcon Concrete(min.3.5 kal) 1-114" 1-314' 12" ae!1 .os30 sauag
SEE NOTE 2,THIS SHEET Grouted CMU ASTM C-90 2-t!Y 1.3/d' 12"
'MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.
CONCRETE PER *\`\ 1oNY tLY
EMBEDMENT
. ANCHOR INSTALLATION NOTES: ,,CENS,c
4 REQUIREMENT
1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �y)'r No.98705 '
I • ° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS 1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE V
INSTALLATION h EDGE TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1.112*THICK OR GREATER.
DfSTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
TYPE B SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION. :Q,C t., F TE .Sw`
VERTICAL SECTION B-B ;F`S, •.,LORIOP.'G\
3,FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. S10NAI_
r 1/!11111111\
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.EJt 58705
EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
DISTANCE _.,.I r---NOTEOR 2, HIS SEE TYPE G TYPE F
--� / NOTE 2,THIS SHEET EMBEDMENT
_ SX WOOD BUCKSTRIP,
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION �.r �� I} (� sta•MAx •a
TYPE EMBEDMENT L— —� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, EDGE PRODUCTREVISED
EDGE B SEE TABLE 8,THIS SHEET DISTANCE v complying with tiro Florlds
DISTANCE Duitding Code
i
�1/4'MAX AcxtpianccNot
2 •Ira Date
2 SHIM ., ..
By
q < Miami cProduct
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE 11
11 DISTANCE PER SUBSTRATE, ¢
SEE TABLE 6,THIS SHEET EXTERIOR NO CHANGE THIS SHEET
USED AT CURVEO 12
EXTERIOR 2fl FRAME MEMBERS ONLY
@ 11-718.O.C.MAX. CONCRETEICMU ( VISIBLE LIGHT WIDTH= I 5
PER ANCHOR WINDOW BUCK WIDTH-2-31a•
REQUIREMENT I WINDOW BUCK WIDTH a
WINDOW CONCREMCMU y Q
BUCK PER ANCHOR a to 778
HEIGHTHORIZONTAL SECTION C-C REQUIREMENT
114'MAX.SHIM }�— IY 7, O
��
#12 STEEL U)
N h °1OQ
SELF-DRILLING SMS
VISIBLE (GSj,SEE TABLE 6, It C-4
O w
LIGHT THIS SHEET ti J M80 Ca
\\\ U DJ
HEIGHT=
TABLE 6: _ _Uj WWINDOW 4mzAnchor Substrate Min.Edge Min.Embodment Max O.C. Do X to � 0
BUCK
Dista. Spacing LU Z O a Z) 'ON
P.T.Southam Ptno G=0.55y &18' 1318' 12` ~ m G (7 DMO
HEIGHT- Aluminum,6083-T5 min. 3l 0.063' 12" o O O
2.3/4^ INSTALLATION #tz or 014 atg ss strew o O
TYPE H A38 steer 318' 0.063 • tx r z i Z ..
Steel Stud Gr.33 min. 3/8' 0.045' 16 Ga' LL
12' F— ZO
EXTERIOR P.T.Southern Pine(s0=0.55) 9116" 1-318" 12' ip
Aluminum,606345 In. ale' 0.063' t2"
t--I
1112 or#14 Steel Screw(G5) A36 Steel 3/e• 0.08W 0 12' m t F-
-Steel ,J Iaa4S
�• Stud,Gr.33 min. 318` 0.045' 16 Ga 12' 81 Z Q
MIAMI•DADE APPROVED MULLION Ungroutad CMU,(ASTM G90) 2-1/2' 1-1/4• 12' '
1/4'410 SS CrateFiax In
Z Z
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kei) 1" 1-314' 12'
STEEL FRAMING OR STEEL STUD.
6 concrete(min.285 kap 1' 13l4' 1Y O
SEE SUBSTRATE PROPERTIES, cc mem
2.85 ksi) 2.117 13/8" 12` tai Z W el°Dg
TABLE B,THI5 SHEET 1l4'Steel Ultracon UngrouIcd CMU,(ASTM G90 2-"z" 1-1l4' 12' O N
5 �1/4'MAX SHIM Grouted CMU ASTM CG90 2-112' 1314' I2'
Concrete(min.3.5 ksi) 1-114' 1314' 12` W
5/10"steel Ultmcon Grouted CMU,ASTM 0-90 2-1/2' 13/4' 1 12" O X (7 d
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. t>_ W
alpy •DsaO sauag
tX WOOD BllGKSTRtP,
SEE NOTE 2,THIS SHEET
LYNN Asi��`�,
CONCRETE PER r
EMBEDMENT ANCHOR INSTALLATION NOTES:
Yom',. LICENSE ',.'P
• REQUIREMENT N0.58705 .•*/�_
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS,
INSTALLATION EDGE ° ^ 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-tY2".IX WOOD BUCKS ARE
TYPE F DISTANCE •TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS'2X'ARE 1-t/2'THICK OR GREATER. ? �.o'(S; W
AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING o STSS :•�,w
SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION.
-D
VERTICAL SECTION D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
St ��
1j111111111t�t
4.1E APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NCA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#68705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT ORFRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET
TYPE J TYPE K
SEE TABLE 7,THIS SHEET
EDGE
EDGE
DISTANCE 1/4 MAX
INSTALLATION DISTANCE SHIM EDGE DISTANCE
TYPE I a a PRODUCTREVISED
2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP
OR FRAMING,SEE OR FRAMING,SEE �''dmp0lyt(n�vithRx+Florida
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acceptoace No�5'07�'�'?
114•MAX TYP.ANCHOR TYPE,EMBEDMENTAND Bx Mellon Date 19
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
4 6 SEE TABLE 7,THIS SHEET Minmt a Product
EMBEDMENT
EMBEDMENT NO CHANGE THIS SHEET
11 L 3 m
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY �
®„-7/B'D.C.MAX.
k
EXTERIOR
4 12 r) Y Q
WINDOW a '�aa
BUCK I VISIBLE LIGHT WIDTH= _ I 6 0
HEIGHT WINDOW BUCK WIDTH-2-3/4' � O
1!4'MAX.SHIM WINDOW BUCK WIDTH N h ala0 0 0
OJ X T W K
VISIBLE INSTALLATION HORIZONTAL SECTION E-E z, N-1 C „Mo n
HEIGHT=LGHT TYPE L U U X p
WINDOW W Z O 5 -0N
BUCK #10 STEEL
HEIGHT- SELF-DRILLING SMS TABLE 7: t. Q O g Z
(G5),SEE TABLE 7, Mtn.Edge Max.O.C. Z a Z O
2-3/4' Anchor Substrata ♦= LL
THIS SHEET Olalence Spacing
2-112'x.113'Box a P.T.Southern Pine(SG=0.55) 5/16' 5• n
2-1/2'x.131-Common Nall P.T.Southern Pine(SG= 5 0' Q
2-1/2'x.145'Roofi Nail P.T.Southam Pine SG=0.55 3/0' 6' $ fp raays
P.T.Southern Pine(SG=0.65) 1/2" 5' ® z ZO lD
0.093'Aluminum,0003-T5 min. 5170' S' l--
21 #10 x 1'Steel Screw* �+ g Z
,/10'A3B Steel 5/,S' 5' O g
g 2X WOOD BUCKSTRIP EXTERIOR 0.045' 18 Ge Steel Slud,Gf.33 5l16' 5' Q 17 J aroas
OR FRAMING,SEE ,y Z Q
NOTE 2,THIS SHEET 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O H N
5
�1/4'MAX SHIMMIAMI-DADE APPROVED MULLION w p z
O
( SEE SEPERATE NOA),ALUMINUM, X Z (L
STEEL FRAMING OR STEEL STUD. LL LL
SEE SUBSTRATE PROPERTIES, sill! asaa saua5
INSTALLATION
TABLE 7.THIS SHEET
TYPE J EDGE DISTANCE \\ o�y LYNN
��..••o(,ENse '•.FSP
INSTALLATION NOTES: �;•
TYP.ANCHOR TYPE,EMBEDMENT�— /-EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.68705
AND EDGE DISTANCE PER -
SUBSTRATE,SEE TABLE 7,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS AREts
p'=
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1l2'THICK OR GREATER. 'U•� j O IIS ((!
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TEOF W
VERTICAL SECTION F-F JURISDICTION. 'OC� '• (ORO •',(j
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ' ONh'
7rr/1A\-1\
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
PAR 68705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE EMBEDMENT
�— DISTANCE NOTE 2,THIS SHEET INSTALLATION
INSTALLATION TYPEM _ I FOR THIS INSTALLATION TYPE N "
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION 1f4"MAX ANCHORS MAY BE NO
METHOD ONLY, - � � SHIM �MORE THAN 6'O.C.
EMBEDMENT
'ANCHORS MAYBE NO (nI�I 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
MORE THAN W O.C. ns V 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET complying with gig Florida
OR FRAMING,SEE < Ituilding Code r�
Acceptance No��"�7i�•Z,y�
NOTE 2,THIS SHEET Ea imtion Data �x-{
�1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
9 SHIM EDGE DISTANCE PER SUBSTRATE, By
4 TYP.ANCHOR TYPE,
6 SEE TABLE 8,THIS SHEET Miomi ode Product
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, 1 NO CHANGE THIS SHEET
11 SEE TABLE 8,THIS SHEET 3
EDGE m
USEDATCURVEO DISTANCE O - EDGE
EXTERIOR 29 FRAME MEMBERS ONLY
@11416'O.C.MAX. 11 DISTANCE
1CRETEICMU -
PERANCHOR 12 CONCRETE/CMU ce' Y Q
REQUIREMENT 4 PER ANCHOR LU
BUCKWINDOVISIBLE LIGHT WIDTH= 5 REQUIREMENT 2 a O
114"MAX.SHIM �- WINDOW BUCK WIDTH-2314' 0
HEIGHT WINDOW BUCK WIDTH EXTERIOR N n alo0 N
15 OA � (0
VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G z �LL � -1 as
HEIGHT GHT= FOR THIS INSTALLATION W U LLj
0 2 .eN
WINDOW METHOD ONLY, TABLE 8: I-ItZ� m O 0 0mo
BUCK ANCHORS MAY BE NO Ate ' Substrate Min.Edge Min.Embedment Max.O.C. o> O Y v Z
HEIGHT- MORETHAN E"O.C. Distance S ch Z 06 Z °� O
2.3/4" P.T.Southern Plna SG=0.55 8116' 1-3/8" 6" FQ rL
#12 Of#14 410 SS Screw Aluminum 6063-T5 min. 316" 0.063'• 8' J O
#12 STEEL A36 Steel 3!8' 0.063" 6" ,J Go
SELF-DRILLING SMS Steel Stud Gr.33 min. 318' 0.045' 18 Ga
(G5),SEE TABLE 10, P.T.Soul In Pine SG=0.55 9116' 1-318' 6' y raays
THIS SHEET Aluminum,6063-T5 min. 318' 0.083'• 6' ® Z Z
#12 or#14 Steel Screw(GS) O
A36 Steel 318' 0.083" 8'
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Or.33 min. 318' 0.045'18 Get' 6' Z
6 EMBEDMENT AND EDGE Ungreuletl CMU,(ASTM G90 2-1/Y 1-1/4' 1Y ❑ alo,S
DISTANCE PER SUBSTRATE, 114'410 SS Crete Flex < _Z
Concrete(min.3.35 ksl) 1' 1314" 1Y IQ- o.
SEE TABLE 8,THIS SHEET Concrete min.2.65 kai 1' 13/4' 12, W N
5 tl4"MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.2.85 kat 2-112' 1-3IB' 1Y ❑ Z N
(SEE SEPERATE NOA),ALUMINUM, 114'Steel lAlrecon w W
�1 U routed CMU,(ASTM G90 2.112" 1-1f4' 1Y D
STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM G90 2-1/Y 1314' 12" LL LL, O•
SEE SUBSTRATE PROPERTIES, Concrete min.3.5 kel 1-114' 4314' 12' a101 �sa0 sauas
TABLE B,THIS SHEET 5-318"Steel Ultracon Grouted CMU ASTM G90 2.11Y 1-314' 1Y
INSTALLATION IX WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. \W11 11 1 1111//
TYPE N SEE NOTE 2,THIS SHEET
• INSTALLATION NOTES:
EMBEDMENT ,
a• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. N0.58705
4 _
• - - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".lX WOOD BUCKS ARE - �• * LY-
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-112"THICK OR GREATER. -•"U .Z-O�+S•,:�/`
-I• EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING STATE O
�I DISTANCE JURISDICTION. 'C -IORIOP•'•
(CSS• ....... �C\`\
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.1168705 j
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EDUAL-LEG FRAMES FOR FIN FRAMES
PRODUCT REVISED
as comPlyinB with the Flodda
Building C°de 15-0528.27
Acceplance No
ANGLEDICURVED ANGLED/CURVED E imu°n Dato �q
FRAME ASSEMBLY FRAMEASSEMBLY IIy
90"CORNER 90"CORNER Miarn Dade Product
FRAME ASSEMBLY FRAME ASSEMBLY
I
;AND
m iNO CHANGE THIS SHEET
10I i10 i mIALL CORNERS TO IALL CORNERS TO I USE GASKETUSE GASKET / ANDIOR SEALANT
AND/OR SEALANTI� IEOUAL-LEG FRAME � 1 �IOfFLANGE FRAME O NJt n EQUAL-LEG FRAMEFRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR C9 NN ofC-4
1MlRIOR FRAME WELDS I AND EXTERIOR FRAME WELDS 0 U)
FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT 0 J N J c:' Z kl 2
30 SCREW BOSSES.SEALANT AT ALL CORNERS d Flt JIL SCREW BOSSES.SEALANT AT ALL CORNERS Z LL �LL co W uma0
U V X 0 o m_
W 5
Z 0 M 0D N '�N
W m O _ C7 W SMG
n> p0 z z
2.784" 2.784" 2.784" Z I1 Z O 61
.094" —�I Ir� .094" ---41 � .094° —►!Fw� � 0 O
TABLE 9: .074' 062^ .074° 062' .074" 062" � O
Item 1.375'k 1.375"k W fn
PGT Description Material T ® $ rao
� P 1.875° 500' .438' � 500' 438 1 � � � rA
1 4253C Flanged Frame Alum.608375 1,p00^ r
9 } 1I--
.500" r .050"ao.00a .050.m"ac ��1� .050..0— M 0 U) Z
2 4285 EquablegFrame Alum.608375 1.125. ¢ z � al°=s
3 4256 Integral Fin Frame Alum.6063-15 O FLANGE FRAME O EQUAL-LEG FRAME 077 a
4 4255 7118'Leml.Glass Beading Alum.8063-T5 #4253C,6063-T5 2 #4285,6063-T5 W �
5 4254 I.G.Glass Beading Alum.6063-T5 3 FIN FRAME O X O d
Be 4270 Installation Fastener Cover Alum.6063-T5 O #4256,6063-T5 Li m
6b 4224 Installalion Fastener Cover Rigid PVC aNll �SaO sag as
10 70589C Gasket(at 90"comer Joints) Polyethylene 1.206• r— �--� �— •346 vv Zi
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 —�{ 1.037" {�-- `\\�v�O`A^(LYNN�,j/���i� /
13
Dow 899,GE 7700 Silicone or Equiv. .875• •875" aS;•'�FCENSF •.,'P
Q
20 71652K Selling Blook,Mono.3118"x 7/16"x 4' Neoprene,Duro.85+/-1 —►11- - .050' =- N..,,8705
21 71704AK Selling Block,I.G,3118"x 1-3137 x 4' Neoprene,Duro.85+/-1 �{� .050•
22 DURAK716 7118DureSeal Spacer 3/16"&1/4" I.G.GLASS INSTALLATION ;-13 S ��
Stainless Steel GLASS BEADING BEADING FASTENER COVER
29 #8 x 1-114'FH SMS %"A ST TE O• •w�
30 781PQX #8 x 1°Quad PH SMS Stainless Steel O #4258,6063-T5 O #4254,6063-T5 68 �
#4270,6063-T5
%SS/ONA\-
A.LYNN MILLER,P.E.
REA 58705