HomeMy WebLinkAboutProduct Approval VIVO
/ol
010
R,aOralDll
0
2
1 �
7 `
8 -
9
10
' u
`, 12
16
i8
19.
20
21
27,.
23
24
2�
5/1/2020 Florida Building Code Online
BCIS Home ( Login User Registration Hot Topic Submit Surcharge Stats&Facts Publications Contact Us 1; BCIS Site Map' Links j Search]
Florida
4 Product Approval
pt USER:Public User r
Product Approval Menu>Product or AgpJcatlon Search>Agolicatfon Llst>Appll on Detail
• FL# FL243-R22
Application Type Revision
Code Version 2017
Application Status Ap ved
*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 Industri
Address/Phone/Email 1070 nology Drive
o h Venice,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext 21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category LFixeDd
Subcategory
Compliance Method cation 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 01/27/2020
Date Validated 02/25/2020•
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pr app df.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNgLk9e6YkCXl%3d 1/3
5/1/2020 Florida Building Code Online
Date Approved 02/28/2020
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 R22 C CAC 17061413.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/11/2023
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 17061413.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
Information. 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 l Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R22 C CAC 17061415.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/11/2023
Design Pressure: N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 17061415.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
Information. Evaluation Reports
Created by Independent Third Party:
243.3 PW-220(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R22 C CAC 17061405.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/18/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 17061405.12-df
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.4 PW-5420(Non-Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R22 C CAC 19-1126.09b.pf1f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2025
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 19-1126.09b.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
Information. Evaluation Reports
Created by Independent Third Party:
243.5 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R22 C CAC 17061407.12d
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 17061407.Rdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.6 PW-5520(Large Missile Impact) Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R22 C CAC 19-1126.10b.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2025
Design Pressure: N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 19-1126.10b.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNgLk9e6YkCXl%3d 2/3
5/1/2020 Florida Building Code Online
243.7 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 R22 C CAC 17061406.pdd
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 FL243 R22 II 17061406.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
243.8 PW-7620A(Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R22 C CAC 18-0430.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 02/19/2024
Design Pressure: N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 18-0430.04.pd
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and ancho ize,and spacing Created by Independent Third Party:
Information., Evaluation Reports
Created by Independent Third Party:
243.9 PW-7720A(Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use In HV YC FL2AaZ:R2Z2::Q6Q 18-0430.05.pdf
Approved for use outside HVHZ:Yes Quality Assuranc c ration Date
Impact Resistant:Yes 02/19/2024
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL243 R22 II 18-0430.05.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO- R
anchorage details,and anchor type,size,and spacing d by Independent arty:
Information. Evaluation epo
Created by Independent Third Party:
Back Next
Contact Us::2601 Blair Stone Road,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 emalls
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:
;;;Credit;Sa,Care: ` '<
i fe-
https://www.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNgLkge6YkCXI*/`3d 3/3
M IAM aNUAM DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOIVHC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADAHNISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 a fails to meet the requirements of the applicable building code.
This product is appr ed as desc ' d herein, and has been designed to comply with the Florida Building
Code, including the gh ocity H ane Zone.
DESCRIPTION:
,C
"PW7720A" uminum Fixed Window—L.M.I.
APPROVAL DOC NT: Dra ' g No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, /12/13,with revision D dated 03/16/18,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 on date y e ade County Product Control
Section.
MISSILE IMPACT RATIN .Large and Small Missile Impact Resistant
LABELING: Each unit shall be ermanent label with the man er's name or logo, city, state,
model/series, and following statement: " arm- o uct 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#17-0614.11 and consists.of this page 1 and evidence a ges E-1,E-2,
E-3 and E-4 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 18-0430.05
MMMADE cOUtM Expiration Date: February 19,2024
Approval Date: August 23,2018
p�f3�J8 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixe i d Window Installation Guidelines", sheets I
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseale spacer system, Super Spacer®NXTrm 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.
(Submitted under NOA No. 16-0629.14)
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)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 NOA No. 13-0502-03)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively,all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
Manuel Pe .E.
Product Control 1*aipiner
NOA No.18W30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBYHTTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FB
C 5th
Edition(2014)and FBC 61h Edition(2017),dated 09/15/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosfol®Ultraclear, Clear and Color PVBGlass Interlayers"dated 01/19/17
,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and Wluite) Glass Interlayer"dated 06/25/15, expiring on
07/04/18.
3. 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 H 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.
Manuel Per .E.
Product Control E er
NOA No.1 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5t' Edition (2014) and FBC 61h Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 16-137211 issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez,RE
4. Proposal No. 16-0125 issued by the Product Control Section,dated 03/09/16, signed
by Ishaq Chanda,P.E.
5. Laboratory compliance'letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13,with revision D dated 03/16/18,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
r
Manuel er
Product Control Ex er
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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
7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact) . .
along with marked-up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763,dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 61h
Edition(2017),prepared by manufacturer,dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition(2017), dated April
20,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated April 20,2018,issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section,dated November 16,
2017, signed by Jorge Plasencia,P.E.,Product Con
trol Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11,issued to PGT Industries,.Inc. for their Series
"PW-701/720/820"Aluminum Fixed Window—L.M.I.,approved on 10/1 and
expiring on 02/19/19.
Manuel Per
roduct Control Exa i
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4.
1
GENERAL NOTES:SERIES PW7720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, LARGE 8 SMALL MISSILE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE SHEETS 2.5 IMPACT RESISTANCE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ). 49'TIP-TO-TIP WIDTH
2)SHUTTERSRA ENOT REQUIRED WHEN USED IN WIND-BORNE 48"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
DEBRIS REGIONS,
FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 4 "VISIBLE
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. IOHT WIDTH 4`x1/4"VISIBLE 45.1/4"VISIBLE
LIGHT WIDTH LIGHT WIDTH PRODUCT REVISED
as complying with the Florida
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY ---� 8-12"MAX. —+i 6"MAX. F,SHEET 8 2"MAC. Building Code
MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS 8,SHE 8 D,SH 7 H SHEET 9 Acceptw,,e l8.04�
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 '— EnpiratianDwc
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
ANCHOR TYPE. By
Miomi a Product
4)ALL WOOD BUCKS LESS THAN 1-12'THICKARE TO BE CONSIDERED A I g� C I C E,SHEET 8 I G
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS S ET 6 A SHEET 7 ' G,SHEET 9 JR-03/16/18-UPDATED
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X BUCK I 96"
ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS EN USED SHALL I EIGHT i BUCK -_-_-_-_ VALUES AND SIZES FOR
HEIGHT s GLASS TYPES 6-8.
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, r 9 1/ C 93.1/4' 'y SERIES NAME CHANGE TO
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER•(EOR)OR ARCHITECT OF RECORD,(AOR). 1 MAX. / VI B 12"MAX• / ' / VISIBLE 7720A FROM 720.
93-114" LIGHT
C. L O.C. VISIBLE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL It
/ HEIG I LIGHT 1 / HEIGHT t
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. I / 97" I / HEIGHT I / 96" W /"1 Y p
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO i i BUCK LU a V) •nay
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP 5"MAX. HEIGHT
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT i O.C. i p N d
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE o
SCOPE OF THESE INSTRUCTIONS. I 1 1 ' c� BW Of CNI
I�
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 J o n Z ,cg
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS I 0-
j J uMo,O
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY B_� �— 12"MAC C. 6" y D_� �- 12"MAX.O.C. F.H I I =lL R a 0
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 0.72.MAX. MAX. 2"MAX• y'll It U U d O
IMPOSED ON THEM BY THE WINDOW. 5'MAX.O.C. W Z •oN
7)DESIGN PRESSURES: TYP.FLANGED FRAM TYP.EQUAL-LEG FRAME TYP.FIN FRAME n j Z ZO 9mao
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALlCYCLE TEST ELEVATION ELEVATION _ ELEVATION
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300. ¢FQ 0
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, J
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE I: ¢ J
PER ASTM E1300. GUIDE TO SHEETS; 1T O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK F W
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. iii N°N' Z N I, 1aag5
GENERAL NOTES........................1 /' J ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ®
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 ` \ MEMBERS,SEE FIGURE 1,THIS SHEET. ?r+ F F
RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 / O O Z
PRESSURE.THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................25 12"O.C. / �_WIDTH I••—WIDTH-� F—WIDTH—^I I•—WIDTH+{ o Z 37°115
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. T r__ , T , -i-1— -T T r 1 Z J Q
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEO.......7 H N
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A...........8 x p Z
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN 8...........9 / w d '� w X W
FOR CORROSION RESISTANCE CORNER ASSEMBLY...................10
EXTRUSION PROFILES................10 6" =11 I _1( _ _ LL C7 d
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212 818-7763;ELCO PARTS LIST...................................10 MAX' 1.. 1 L J L_ _J 11111 •asap saua5
ULTRACON NOA;ELCO CRETEFLEX NO&ANSIAF&PA NDS WIDTH—'{ I--WIDTH�I F--WIDTH-�{ WIDTH+{ �At
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1: ~— — ID (- -I 1- 1 `��� ONY LYAfiy
10)THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. TYPE Descd Ion Sheet T r � T � , T� � T �� �`t`.•ucENsF•'��!
CODES/STANDARDS USED: 1 7118' ml 18'An-.090'PVB-3116'HS 2 El >� w 01 M N0.56705
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION I 16`HS'•090"PVA-3116'HS 3 = x = _ 7*' �• 7t
�ASTME1300-09 3 1-1118•Leml.l0 16"T-7/78"Ar-3/18'An-.090'PVB-3f18•HS 2 � 1 1L_ _J �L J =-O CA
:ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1/16`Laml.IO 16'T-7/16'Alr-3116'HS-.090'PVB,-3116'HS 3 p , x :D:
5 7/t8`laml 18`An-.090'50-3118'An 4 {�--WIDTH -ri �- WIDTH•�{ WIDTH-�•{ I+-WIDTH-�•� vJ�
*ALUMINUM DESIGN MANUAL,ADM-2016 r___ r_ _ 1 �O�.• T TE F ((/;
�AISI 5100.12 8 7116 Leml 3116"HS-.090•SG-3'16'Hs 5 T r——— ——— T T T r--- , (� Ff ORIDP �2�
*AISC 360-10 g 1-1/16'LemL IG 3116'T-711 Air-331166''Hs-.0099m so-3116'Hs s _ 6� �v o ���'�S'ONAL E�G��
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"_"KURARAY SENTRYGLAS INTERLAYER"BY KURARAY AMERICA,INC. _ I p/ =( I I = ///t 1 I 1111 t A
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"='KURARAY TROSIFOL®PVB INTERLAYER"BY KURARAYAMERICA,INC. i 1 A LYNN MILLER,P.E.
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. P.E.0587115
a
TABLE 2:
Window Design Pressure(+!-,psf)for Glass Type 1 - ;� [§•
LWonwo SIOa,Ti b To On 7/16"LAMINATED ,
88-718 73 T7 81 65 89 93 97 101 105 it0.112 GLASS STACK
31 +-80 +680 +/-80 +1-80 +/-80 +/.80 +/-80 +/-60 +1-80 +1.80 +1-80
33 +/-� +1.80 +/-80 1 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 .09W PVB INTERLAYER
+ +/-80 +1.80 +/-80 +/-W +1.80 +!•80 +1-80 +1-8D +/•79.8 +/•79.4
+680 +1-80 +1.80 +/-80 +680 +1.60 +1-79.7 +1-77 +/.75.1 +/-73.4 +1-72.2 3116"H T STRENGTHENED GLASS
` }
39 +680 +1-80 +/•80 +!-BO +1-80 +/-78.1 +/-75.2 +1.72.5 +1-70.3 +/-88.5 +/-88.3 3lt6"ANNEALED GLASS
t'AO 4;CTRE,VISED
41 +/-80 +-80 +1.60 +/-79.8 +1.772 +/-74.3 +471.3 +/-67.8 +/-85.1 +683.4 -1-0.6 , 4 11 R yingwiththeFlorida
43 +1-80 +/-80 +/.80 +/-77.4 +1.74.3 +/-71.3 +1.68.2 +1-64.7 +681.8 +1.59.8 +/-58.2 Build code
9` +1.80 11-69 +/-78.9 +/-75 4 +1.72 +1. ,
F t .8 +/-858 .-BZ.2 +rS9.7 +1.57.5 A ltm+mNa 0.m
.9 47 +1-80 +/-80 +1.772 +1-73.6 +670.1 +t-N.8 +1.63.6 +/-60.3 +1-S7.7 518• 1� R %on Date b -
+1-80 M-79.3 +/-75.6 +/-77.9 +/-88.3 +1.84.9 +1-61.5 +/-58.2 GLASS BITE 1`- LONG SIDE '
a By
F 58 1-79. +677.6 +1.74.1 +/-70.3 +1-08.7 +/-63.1 +1-x.7 t Pmuctai
� +/-78.7 +1-75.8 +1-72.4 +/-68.8 +1.85.1 +1-81.5 ..
w +/•77.4 +/•73.8 1.70.5 +667.3 +1.63.5 HORT -"
55 EXTERIOR SIDE Iib C
+1-75.8 +672 +/-W.6 +/-85.3 HANGES THIS SHEET.
�
N 59 +1-74.2 +1.70.3 +/-+/ 20 13 t
+1.727 +1-88.7 +1$563 t
67 +r.71 t GLASS TYPE 1
+lS6.3 LONG SIDE --�•'
87 �-
8&778 DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN SHIRT LU
y� co 0
)TiP-TO•TI
7 €O DETERMINE THE WINDOW SIZE. Y a
2TAB
)FOR SIS-NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE a w c�1 "M
3}FOR ARC ECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS 0 er O
3)FOR ARA .-
FiTwtTNtN. O o
COMPlE7EL C!7 N $ a7o0
66!! LC N
TABLE DIMENSIONS MAY'BE -X
ORIENTED VERTICALLY OR O Ja p
TABLE 3: HORIZONTALLY AS SHOWN_ �0 � h� 4 uroa0
Window Design Pressure(+i-,psq for Glass Type 3 z of�- R A
Low06U_ d
Side 11 !011 n
66.718 73 1 77 81 85 89 93 97 101 105 1-1116"NOM.
110.1/2 'eN
31 +1.80 +1-80 +1-80 +/•BO +/-80 +1.80 +1-80 +1.80 +!•SD +/-80 +7�0 GLASS STACK n ' z r" O
7/16"LAMINATED .s-�
33 +1.80 +1.80 +1.80 +680 +/. +1-80 +1-80 +1.80 +/-80� +1.80 +1.80 �GL
ASS�STACK35 u-
+1-60
+/•80 +1-60 +!$0 +/-Bp +1.80 +/-60 +1.80 +1-80 +1.80 +/-80 +/-80 t�l O
+680 +/.so +/-80 +/ 4.61) +1-80 +1.80 +1,80 +1.60 +1 3116"TEMPERED GLASS STRENGTHENED GLASS }
37 +1-80 +1.80 +1.80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-79.4 +/-78.4 +1.74.3 3/76"ANNEALED GLASS ` 4 (d.. N
34 +1.80 +/.80 1/ +1.80 +/-80 41-80 +/-BO +/-76.7 +1-73.5 +/-70.9 +/-69 7118"AIR SPACE i H
41 .090"PVB SHORT N LII IaauS
S +1.60 +/-60 N-80 +(-g0 +1.80 +1.80 +1-77 +l-73.1 +1-89.8 +7-g8.9 +/-652 -'!
c 43 INTERLAYER SIDE i �i Z IY
n � +!•80 +1.80 +1.80 +/-80 +680 H-77.8 +1.74.1 +i-70.3 +1.876 +/-839 11 §�' 0 U?
F +/-80 +680 +/-60 +1-60 +l-79.2 +1-75.4 +1-71.7 +!768.1- +665,1 j �'S m F"
9 49 +680 N-80 11.80 +1-86 +677,2 +l-73.3 tl�i9.5 11.85.8 b p LU a z
Fr.3
+680 +i--80 +1.80 +1-79.4 +/-75.3 +/-71.3 +1-67.5 5/B^ aZ tY t 5
+/-80 +1.80 +680 +1.77.7 +/-73.6 +1-89.5 GLASS BITE O-
+1-90 +1.80 +-79.8 4.76 +1-71.8 1„3 LON(! N+/-80 +/-8D +/-77.5 +/•73.8 SIDEe�liST* 8UI
+1- .4 4/-75.4 EXTERIORi V+/-80 +1•77.6 +673.5 0_
+1-60 +1-75.8 ' 21 13seuag
0-78.6 +/-74
67-65 +/.772 GLASS TYPE 3 01111
+1-74.9 SHORT �.•`` LYNN
88 T lMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 7"FROMTHE TIP-TO-TIP DIMENSION IN SIDE
1}TIP-TO
THE TAB DETERMINE THE WINDOW SIZE. QS';• .-�
2)f DR SI OT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, NO.5805
3)FOR CTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS *'
00 APL IFITWt7HIN.
ST F
it
A LYNN MILLER,P.E.
P.E.S58705
TABLE 4:
Window Design Pressure(+l-,psf)for Glass Types 2 R 4
Lonma Side 1iD m T in
68.718 1 73 T7 81 85 89 93 97 101 105 110.1/2 113 117 121 1 125 129 133 137 141 145
31 +680 +1.80 +/-80 +/-8p +/-BO +/-80 +/.80 +/-80 +1-80 +1-80 +1.80 +1.80 +/.80 +/.80 +1-80 +/-80 +1-80 +680
33 +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/40 +/-80 +/-80 +/-BO +/-80 +/-80 +/-BO +/-80 +/-80 +/_6D +/-60 +1-80 +/-80
pRODUCrREVISFD
35 +/-80 +/-80 +1.80 +/_BD +/-80 +/-8D +/-80 +/-80 +/-80 +/-80 +/-80 +1.80 +/-80 +/-0 +-80 +/-80 +1-80 °CO"plying Withdw
FIOM3
37 +1-80 +/-80 +1.80 +I-80 +/.80 +1-8 +/8D +1-80 +1-80 +/• +/-80 +/-80 +.80 +/-8D +1-0 +/_80
39 W-80 +/$0 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/•80 +1.80 +/-80 0uildmBCude
41 +1-80 +1430 +/-80 +1-8D +1.80 +/-80 +1.80 +1-80 +/-80 +/•80 +680 +1.80 Aoa�pmuocNol RQ -
piruSonD+Ja
c 43 +/•80 +1-80 1 +/-80 +/-80 +/-W +/-80 +1-80 +/-80 +1-80 +/•80 +/.80
H 45 +680 q+1-800 +1-810 +1-80 +680 +/-80 +/_80 +1.80 +/-80 +1.80
$ 47 +bm +1_80 +/-80 +1-80 +/-80 +1.80 +1.80 +680
49 +680 +1.80 .+/-8p +1-80 +/-60 +1.80 +/.Bp
51 +1-80 +I-8O +1-80 +/.80 +/-80 +1-80 NO CHANGES THIS SHEET,
53 +/-80 +1-80 +/-80 +/-80 +/-79.165 +/-80 +A60 +/-80 +/-78.6 `67 +1-80 +/-80 +/-79.1
59 +/•80 +/-80 Ia
61 1 +/-80 +/-80 +/-79.3
63 +1-80
+/-80LEE
67 +/-80 W y p
68-7/8 1 +1-60 >
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-T1P DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. Lu _
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, p N W Q
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N aloo 0 N
OJ LU n
Z U- to o r2 J umwa 2
-eco W
Lu p
F Z V m
1-1116°NOM. TABLE DIMENSIONS MAY BE n
GLASS STACK � _ Z sa
7/16'LAMINATED ORIENTED VERTICALLY OR a N O
I� 7/18"LAMINATED t O �_
GLASS STACK I' GLASS STACK HORIZONTALLY AS SHOWN. Z ~ J LL
LONG O
.090'PVB INTERLAYER 3/16"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS SIDE Q M
3116"HEAT 3116"HEAT STRENGTHENED GLASS �- LONG SIDE
3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE ,090°PVB INTERLAYER ® Z W taau5
p N
4E.OR 1 11 SHORT 0 co
W Z
SIDE W
5 J SHORT < Z
5/8" 518' J_ -1 SIDE p g a QO
GLASS BITE GLASS BITE F; S z a
1-3 �il W
O X W
EXTEXTERIOR �- LONG SIDE
20 13 a 6 21 13 aq/1 •�saa sauag
w GLASS TYPE 2 GLASS TYPE 4 SHORT // LONG 11111 I I I I///j
SIDE �Y 9i SIDE `�.1`ANY LYNN
`* No.58705
SHORT
SIDE
,moo•. t F
70Nr AL E�G��
A,LYNN MUK%P.E
P.E668705
TABLE 5:
Window Design Pressure(+/-,psf)for Glass Typo 6
Lom Side'nb11 In 7/18"LAMINATED
88-718 73 1 77 78.314 01 e6 89 03 87 1 101 1 105 109 110.112 GLASS STACK
37 +801-130 +Ba-127.5 +901.123.6 +901-121.7 +ea-119.8 +8x•118.6 +9x•113.5 +901.111 +8x•108.5 +Ba-106.3 +901-104.5 +Ba-104.5 +Ba-104.5
39 +807.128.1 +801-120 +0x•114.5 +901-1129 +901.111 +801.107.5 +8x•104.5 +9x-101.7 +0x-89.6 +Ba-97.7 •901.96.1 +9x-94.6 w01-94.1 .090"SG INTERLAYER
41 +901.120.1 +901413.5 +901-107.3 +801-105.2 +901.103 +901-100.5 +801.97.8 +9x-94.9 +901.92 +/-89.8 +1-88 +/-88.5 +f-68 3116"ANNEALED GLASS
43 +801-114.4 +8x-107.5 +901.102.6 +901.100.7 +901.98.6 +901-95.2 +901.922 +1-89.1 +/•86.8 +1-63 +/-81.4 +1-80.4 +1.80.1 3/16"ANNEALED GLASS
45 +801-108.7 +Dx-102.5 +901.98.8 +901.97.1 +001.94.9 +9x-91 H-87.3 +/-84.1 +/-81.7 N-78.7 +/-77.8 +/-76.1 +1.75.8 p •R���
6 47 +901.104.4 +901.8849 +9x•85.7 +Bx-83.8 aBx-81.8 +1.87.6 +/•83.8 +/•81 +1-78.9 N-78.7 N-74.7 N-72.7 +/•72 4 ���
'-• 49 +901.101.1 .Ba-97 +9x•82.8 +8x•90.9 ♦/.e8.5 +1•84,3 +/•81.2 +1.78.6 +1.76.1 +/•73.8 +1-71.7 +1-68.6 +/•69.9 11
H 61 +9x•98.1 +9x-84.1 +901-901 .1-88.2 +1-85.7 +1-B2 +/-78.1 +1.76.3 +/-73s +1-71.2 488.9 +14&8 +1.65.9 B9Bdmg 317
a 63 +W.95.3 +Ba-91.1 +1.87.4 +/-05.8 .1.83.3 +1.80 +1.77 +/•74.1 +1.71.3 +/•08.7 +146.3 +144 +1-83.2 AttOpvl�
65 +9x-826 +1.88.2 +/-84.3 N-02A +1-01.4 +1.78.1 +1.74.9 +1-71.8 .148.1 .1•68.4 -143.9 +141.8 +141.2
67 +1-80.8 +1-85.3 0-61.8 .1-see +/-79 +1-78.2 1 +1.73 .1.69.9 +/•66.9 +/-6441 +/41.9 +140.1 GLASS BITE LONG SIDE B
BB +/47.1 ./.828 +1.78.7 +/•78.4 +/-78.8 +1.74 +/•71.1 +147.8 +/-64.8 +/42.2 +/40.3 •(gyp
e 91 11-84.8 +/-80.8 +/-77.6 +1.782 +474.6 +1.71.7 +149 +145.9 +1.626 0-80.8 1-2 T_ MiorO ede
0S 83 +1.825 tl-78.9 +/-74.8 N-732 +1.71.4 +/•68.4 +145.5 +1.620 +/•80.9
65 +140.7 .1-77 +/-73.6 +1-722 +/-70.4 N47.3 +1.64.4 +142 EXTERIOR SHORT :�!�j JR-03/18118-UPDATED
+1•7B +/•76.3 +.71.7 +1-702 +148.4 +1.65.2 +/424 2013 SIDE
69-719 +1-77.3 +/-73.8 +1-70 +1-68.6 +/•BBs +143.3 +1-61.1 1 VALUES AND SIZES.
73 1 +1-73.6 +1.70.2 +148.5 +1-04.8 +/-62.0 040.6 •N
77 +1-70 +/-68.8 +1-532 +1-61.9 GLASS TYPE 5 s
78.314 +1.68.5 +1-84.8 .-6 9 +1.80 0I L
0/v
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE �- LONG SIDE
TABLE TO DETERMINE THE WINDOW SIZE. -
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 1.7 p
SHORT W = (q •„aa
COMPLETELY FIT WITHIN. SIDE
0
O a1a0 Q
(7 04 N
TABLE DIMENSIONS MAY BE j W
TABLE 6: Z LL n ::i
uMo�
ORIENTED VERTICALLY OR O_j $ ' Z e d
Window Design Pressure(r/•,psi)for Glass Type 7 HORIZONTALLY AS SHOWN. a
W cs so W
p
U_U d "0
side n 1 F.W..Z W _. •oN
68-7!6 73 77 78-314 81 85 89 93 07 101 105 109 110.112 W .•. I7 (1 OfAO
31 +Dx-130 +001.130 +901-130 +90%130 +8x•130 +90!•130 +901-130 +801.130 +901-130 +001-130 +901-130 +B0/-130 +9x•130 1-1/1 B'NOM.
33 +901-130 +901-130 +901.130 +901-190 +9x-130 +9x•130 +9x•130 +901.130 +901-130 +901.130 +901-130 +901-130 +9x-130
GLASS STACK �.I 7118"LAMINATED Z p
35 +901.130 QW-130 +801-130 +801-130 +901-130 +901.13D +BO1430 +8x•130 +801-130 +9x-130 +901.130 +801-130 +9x•130 I GLASS STACK U F_ LL
O
37 +901-130 +001-130 +9x•130 .901-130 +8x-130 +90f-130 +Bx-128.3 +901.125.4 +8x•122.8 apx-120.1 +8x•118,1 +901-118.1 +90/-118.1
39 +901.130 +801-130 +9x-128.4 +901-127.6 +8x•128.4 +9x•121.6 +BOT-118.1 +901-114.0 +9x-112.6 .901-110.4 +90f•108.6 +Ba-10&9 +9x•105.3 3/16'TEMPERED GLASS 3116"ANNEALED GLASS J m
41 .9x-130 +9x-12B.3 +901-1212 +901.118.8 +9x-118.4 +9x•113.6 +90%110.6 +901-107.2 +Bx-103.8 +Bx-101.3 +80/.89.4 +BV-97.7 +9x-07.1 3118"ANNEALED GLASS
43 +901-128.3 +9x-121.6 +p0/-118.8 +BOT-113.8 +9x•111.4 +9x-107.5 +Bx-104.2 +Ba-100.8 +9x-97 +0x•93.8 +6x-92 +Bx-90.9 +Bx-90.5 F
45 +8x-1229 +901-115.8 +901.111.8 +801-109.7 +9x•107.3 +901.102.8 +9x•9&7 +9x•95 +901-823 .801.80.1 +1-67.9 +Bx-85.9 +801-85.4 7/18"AIR SPACE .090"SG INTERLAYER SHORT �i U) W iaa45
47 +801-118 .901.12.7 +9x•108.1 +Bx•106.1 +901.103.5 .901-88.8 +8x•94.4 +901.91.5 +1-89.1 +/48.7 +801-84.4 +801-82.1 +801.81.3 ����lll SIDE ® Z �
49 +901-1142 +0x•108.8 +0x-104.8 +8x•102.7 -OW-100 .801-95.3R-I-MB
.8 +148.7 +/-86 +801.83.6 +801-81 +/-78.7 +/-77.8 11
61 +901-110.9 +901-106.3 +901-101.8 +901.09.6 +901-98.8 +901.927 .1.86.2 +8x•83.2 +80/.60.6 +1.77.8 +/-75.4 +1-74.6 0p Z
63 +901-107.7 +BOI-102.8 +W-88.7 +8x•96.7 +901-94.1 +9x•90.4 -BW-83.7 +80140.8 +/-77.7 +/-74.0 0-723 +141.4 B Z � aloes
55 +9x-104.5 +Ba-98.6 +8x•85.3 +8x•83.7 +BOI.91.8 +148&3 .6 +801-61.3 .1.78.1 +f-7S.1 +/-72.2 +149.8 +/48.1 518" LL a
ST +gx-101.5 +BOT-98.4 +9x•928 .901.91 +1-69.3 +80148.1 .4 +1-78.8 +1.76.6 +/-728 +/49.9 0-67.9
59 +901-8&5 +Ba-93.5 +1.00 +/-8&5 -OW-88.8 +80/-83.6 .3 +/-76.7 +/•73.3 +/-70.3 +/48.2 GLASS 817E Q 9 Z O
B1 .901-95.6 +801.81.3 0-97.7 +801-86.2 +BO!-84.3 +8x41 +1-74.5 +1.71 +1-68.7 1-2 LONG f•' p (� N
63 +92/-922 0-88.1 +8x-84.3 +8x427 +8x40.7 +/•77.3 +1-71 .1-88.8 SIDE Iqy�
65 +9x-81.2 +/-87 -SW-83.2 +8x41.6 +I-78.8 +1-78.1 +1-70 X W
87 +/49.3 +8x-85 +8x41 +1.78.4 +1-77.3 +1.73.75
EXTERIOR
68-7/8 +147.3 +8x43.2 +1-7&1 H-77.1 t1.75.2 +/-71.8 --69 5-7 21 13 x111 'osa0 sauag
73 +8x43.2 +/-78.4 +/-75.1 +1.732 +/-71 +/48.4 `T
T7 +1.79.1 .1.75.1 -0114 +/49.6 GLASS TYPE 7
78.314 +1-77.4 +!-3.2 048 8 +1-88.8
1)TIP-TO-TTP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE SS DEHORT ��.��\pNY LYNN
TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. `='t�•''�ICENSt- �(<c,
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Q:
COMPLETELY FIT WITHIN. No.58705
IONA1L111
A.LYAhUILLER,P.E.
P.E.#58705
B
Window Design Pressure(+l-,psf)for Glass Types 6&8
Long Side,71P l0'n In
68.7/8 73 77 78.3/4 1 81 85 89 93 97 101 105 109 110.12 113 117 121 125 1 129 137 145
31. +90/-130 I +90/-13D +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/.130 +90/-13D +90/-130 +901-130 +90/-130 +90/-130 +Ba-130 +90/-130 +90/-130 +90/-130 +901-130 +=-130
33 +90/.130 +9x•130 +90/-130 +90/-130 49x-130 +90/-130 +90/-130 +90/430 +90/-130 +90/-130 +90/•130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130
35 +901-130 +901-130 +90/-130 +90/-130 +9/-130 +901-130 +90/-130 +90/-130 +901-130 +SO/-130 +901-130 +gD/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901.130 +801-110 +80/-110 PRODUCI'REV►SED
37 +901-130 +90/-13D +90/-130 +90/-130 +90/-130 +90/-130 +90/430 +901430 +901•130 +90/-130 +90/430 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +9x-130 +801-110 +80/-110 asCOMPlSi28Will)iheFIMMe
39 *90/-130 +9x-130 +9x-130 +90/-130 +901-130 +9x.130 +90/-130 +90/-130 +9x-130 +S0/-130 +901-130 +9x-130 +90/-130 +901-130 +Da-130 +90/-130 +Ba-110 +8x•110 +80/-110 +Ba-110 I Bumms Code
41 +00%130 4901-130 +9x.130 +90/-130 +Ba-130 +9x-130 +90/•130 +90/-130 +901-130 +90/.130 +901-130 +9/-130 +90/-130 +901•130 +1101-110 +80/-110 +80/-110 +Ba-110 +80/-110 +801-110 �oe
Aao ]N.I8'
43 +901-130 +9x.130 +90/-130 +90/-130 +901.130 +9x-130 +90/-130 +90/-130 +9x-130 +90/-130 +90/-130 +90/-130 +901-130 +801-110 +80/.110 +80/-110 +8x-110 +801-110 +801.110 +801-110
E 45 +90%130 +90/-130 +901.130 +90/-130 +90/430 +S0/-130 +90/-130 +90%130 +90/-130 +901-130 +901-130 +101-110 +80/-110 +80/410 1 +80/-110 +80/-110 +801-110 +801-110 +80/410
I% 47 +901-130 +90/-13D +90/-130 +901-130 +90%130 +901.130 +90/.130 +90/-130 1 +90/-130 +90/-130 +Ba-110 +Ba-110 +801-110 +80/.110 +80/-110 +801-110 1 +80%110 +80/-110 RC1
0 49 +90/-130 +90/-130 +9x-130 1 +901-130 1 +90%130 +90/-13D +90/430 +90/-130 1 +90/-130 +601-110 +8x-110 +80f-110 +8D/-110 +8a-110 +80/-110 +801-110 1 +801-110
g 51 +901-130 +W-130 +901.130 1 +90/-130 +901-130 +90/-130 +90/-130 89.41-128. +0-110 +Ba-110 +801-110 +80/-110 +80/-110 +81-110 +801-110 +80/110
F 53 +901-13D +90/-130 +90/-130 1 +9x-130 +901-130 +9x•130 +88.81-128.1 +Ba-110 +80/-110 +80/-110 +80!•110 +80/-110 +801-110 +8x-110 +B01-110 JR-03/16/18-UPDATED
65 +90/130 49x-130 +901-130 +90/-130 +9x•130 .8/-128.1 +80/-110 +801-110 +601-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 VALUES AND SIZES.
57 +9x.130 +S0/-130 +90/-130 +90/.130 +89.41-129 +81Y•110 +801-110 +Ba-110 +801-110 +80/-110 +80%110 +801•110
69 +9x.130 +901-130 +90/-130 +89.5/-129.1 +801•110 +80/•110 +S0/-110 +8x.110 +801-110 +Bx-110 +501-110 •L
61 +90/-130 +90/430 89.61-129. +80/-110 460/.110 +Bx-110 +80/-110 +801-110 +Bx-110 +80/-110
83 +90/.130 +90/-130 +801-10 +80/-110 +Ba-10 +80/•10 +80/-10 +80/-10 +80/-10
65 +901-130 +90/-130 «6x-110 +80/-110 +80%110 «80/-110 +801-110 +W-11067 +90/-130 +8&-1110 +801-110 +W-110 +801•110 +80/.110 +80/-11068.7/8 +901-130 +80/-110 +80/-110 +80/-110 +80/.110 +80/-110 +80%110 c*i cq Y []
73 +801-110 +80/-110 +80/-110 «80/-110 +80/-110 +8x•110
•nay
77 +80/-10 +801-110 +801-110 +8x-10 w� a
78.314 +801-110 I +8(Y-110 1 4110/410 1 +801-110 p� Q O
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO•TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. }n amp O �O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. U' N i D: N
W
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 03 —�
0-" z7a d
=La R S2 o_
006 o
Lu Z000/N
TABLE DIMENSIONS MAY BE o j ,= Z Oo
ORIENTED VERTICALLY OR o v
1-1116"NOM. HORIZONTALLY AS SHOWN. Z QF W LL
7/16"LAMINATED J { GLASS STACK 7/16'LAMINATED LONG �1 m
GLASS STACK '1I I- GLASS STACK SIDE a
3/18"HEAT STGLASS �- LONG SIDE �j F¢-
.090"SG INTERLAYER 3/16"TEMPERED GLASS RENGTHENED y/ ®
3/18"HEAT 3116"HEAT STRENGTHENED GLASS Z ? y
3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18"AIR SPACE N F-
.090"SG INTERLAYER SHORT
11 SIDE W >rzs
4 11 + SHORT a z Q_
5 L SIDE p z N
5!6" 518" cl LD S
GLASS BITE GLASS BITE
U.1
W
1 2 1-2 �— LONG SIDE — �I LL L] d
T aH1 asap saua5
EXTERIOR EXTERIOR ` 1
20 13 LONG
a s0/ 21 13 SHORT
6NYCENSN���
GLASS TYPE 6 GLASS TYPE 8
* No.58705 *'
WAII
SHORT
SIDE O"Q •'L(/41j-
///6NAL1E��..
A-LYNN MILLER,P.E.
P.E.058705
' TYR ANCHOR TYPE,
2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
EMBEDMENT 1X WOOD THISBUCKSTRIP,
INSTALLATION 114"MAX SEE NOTE 2,THIS SHEET
•°
TYPE A EMBEDMENT r SHIM
1/ h TY EDGE
DISTANCE
TYPE, R SUBSTNT RATE,
EDGE
1 -11 EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISED
EDGE SEE TABLE 8,THIS SHEET us cnorurplying wi14 dr F'taridn
DISTANCE nsr
Buddmp Code
n Immo 1401 0.
1/4"MAX
o� klDkA ateSHIM 1BMumdPmihal
12 USED FOR ALL " . NO CHANGES THIS SHEET.
OF ° ..
ISIDES
ARCHITECTURALSHAPES 011.7/8" , ' EXTERIORO.C.MAX. •`
CONCRETE/CMU 11
PERANCHOR �_ VISIBLE LIGHT WIDTH= _� 5
REQUIREMENT WINDOW BUCK WIDTH-2al4•
WINDOWBUCKWIDTH CONCRETEICMU e'f Y 7
WINDOW PER ANCHOR a N 'nay
BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH REOUIREMENT lY O
HEIGHT (� INSTALLATION HORIZONTAL SECTION A-A N a,00 0 N
TIP-TO-TIP METHOD D TAB O Wrz
WINDOW 1/4" Min.Edge Max D.C. J O `� Z R
HEIGHT VISIBLE MAX, c Substrehr Min.Embedment i Z LL uMo
HLIGHT EIGHT- SHIM ou8iern Pine SG=0.55 9116'• 1-318" 12" =W �+ 0
WINDOW InInum 6083-T5 min. 318" 0.063"• 12 V U r3 G-,I
1112 cr 1114 410 SS ScreW W 0D �a O 0
BUCK A38 steel 318" 0.063"• 12' F Z V
HEIGHT• 9 S Stud In Na" 0.045" 18 Ga ' 12" 0 7 r Z O
2IGH EXTERIOR 9/16" 1-318" 12" p Z LL
p .-
tl.12 or IF'14 Shrel Screw(GS) Aluminum 6063-T5 Mn. 318" 0.M.• 12"
STEEL SELF-DRILLING 318" 0.063"• 12" s O
MS(G5),SEE TABLE _33 adn, 318" 0.045"(18 Ga 12" Z m
8,THIS SHEET Ungrouted CMU ASTM C-90 2-1/2" 1-114" 12"
/4" F O
1 4 SS CreteFlex y H IaaVs
MIAMI-DARE APPROVED MULLION(SEE Concrale min.3.35 ksi 1"
1.314" 12"
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min.2.85 ksi 1" 1-314" 12" Z
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Lkaoon Concrete min.2.85 ksi 2-112" 1-318" 12" O Z
21 PROPERTIES,TABLE 8,THISSHEET r CM 2-1/2" 1-1/4" 12"
Concrete min.3.5 ks 1-114 1314" 12" ¢ 0 W "I'S
6116"Steel llRrawn o ted ASTM C- 2-112" 1-314" 12" u. W o
5 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. C' (g N
�1/4"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. LU ZZ
ALL HEAD TYPES APPLICABLE. O X J
IL LL O.
} ILL
LL sauag
1X WOOD BUCKSTRIP, INSTALLATION NOTES:
SEE NOTE 2,THIS SHEET 1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND `1111 I 1 1 I I II I/I
EDGE DISTANCE LIMITS. ��`` NY LYNN /�i�i
CONCRETE PER ``���O'VICENSF"
EMBEDMENT ,° ° ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Motedal Min.Fr kin.Fu :•'
°' ,• REQUIREMENT THICKNESS IS LESS THAN 1-10.1K WOOD BUCKS ARE OPTIONAL IF UNIT CAN Steel Screw 92 ksl 12D W No.58705
• BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 410 Scrow 901aa 110 ksi
• , ,'
'WARE 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF El �� 155 ksi 177 ksi
WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY w -p •tY
INSTALLATION �— EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Ek:o CrehlFlex® 127.4 ksi 189.7 ksi (U
DISTANCE AND EDGE DISTANCE PER 6063-75 Aluminum 16 ksi 22 ksi O ST TE
TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A A38 Steel 38 ksl 58 ksi i����S FCORIOP.•"�S
VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Gr.33 Steel ShkI 33 kd 45 kd S /ANAL
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR //111 I I I 11111
MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,RE
P.E.B 68705
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
'` EMBEDMENTANDEDGE
2X WOOD BUCKSTRIP f DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F EMBEDMENT
OR FRAMING,SEE I SEE TABLE 9,THIS SHEET
NOTE 2,THIS SHEET 1X TE 2,THIS SHEET
- EMBEDMENT SEE NOTE 2,THIS SHEET
1/4"MAX
INSTALLATION QSHIM TYP.ANCHOR TYPE,EMBEDMENT AND EMBEDMENT EDGE
TYPE r- EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISED
EDGE 8 SEE TABLE 9,THIS SHEET 39�raptyiggwi4t We Florida
BuiI icB Coda
DISTANCE q �14�it- 3A.Og
�1/4"MAX
2 E+rpiradonDam
2 SHOvt2 " Poa/oet
71
12 USED FOR ALL " . NO CHANGES THIS SHEET.
SIDES OF 11
8 ARCHITECTURAL EXTERIOR
EXTERIOR MAX.®11.7lB" ,, ' ,d 4 � 11 '•, 's
28 D.C.O C MACONCRETE/CMU �-- VISIBLE LIGHT WIDTH- _� 5
PER ANCHOR I WINDOW BUCK WIDTH-2-3/4°
REQUIREMENT WINDOW BUCK WIDTH
WINDOW HORIZONTAL SECTION C-C CpERANCHORU W K a
nay
BUCK INSTALLATION REQUIREMENT 2 '—
HEIGHT TYPE H C3 v 0
TABLE 9: O
77-
1/4"
O
1 MAX. Anchor Substrate Min.Edge Mtn.Embedment Max O.C. O w rz
Ato
SHIM Southern Pine SG=0.55 9/18" 1-318' 12" O J O h Z �9 d
VISIBLE Ahuri 6063-TS liin. 3/8" 0.063"• 12" Z U e 5 J uMo,O
LIGHT #12 or#14 410 SS Screw A36 Steel 3/8" 0.063"• 12" =W 2 w0
HEIGHT= g - o U d u
WWW Steel 33 318" 0.045" 18 Ga ' 12" w
BUCK Southern Pine SG�.65 9115' 1-3/8" 12, O W �_ C7 OMa
HEIGHT- EXTERIOR #12or#14SteelScrew(G5) Alum 6063•TSmin. 318" 0.063"' 12, �> ¢ O O
�LJ, STEEL SELF-DRILLING A36 Steel 318" 0.063"' 12" O n
2.314" MS(G5),SEE TABLE Stud. i 3/5' 0.045"(1 Ga)' 12" Z `� F— Z IL
9,THIS SHEET routed CMU ASTM C-90 2-1/2" 1-114" 12" � O O
114"410 SS CreteFlex _JG
MIAMI-DARE APPROVED MULLION(SEE Concrete rtdn.&35 Id) 1" 1-314" 1Y
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete nin.2.85 ksi 1" 1-3/4" 12"
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultreeon Concrete Orin.2.85 W 2-112" 1-318" 12" ® � Z Q �aays
PROPERTIES,TABLE 9,THIS SHEET' r G 2-12" 1-1/4" 1z' W F
Concrete min.3.5 kaI 1-1/4" 1-3/4° 12" Z Z
*rm� 21 7__J�
5118"Steel UXrecon STM 2-112" 1-3/4" 12" O (g a�oa5
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. u. Z J Q
'UNOROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O
5 Rm
1/4"MAX SHIM ALL HEAD TYPES APPLICABLE. UJ
U �
INSTALLATION NOTES:
E w I EL
IXWOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND a7i!1 •asap saua5
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Meterlal Nin.Fy Mn.Fu YN, r//
T 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX',ARE BUCKS WHOSE TOTAL Steel Screw 92 ksl 120 ksi \`� pNY L....
T CONCRETE PER THICKNESS IS LESS THAN 1.12".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 kat 110 ksl '� �10ENSF'•.���
EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS lJco UtreCorl® 155 Iml 177 ksi '.�
°' ,• REQUIREMENT "2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF410 SS Fico CreteFlez® 127.4 ks) 169.7 ksi .k: No.58705
° WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY �,�Alufi 18IoI 22 ksi
•• AUTHORITY HAVING JURISDICTION.
INSTALLATION II EDGE ° A38 Steel 38 kei 58 k9 `-p•:�
TYPE F 1� TYP•ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE Gr.33 Steel Stud 33 ksi 45 ksi O STS [(/
DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. T•'•• F '•_.
SUBSTRATE,SEE TABLE 9,THIS SHEET 4 IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR ��/ S/
VERTICAL SECTION D-D MULLION NOA APPLIES TO WHOLE SYSTEM. / �NA1.1
A-LYNN MILLER,P.E.
P.E.#58705
FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14(PVB INSTALLATION
TYP.ANCHOR TYPE, OR FRAMING,SEE TYPE J INTERLAYER),NOT TO BE USED WITH TYPE K
EMBEDMENT AND EDGE -�I EMBEDMENT GLASS TYPES 6-8,(SG INTERLAYER).
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET EDGE
SEE TABLE 10,THIS SHEET DISTANCE 1/4"MAX EDGE DISTANCE --�
EDGE I SHIM
INSTALLATION DISTANCE O 2X WOOD BUCKSTRIP 2X WOOD SUCKSTRIP
TYPE I OR FRAMING,SEE OR FRAMING,SEE FPRODUCT REVISED
NOTE 2,THIS SHEET NOT4SHEI 83�edYin6whddrFtm'1da
TYP.ANCHOR TYPE,EMBEDMENT AND BwidingOn�
Accepteec"110 Not-
EDGE DISTANCE PER SUBSTRATE, tion DaN
'
1/4"MAX SEE TABLE 10,THIS SHEET '
3 SHIM 8 Mi
EMBEDMENT Miami Produel
EMBEDMENT
1$ USEDFORALLNO CHANGES THIS SHEET.
SIDES OFARCHITECTURALEXTERIOR SHAPES@ 11-7/8"29O.C.MAX.
EXTEEnRIOR
4 VWINDOW INSTALLATION h� WINDOIW BUK WIDTHLIGHT -2-314" > a. ❑
nay
HEIGHT TYPE L WINDOW BUCK WIDTHBUCK •Q O
EXTERIOR 114" }n ,rap O Qo
cj HORIZONTAL SECTION E-E °N "i SHIM o a = � 1N.
J W n
VISIBLE Z LL to o 3 uMo a d
LIGHT 9 UHEIGHT- 111 d o¢,
WINDOW STEEL SELF-DRILLING Z E ❑ '"r1
BUCK SMS(G5),SEE TABLE TABLE 10: - r W o (� DMG
HEIGHT- 10,THIS SHEET Anchor Substrate Mn.Edge Max.O.C. > Z p
2.3/4" Distance S cin Z o O
F2-112"x.113"Box Nail Southern Pine SG=0.55 5/16" 5° U p
MIAMI-DADE APPROVED MULLION(SEE 2-V2"x.131"Cormlon Nail Southern Pine SG=0.55 318" 5" S Co
SEPER R S NDA),ALUMINUM,STEEL FRAMING 2_/2"x.1 5" n I Southern Pine SG=0.55 318" 5"
OR STEEL STUD.SEE SUBSTRATE � f'
PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.65 112" 5" ® Z Z hays
0.093"Alurrinu 6063-T5 rnln. 5116" 5° O H
#10 x 1"Steel Screw(G5) 1/16"A36 Seel 5/16" 5" O t=
21 0,045'MGM Steel Stud Gr,33 5/16' S" -
6 2X WOOD BUCKSTRIP ❑ � ai°�5
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z
OR FRAMING,SEE Q
NOTE 2,THIS SHEET O 0 Z N
5 /4"MAX SHIM X Z
LL U_
INSTALLATION NOTES: apS •asap saua5
INSTALLATION - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
TYPE) EMBEDMENT AND EDGE DISTANCE LIMITS. Ma�r1� Mn,F Mn.F" ,``IN�(LYNNM�'��
EDGE DISTANCE Y N` �i
2.FORATTACHMENTTO METAL:THE STRUCTURAL MEMBERSHALL •'' •" •e,
BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �d Screw 92 kal 120 IW `� �`Z`,•�10ENSF '.C�
6063•T5Alunirnan 16ke1 22kN �_;'
TYP,ANCHOR TYPE,EMBEDMENT ,LOWER DE
3.IFAPPLICABLESIGN PRESSURE FROM *.
�— EMBEDMENT AND EDGE DISTANCE PER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEITHER Gr. 33 Steel Slut 33 Rd 45 kst
A36 Steel 36 kd 6B kal No.58705
E
SUBSTRATE,SEE TABLE 10,THIS SHEET
"0
VERTICAL SECTION F-F M.
'" of Lug;
A.LYNN MILLER,P.E.
P.E.#5870.5
EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 14(PVB
OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N
EMBEDMENT
INSTALLATION
TYPE M EMBEDMENT 114"MAX SHIM
O 1X WOOD E2,THIS
SEE PRODUCT gwikhREVISED
m
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as eemplyiugwill.Yn F'Imida
OR FRAMING,BEE Building Code
NOTE A THIS SHEET Builds g c ds
Uata
�1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
6 SEE TABLE 11.THIS SHEET Mi edeP t
NO CHANGES THIS SHEET.
12 USED FOR ALL
3
SIDES OF EDGE
Q.C.MAX. o
8 ARCHITECTURAL DISTANCE O EDGE '
EXTERIOR 29 SHAPES a@ 11-718" DISTANCE
�
WINDOW INSTALLATION 4
-� CPPERANICRETHCORu >
BUCK TYPE O VISIBLE LIGHT WIDTH= 5 REQUIREMENT F "' a
HEIGHT EXTERIOR 114" WINDOW BUCK WIDTH-2-3/4" p 0
MAXSHIM WINDOW BUCK WIDTH EXTERIOR N plan Ix N
ID HORIZONTAL SECTION G-G i z a a
VISIBLE B Z LL N W umaa
Lrca� STEEL SELF-DRILLING TABLE 11: Lj
HEIGHT= MS(G5),SEE TABLE O U no ®a ❑
WINDOW Anchor Substrate Nin.Edge Mn.Embedment Max O.C. LL1 Z �a j •aN
BUCK 11,THIS SHEET Distance S n LU .� to 0 � sma
HEIGHT- Southem Pine SG=0.55 9118" 1-318" 6.2" > T Z o
2-314• Aluminum 6063-T5 min. 3/8" 0.083"• 6.2" 2 LL
#12 w#14 410 SS Screw
MIAMI-DADE APPROVED MULLION(SFS A38 Steel 316" 0.063"" 8.2" g Q
SEPERATE NOA),ALUMINUM,STEEL FRAMING 318" 0.045' 18 Ga ' 6.2" m
Q
OR STEEL STUD.SEE SUBSTRATE Southern Pine SG=O. 9116" 1.3/8" 6.2"
PROPERTIES,TABLE 11,THIS SHEET N101-WS
#12 or#14 Steel Screw(GS) Alurdnlml 6063.75 min. 316' 0.063„• 8.2" ® z z
A36 Steel 318" 0.063"• 6.2" p f2
21 318" 0.045'(18 Ga ' 6.2" 0 H z
8
1/4"410 SS CreteFiex LIngrouted CMU ASTM C-90 2-10 1-1/4" 11.6" Q p 7157
Concrete min.3.35 ksi 1" 1-314" 11.8" U. F q
Concrete ftnin.2.85 ksi 1" 1-3/4" 11.6" Z 0
5 114"MAX SHIM .114"Steel Ultracal Concrete min.2.85 ksi 2-112" 1-318" 11.8"
outed C G90 2-112" 1-1/4" 11.8" X z
Concrete min.3.5 im 1-114" 1-3/4" 11.8" LL LL Q.
5116"Steel Ultracal gd CM G90 2-1/2" 1.314" 11.8" all!, •,sea sauas
INSTALLATION J 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE
TYPE N Q SEE NOTE 2,THIS SHEET "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ���11 j 1�(LYNIyI I��'�i
ALL HEAD TYPES APPLICABLE. N i�
o...........Mi
INSTALLATION NOTES: �` °t�•''1,\CENSF''•�(�i
EMBEDMENT ,° , 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1 •'. �%
°• Materiel Mn F„ Mn F. No.58705
.2 WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD Steel *•��
Screw 120 ksi. '
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID'CONCRETE.WOOD BUCKS DEPICTED AS"PJ("ARE at0 Scrow 80161 110767. •Q ' : /Y
CONCRETEICMU 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS Elco LtmCor� 155167 177 W
PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. SATE OF
REQUIRFA'IENT DISTANCE 410 SS Elco CralcFlc� 127.4 ke1 189.7161 �0�'•.
8083-75 ALarinum 16W 22 Fal %(� ''•:t,�ORIOp;.•'•��`�
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE A38 Sled 38161 68761
VERTICAL SECTION H-H WINDOW FRAME. Or.33 Steal Stud 33ksl 45ks7 ;mll
�NAL1`1�`
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NCA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E.
P.E.058705
ABLE 12:
Item2.784
PGT Part# Description Material z.76a" ^ zae4•
# .osa" -+l�� .094^ •--fl� .094•
1 42530 IFlanged Frame Alum.6063-T5 o7a^ 06z, 074" 062" .074" 062"
2 4285 Equal-leg Frame Alum.6063-T5 1.375" 1.375^ r
3 4256 Integral Fin Frame Alum.6063-T5 1.875
4 4255 7/16'Lami.Glass Beading Alum.606'3-T6 1.000 438^ : moo° 438 500° 438"
6 4254 I.G.Glass Beading Alum.6063-T5 .050".Gcw- �—►�� .050^4°0 1.1 ° {�— .oso 300 PRODUCT REVISED
wclding �with Ow Florida
.077" Building Code
6a 4270 Installation Fastener Cover Alum.6063-T5 OFLANGE FRAME OEQUAL-LEG FRAME i Acxpla+oe No L C�•3�10
6b 4224 Installation Fastener Cover for Curves Rigid PVC I— O3 FIN FRAME Eamon DOC
8 4267 7/18"Lami.Glass Beading for Curves Alum.6063 TS .970" 346" 970" " Mu ' adeFiodtteI
9 4269. I.G.Beading for Curves Alum.6063-T5 � nn
1.037" II�L4+� � '
10 705890 Gasket(at 900 comer joints) Polyethylene 875" I�I� ��I� 875" 875" U II 975" II 11 NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 ° U u
12 81308K Foam Beading Tape �{�— .oso^ --�II�- •050" •050 �{� .oso" —�1t oso"
13 Dow 791,899,995 or GE 7700 Backbedding Silicone O/16"LAMI O�"I.G.GLASS ea INSTALLATION O!16"LAMI OI.G.GLASS
4 GLASS BEADING 5 BEADING FASTENER COVER 8 GLASS BEADING 9 BEADING
20 71%2K Setting Block,Mono.3/18'x 7/16"x 4" Neoprene,Duro.85+/-1 FOR CURVES FOR CURVES
21 71704AK Setting Black,I.G.3118"x 1.3/32"x 4" Neoprene,Duro.85+/-1
29 76X114FP #6 x 1-1/4"FH SMS Cured Beadin Stainless Steel HOT-MELT z Y
( g) ALUMINUM DESICCANT FILL
SILICONE g�yL POLYISOBUTYLENE w a
30 781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel REINFORCEMENT SEAL 5/16"NOM. Of
( Y) STRUCTURAL p C O
POLYISO- 1!4"NOM. 3118"NOM. SILICONE N a a0 O C.
75 Kommeding Kodispace 4SG TPS 5118'NOM. SQL Y o
BUTYLENE WITH STRUCTURAL BUTYL 8 C7 N z Of N
76 Quanex Super Spacer nXr See this Sheet for DESICCANT SILICONE DESICCANT ROLL-FORMED STEEL
r LU •�
STAINLESS STE0. J a� W
77 Quanex Duraseal Spacer Materials FOAM WITH FOAM O LLO uMo^0
78 Cardinal XL Edge Spacer EXT.GLASS �EGSI�CSC EXT.GLASS EXT.GLASS =LL - ¢ W
INT.GLASS U U d
INT.GLASS INT.GLASS INT.GLASS Z !2 •oN
75 KODISP 76 CE SUPER SPACER® 77 DURASEAL® 79 XLEDGETM o 62 z O sLL
NxTTM 88PACER OSPACER o
U O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS z o
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
as
a Z
� Z �
� O
kE
CURVED ANGLEDICURVED O rn Z
SSEMBLY FRAME ASSEMBLY Oa Z 0 aioa5
X a
90'CORNER 90'CORNER H W N
FRAME ASSEMBLY I FRi1MEASSEMBLY W O
any.10 n 10ALL CORNERS TO I RUSE GASKETL CO NERS 0 USE GASKET / LYN ANDlOR SEALANTAND/OR SEALANTN I / EXTERIOR !/ EQUAL-LEG FRAME No.58705
// EXTERIOR// FLANGE FRAMEEXTERIOR EQUAL-LEG FRAME MIINTERIOR EXTERIOR I �` MITERED FRAME WITH INTERIOR : �•. TE OFNANWELDS �j 1 AND EXTERIOR FRAME WELDS
FLANGE FRAME (SHOWN)OR CORNER KEYS AT h (SHOWN)OR CORNER KEYS AT ..........
•'•G,�\��
30 SCREW BOSSES.SEALANTATALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS "'S,S/ONA1-
30 AL4NW ILW3.b.F
P.E.#58705
5/1/2020 Florida Building Code Online
1
Y
BCIS Home Log In E User Registration I Hot Topics Submit Surcharge Stats&Fads Publications i contact Us 7 BCIS Site Map' Links + Search
Florida
Product Approval
0 USER:Public User
Rn2jugt Approval Menu>Product or Application Search>ep c t'on >Appllcation stall
' FL# FL239-R26
Application Type, Revision
Code Version 2017
Application Status Approved
pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer (:jh
ndustries
Address/Phone/Email Technology175)
Ven'
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Dr \'
N Venice,FL 34275
(941)486-0100 Ext 21142
lmiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAC
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 09/25/2018
Date Validated 10/15/2018
Date Pending FBC Approval
hfps:Uwww.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDquSlBuBCAEmBE70C3lvx3PGEpjyHvhdTSo%3d 1/3
5/1/2020 Florida Building Code Online
Date Approved 10/25/2018
Summary of Products
FL# Model,Number or Name Description
239.1 SH-200(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063002 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063002 pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.2 SH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063007. df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063007.pd
(NOA)for product performance Information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063008.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/26/2021
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063008.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063003.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063003.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063004.p
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063004.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063006.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/30/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063006.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
hfpsJ/www.fioridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGEpjyHvhdTSo%3d 2/3
5/1/2020 Florida Building Code Online
239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of Use . Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 17063005.pdd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063005.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,.size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8 SH-7600A(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R26 C CAC 18-0430.07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/23/2023
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430,07,pd
(NOA)for product performance Information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9 SH-7700A(Large Missile Impact) uminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVH FL239-4k26-t-tAC--18-0430.06.pdf
Approved for use outside HVHZ:Yes uality Assurance Con t Expiration Date
Impact Resistant:Yes 08/23/2023
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Accept' a FL239 R26 II 18-0430.06.pdf
(NOA)for product performance information,anchorage deta Verified By: Miami-Dade BCCO-
and anchor type,size,and spacing information. r eperlde jrd Party:
Evaluation Reports
Created by Independent Third Party:
l
Back Next
Contact Us::2601 Blair Stone Road.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,canted 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 4S5,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 dick here.
Product Approval Accepts:
® Etirl M
Safe
https://www.floridabuilding.olrg/pr/pr app U.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGEpjyHvhdTSo%3d 3/3
MIAMND�ADE MIAM DADE COUNTY
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) www.miamidade.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 approve escri designed to comply with the Florida Building
Code,including the gh V city Hurricane Zon
DESCRIPTION: 'es"SH7700A"Aluminum Single Hung Wi ow—L.M.I.
APPROVAL DO a "Aluminum Single Hung Install (LM)",
sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's.name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product 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 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.18-0430.0
MIAPtFDAD; Expiration Date: August 23,2023
8 d).
Approval Date: August 23,201
P 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, 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
S) 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 single hung
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-18-7835.1,dated 04/03/18, 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)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
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
YM-18-7835.2,dated 05/04/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6th
Edition(2017), dated 04/23/18,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
Product COR tr Exa iner
NOA No. 30.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn.Miller,P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez,RE
G. OTHERS
1. None.
Manuel'perpq.E.
Product Control E er
NOA No.1 30.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-2
SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17-13116^MAX.O.0DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 1 -3/8°MAX VARIES PER GLASS TYPE, LARGE&SMALL MISSILE
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). i�--� SEE SHEETS 2.5 IMPACT RESISTANT
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR
INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)
MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15.
17-3! 173/4" 52-11W MAX.BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17- BUCK) -9-12"MAX•
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE C. -11/18"MAX.
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B,SEE�_ O.C. (9°MAX.MAXBUCK D.SEE 5"MAX.O.C. 4pprored yy eppP(y(p0�•{t!Itm
SOUTHERN
E. S 8&9 SHEET 10 Fln B)ddh„C
PER Date
A 6� -'I� %timl
4)ALL WOOD BUCKS LESS THAN 1.12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEETS 8&9 I ' SHEET 10 Nlaml Dedc Pmda nhoi�
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
BUCKS DEPICTED AS 2X ARE 1.12"THICK OR GREATER.IX AND ZX BUCKS(WHEN USED) SPACED
SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE ANCHORS PER T
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) TABLES e&7 I f
OR ARCHITECT OF RECORD,(AOR). _ 17-3/16" O.C. ,
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR , — — MAX. I 83^ o
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. 12-1/18"MAX.O.C. TO TIP BUC a
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY X I/1 TIP x i Q HEIGHT
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND lJ-
THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED I / HEIGHT -_-
ANCHORS PER I 13-5116" .O.C. i
6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 6&7I —+ co 52
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. L W
5°MAX. z r
8-12"MAX. I ---- --'I O.C. I / C w O aaa
7)DESIGN PRESSURES: (9 MAX.BUCK)
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER At }r- alo0 (or
ASTM El 300. 1 t,C4 Q
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE T— B NO ANCHORS AT Sa p�_- 0 c� , Z Z
TESTING AND GLASS PER ASTM E1300. T
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. —�53-1/8"MAX.TIP TO TIP DTH 'WEEP NOTCH 4-11!16"MAX. —� 7^WEEP NOTCH Z LL ' o
AT EACH END AT EACH END =Uj
o v r
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS LULL U
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.113%STRESS INCREASE ELEVATION F TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH Z
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR SHOWN WIT UAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION sMQ
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO t,
Z
O
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES Z �i Z F
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. USER INSTRUCTIONS: Q
8)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Glaees Dewrip6on(U819d from 6ct9dorto Inlerlor) DP z LL
Table N 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN
W
1 1/8°AN,.090"PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCE 7. m L1 1 O
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING � _
JURISDICTION. 13116"LIG:1/8'AN CAP,AIRSPACE,118"AN,.090"PVB,118"AN 2 ca
2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW ® S'i J
10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.0W'PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN 2 1W- laayg
PRESSURE FROM TABLES 2-5.IT MUST EQUAL OR EXCEED THE
CRETEF OA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 118"HS,.080"PVB,1/8"HIS _ 4 N Z
ANS U PAN ALUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
5 3116"AN,.090"PVB,3/18°AN 4 OBTAINED IN STEP 1. LL ? Qc
1 APPLICABLE EOR SS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 8 13116"LIG:3!18"AN CAP,AIRSPACE,118"AN,.D99'PVB;1/8"AN 4 O CS
7 13/16"LIG:3/16"TP CAP,AIRSPACE,118':AN,.090"PVB,118"AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. ? US rz
FIGURE A:ALLOWABLE SH CONFIGURATIONS AND SHAPES B 3N6"AN,.099"SG,3116"AN 5 v W y
4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8
9 3/16"HS,.DW'SG,3/16"HS 5 FOR EQUAL LEO INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q C9
—►{ WIDTH WIDTH ---{ WIDTH FF 1013116"LIG:118"AN CAP,AIRSPACE,115"HS,090"SG,VB"HS 5 INSTALLATION.
I au y asap sauag
I I T 11 13116'LIG:118"AN CAP,AIRSPACE,3116"AN,.090"SG,3'16"AN .5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME \\{1111 11111!1
12 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR \\\ Y LYNN
T 13 1311W LIG:1/6"TP CAP,AIRSPACE,3/16"AN,.0991 SG,3/16"AN 5 EQUAL LEGIBOX). �QENS
O c9 14 13/16"LIG:3116"AN CAP,AIRSPACE, 115"HS,.090"SG,119"HS 5 3 F �`
` uj I:' o
_
ULITE
_ / = 15 13/16"UG:3116"TP CAP,AIRSPACE, 1!8"HS,.0W"SG,118"HS 5® No.68705
// y �� SG=KURARAY SENTRYGLAS INTERLAYER BY GENERAL NOTES.................................................1
1CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1RULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL®PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS........2-4 •. ST.��UAL WITH PROVIEW WITH CUSTOM X2017 FLORIDA BUILDING CODE(FBC),8TH EDITION KURARAY AMERICA,INC.. ANCHOR QUANTITIES..........................................5-6S SASH SASH ASTM E1300 AN=ANNEALED INSTALLATION,FLANGE......................................7 �i� S'••�OR{DP.•''G���
-ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION HS=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG.................................B S ••• •• N
ALL S ES WI L SASH CONFIGURATIONS ARE APPROVED.SHAPES &ALUMINUM DESIGN MANUAL,ADM-2015 TP=TEMPERED INSTALLATION,INTEGRAL FIN............................8 '��/TONAL
MAY BE U INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING -AISI S10D-12 EXTRUSION PROFILES.........................................10
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE -RISC 360-10 A LYNN MILLER.P.E.
TABLES ON THE FOLLOWING SHEETS. ASSEMBLY&PARTS LIST....................................11 p,E.rr 68705
TABLE 2:
Bottom Sash sash Helght Design Pressure(Ibslftz)for Glass Types 1&2
Description Range(la) TIP to Tip Width
1x Given Ren9a 18, 26' 33' I 37• 1 41" 45' 49' 63.IT
24' Equal ate 12464 +85.0 -80.0 +65.0 1-80.0 +65.0 1 80.0 1+65.0 .80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 -80%_ +65.0 .0
Equal-lits 16.964 +65.0 -80.0 +65.0 40.0 +65.0 470.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0
31' Standard Prordew 12.994-15.963 +65.0 -800 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +65.0 '80.0 +65.0 -80,0 +65.0 80.0 GLA ACK
Shortest 12.464-12993 +65.0 800 +66.0 -80,0 +65.0 -60.0 +65.0 -80.0 +65.0 80,0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 118"AN GLAS 4-pproecd as camPMRS wtt6 tai
EquaHite 19.652 +65.0 Bao +65.0 80.0 +65.0 80.0 +65.0 .80.0 +650 80.0 +65.0 -80.0 +650 -80.0 +65.0 80.0 ,090'PVB p'bmids )+IdingC
Standard PrWew 15.944-19.551 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 BO.0 +65.0 -0O.D +650 -80.0 +65.0 -80.0 1/8"AN GLASS Date
38x18" Custom Size 15.131•15.943 +66.0 80.0 +650 -80.0 +65.0 80.0 +55.0 -80.0 +650 •80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 •f 30 Lvam1 a prodact Rtrol
Custom Size 14,131-15.130 +65.0 -BOLO +650 -80.0 +65.0 -8010 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80,0 +65.0 •60.0 26
Shortest 12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 -80.0 +65.0 80.0 +65,0 .80,0 +65.0 -80.0 1r2"NOM. l
Equal-ate 22964 +65.0 -80.0 +85.0 -80.0 +650 •80.0 +65,0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 -80.0 GLASS BITE
Custom Sae 20.131-22963 +65.0 800 +650 -80.0 +85.0 -80.0 +65.0 -80.0 +650 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR
Standard Prodew 18.594.20,130 +65,0 -80.0 +650 -80.0 +65.0 .80.0 +65.0 -80.0 +650 40.0 +65.0 -80.0 +65.0 -80.0 +85.0 $0.0 �7
461 Custom Size 16.131-18.693 +85.0 80.0 +65.0 -80.0 +650 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 .80.0 V' 75
Custom Size 15.131-15.130 +85.0 .80.0 +650 -80.0 +65.0 -80,0 +65.0 410.0 +650 .80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -50.0 °
Custom Size 14.131-15.130 +65.0 -80.0 +65.0 -80.0 +65,0 80.0 +65.0 .80,0 +65.0 -80.0 +65.0 .80.0 +65.0 -OD-0 +65.0 -80.0 34 '
Shortest 12464-14.130 +65,0 -80.0 +650 80.0 +65.0 80.0 +650 .80.0 +65.0 80.0 +65.0 -80.0 +65.0 .8D.0 +85.0 80.0 GLASS TYPE 1
EqueHita 24.984 +65.0 -80.0 +650 40.0 +65.0 -60.0 +65.0 -80.0 +650 480.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0
Custom Size 22.131-24.963 +65.0 80.0 +650 .80.0 +65.0 -80.0 +65.0 •80.0 +BSO .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0
Standard Prodew 20.194-22.13D +65.0 80.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 W = Y
49- Custom Size 19.131-20.193 +65.0 AO.o +BSD -80.0 +e5.0 -80.0 +65.0 -80.0 +65,0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 ] Le
Custom Size 18.131-18.131) +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -00.0 +65.0 80.0 +65.0 -80.0 1+65.0 1 80.D 1 � 0 gad
Custom Size 14.131-16.130 +65.0 80.0 +65.0 .80.0 +65.0 .80.0 +65.0 410.0 +65.0 -60.0 +65.0 -01).0 +65.0 -60.0 +65.0 -77.8 v V r V w
12464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 1+65,0 L-75.1 L� 13116"NOM. (7 N =1 e1°0 O
Equal4ite 25.777 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 460.0 +65.0 -800 +65.0 •8 5.0 I- GLASS STACK 0 � 4p
_Aawaso24.131-25.778 +65.0 -50.0 +65.0 -80.0 +65.0 80.0 +65.0 .80.0 +650 .80.0 +650 -80.0 +650 .0 +65.0 80.0 .090"PVB -1 O R W O
KVtandard Prodew 20.841-24.13D +650 -80.0 +650 -00.0 +65.0 -00.0 +65.0 480.0 +85.0 -80.0 +65.0 $0.0 +65.0 -BD. AIRSPACE Z LL
nCustom Size 20.131-20.843 +66.0 -80.0 +650 410.0 +65.D 80.0 +650 80.0 +65.0 •80.0 +no -60.0 +68.0 -80.0 +65,0 80.0 118"AN GLASS =L
F 50.Y8' 118"AN GLASS W
Custom Size 18,131-20.130 +86,0 40.0 +85.0 -80.0 +65.0 -80.0 +85.0 -80.0 +86.0 -00.0 +85.0 80.0 +65,0 -80.0 +65.0 40.0
Custom Size 16.131-18.13D +65.0 80.0 +65.0 8D,0 +fi5.0 80.0 +85.0 -80.0 +85.0 -80.0 +65.0 -80.0 +85.0 80.0 +66.0 -77.6 31 75 LU [s ¢ 0M0
Custom Size 14.131-16.130 +65.0 -80.0 +650 •80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80,0 +65.0 80.0 +65.0 •80.0 +65.0 -751 r 7 a N
Shortest 12464.14.130 +65.0 -600 +65.0 -80.0 +65.0 430.0 +65.0 •80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.9 Q�
5 R 5B 12"NOM. Z u� Z
Equal4ita 31.964 +85,0 •80.0 +5511 .80.0 +65.0 -80.0 +65,0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 410.0 +65.0 80.0 GLASS BITE 0
EXTERIOR lL
Custom Size 28.131-31.983 +65.0 -80.0 +850 40.0 +86.0 -80.0 +85.0 -80.0 +85.0 BD.O +65,0 80.0 +85.0 -80.0 +65.0 •77.8 j 0
Standard Pra,(w 25.794-28.130 +650 80.0 +65.0 -80,0 +65.0 -80.0 +65.0 80.0 +6,5.0 -W-0 +65.0 -80.0 +6.5.0 -BD.O +65.0 -739
Custom Size 24.131-25.793 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 470.0 +65.0 -TZ7 N
63" Custom Size 22.131-24.130 +650 .80.0 +650 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 *65.0 -78.8 +65.0 -70.5 70-73 ® S+ J
Custom Size 20.131-22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 4;0.0 +65.0 -80.0 +65.0 -80.0 +650 -77.1 +65.0 -68.4 @0 5B Z 111,13
Custom Size 18.131-20.130 +65.0 480.0 +650 40.0 +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0 •75.4 +65.0 88.5 GLASS TYPE 2
Custom Size 16.131-18.130 +65.0 40.0 1+650 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 1-80.0 +65.0 -77.1 1+65.0 -73.8 +64,7 84.7 LL g W Q
Shortest 13.184•-18.130 +65.0 -80,0 +66.0 80.0 +65.0 -80.0 +65,0 80.0 +66.0 1-75.9 +65.0 -71.8 +65.0 882 +523 823 p J o
EquaHite 38.454 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 465.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -73.9 ?
Custom Size 36.131.38.463 +65.0 80.0 +850 -80,0 +85.0 80.0 +65.0 80.0 +65.0 -800 +6.5.0 800 +65.0 -79.8 +65.0 -71.6 H Z
Custom Size 34.131•36.130 +65.0 80.0 +65,0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 +65.0 .69.4JQ EL N
76" Standard PrWew 30.994.34.130 +65.0 80.0 +650 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65,0 80.0 +65.0 -75.4 +65.0 86.5
Caston Size 30.131-30.993 +65,0 -80.0 +65.0 80,0 +65.0 800 465.0 80.0 +85.0 80.0 +65.0 -78.9 +85.0 -74.6 +55.0 85.6 epll asa0 sauag
Custom
Sha Sys 28.19Y.28130 +85.0 -880.0 +65.1) 80,0 +55.0 80.0 +65.0 -80.0 +65.0 75.9 +65.0 75.6 +65.0 88.2 +623 823 x111 Y LYN 1///
�pN•.... .,•/y�
Equala0e 42464 +85.0 780.0 +65.0 80,0 +85.0 -80.0 +85.0 -80.0 485.0 80.0 +65.0 80.0 +85.0 -77.8 +85.0 89.4 t••.• 1,tOENSF'••���
V. Custom Size 1 38.131-42463 +65.0 80.0 +65.0 -80,0 +55.0 80.0 +65.0 1-80.0 +88,0 80.0 +650 -78.9 1+65.0 -74.6 +65.0 85.6 Q•:• •,�
Standard PrWew 134.194•-38.130 +85.0 80.0 +65.0 80.0 +65,0 80.0 +65.0 1 W.0 +66,0 -76.9 +65,0 1-71.6 T+65.0 88,2 Z No.58705
-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIPTOTIPHEIGHT-49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 ��Q•• BT •'!(/�
•'•"LOR1OP.•'•G?��
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 1
101�NAV-
```
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FR WITHIN. TP--TEMPERED A LYNN MILLER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P,E.#5ST05
TABLE 3:
Bottom Bash Design Pressure(Ibs)R2)/or Glass Type 3
Description Sash Height
for Ghen Range Range On) To to Tip Width
18" 25" 33" 1 3 1 41" 45" 49" 531/8'
24" Equal-lite 12464 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 �J 13/18"NOM.
EquaNfte 16.964 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 $0.0 +65.0 430.0 +65.0 -80.0 +65.0 .80.0 +65.0 •80.0 I GLASS STACK
31" Standard Pra/ew 12994-15.963 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +6.5.0 430.0 +65.0 430.0 +65.0 $0.0 +55.0 -80.0 +65.0 -60.0 - .090"PVB
Shortest 12464.12.993 +65.0 .80.0 +65.0 -80.0 +85.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 AIRSPACE
Equal•lits 19.652 +65.0 -80.0 +65.0 $0.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 i/8•TP GLASS 116"AN GLASS pros B ddlm/CP�'�8 eqL
Standard Pro4ew 15.944-19.651 +65.0 -80.0 +65.0 430.D +65.0 $0.1 +85.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +66.0 -80.0 31 75 0� )
38318" Custom Size 15.131-15.943 +65.0 $0.0 +65.0 •60.0 +66.0 •80.0 +65.0 430.0 +65.0 430.0 +65.0 $O.0 +65.0 •80.0 +65.0 -80.0 i'
Custom Size 14.131-15.130 +65.0 430.0 +65.0 $0.0 +65.0 4311O +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -W.0 tllmi Dade Pmduel
Shortest 12464-14.130 +660 -80.0 +85.0 -80.11 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +650 -60.0 +65.0 -80.0 +65.0 430.0 5®OR 5B 12"NOM.
Equal-lite 22964 +85.0 -80.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0,0 +65.0 $0.0 +65.0 430.0 +65.0 -80.0 EXTERIOR GLASS BITE r
Custom Size 20.131-22963 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 $0.0 +650 430.0 +65.0 $110 +65.0 -80.0 +65.0 $0.0
Standard PmAew 18.594-20.130 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +650 -80.0 +65.0 $0.0 +65.0 -80.0 +650 -80.0
45" Custom Size 16.131-18.693 +650 $0,0 +650 -8D.0 +65.0 -80.0 +650 $0.0 +650 $O.D +65.0 430.0 +65.0 .80.0 +850 $0.0 70.73
Costen Size 15,131-16.130 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 430.0 +65.0 431.0 +85.0 $0.0 +65.0 -60.0 +65.0 $110 Si�OR 513
Custom Site 14.131•16.130 +65.0 -80.0 +65.0 430.0 +65.0 $0.0 +65.0 •80.0 +650 $0.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 3
Shortest 12464-14.130 +65.0 $0.0 +65.0 -80.0 +650 -8D.0 +65.0 $0.D +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0
Eqd-Ifte 24.964 +65.0 43D.0 +65.0 '-80.0 +65.0 43D.0 +65.0 $0.0 +650 4300 +65.0 -80.0 +65.0 .80.0 +65.0 $0.0
Custom Size 22131-24.963 +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 +65.0 -MO +650 -80.0 +65.0 -W.0 +65.0 430.0 +65.0 430.0
Standard Prada 20.194-21130 +65.0 430.0 +65.0 -80.0 +65.0 $0.0 +650 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 W
49• Custom Size 16.131-20.193 +65.0 430.0 +65.0 •80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 430.0 +65.0 $0.0 K
Custom Size 18.131-18.130 +65.0 •80.0 +65.0 .80.0 +65.0 $0.0 +650 .80.0 +65.0 .80.0 +65.0 430.0 +650 $0.0 +65.0 -80.0 w O nae
� ez Q
Custom Size 14.131•16.130 +650 430.0 +65.0 •80.0 +65.0 $0.0 +65.0 430.0 +650 $0.0 +65.0 -60.0 +65.0 $0.0 +65.0 -80.0 D N O W
Shortest 12484.14.130 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 430.0 N = °l°0 it O
EquaFllte 25.777 +65.0 $0.0 +65.0 -80.0 +65.0 430.0 +65.0 $0.0 +65.0 430.0 +65.0 430.0 +65.0 $0.0 +65.0 $0.0
Q (1
n Custom Size 24.131-25.776 +85.0 430.0 +65.0 �.0 +65.0 $0.0 +65.0 $110 +650 430.0 +65.0 $0.0 +65.0 430.0 +65.0 430.0 Q_j � �y W O
E Standard Pmlew 20.844-24.130 +65D 430.0 +65.0 $0.0 +65.0 430.0 +65.0 $O.0 +650 430.0 +65.0 $0.0 +65.0 80.0 +65.0 430.0 Z LL m� ' n
y6" Custom Size 20.131-20.643 +650 •80.0 +650 430.0 +85.0 $0.0 +65.0 $0.0 +85.0 $0.O +65.0 $0.0 +650 -80.0 +65.0 430.0 =W 11 R iE zz. TO r
Custom Size 18.131-20.130 +65,0 -80.0 +65.0 -60.0 +65.0 430.0 +65.0 430.0 +650 430.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 W Z umaap •oN
Custom Size 16.131-MAR +68.0 430.0 +65.0 -80.0 +65.0 -MO +65.0 430.0 +65.0 $110 +65.0 430.0 +65.0 -80.0 +65.0 430.0 _ � G W ^ Q 9410
Custom Size 14.131-16.130 +65.0 -MO +65.0 -80.0 +65.0 $0.0 +65.0 430.0 +65.0 430.0 +65.0 $D.0 +65.0 -80.0 +65.0 $0.0 2 "' 2
Shortest 12464-14.13D +65.0 $0.0 +650 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65,0 430.0 +65.0 •80.0 +65.0 $0.0
Equal•Ilte 31.984 +85.0 430.0 +66.0 -80.0 +85.0 $0.0 +65.0 -80.0 +65.0 430.0 +85.0 -60.0 +65.0 -80.0 +55.0 $0.0 r
Custom Size 26131-31.963 +%0 $0.0 +650 -80.0 +85.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 4300 ? O
Standard Pmlew 25.794.28.130 +65.0 430.0 +65.0 410.0 +65.0 430.0 +65.0 $0.0 +65.0 430.0 +85.0 430.0 +65.0 -80.0 +65.0 -W.0
Z M
tfal
Custom Size 24.131-25.783 +85.0 -80.0 +65.0 -80.0 +65.0 •60.0 +65.0 -80.0 +85.0 $0.0 +69.0 430.0 +65.0 -80.0 +85.0 430.0 ® $ W
63" Custom Sae 22.131•24.13D +65.0 430.0 1+65.0 -80.0 +65.0 410.0 +65.0 -80.0 +85.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 a, -1
Custom Size 20,131.22130 +65.0 410.0 1+65.0 410.0 +65.0 430.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 •80.0 +65.0 -78.0 (D hays
Custom Sae 18.131-20.131 +65.0 -80.0 1+85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •W.0 +65.0 -80.0 +65.0 430.0 +65.0 -75.8 �
Custom Sae 16.131-16130 +65.0 $0.0 +(15.0 -80.0 +65.0 $0.0 +65.0 430.0 +85.0 -80.0 +65.0 -80.0 +65.0 1-80.0 +65.0 -73.6 W Q
Shortest 13.194•-16.1311 +85.0 -80.0 +65,0 -80.1 +85.0 430.0 +85.0 430.0 +85.0 480.0 +86.0 -60.0 +65.0 •77.7 +65.0 -71.0 p J
80C
EWal4ite 38.464 +65.0 - .0 +85.0 •60.0 +65.0 -60.0 +65.0 $0.0 +66.0 $0.0 +65.0 4380
0.0 +65.0 •60.0 +65.0 - .0 VH Z
Custom Sae 36.131-38.463 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 410.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 $0.0 H =
Custom Sae 34.131-36.130 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 •W.0 +65.0 $0.0 +65.0 430.0 +65.0 -78.1 r d fD
76" Standard Pro4ew 30.994-34.130 +65.0 410.0 +55.0 430.0 +65.0 -W.0 +65.0 $0.0 +65.0 410.0 +65.0 $0.0 +65.0 -80.0 +65.0 -75.8 Q
Custom Sae 30.131-30,993 +65.0 430.0 +65.01 430.0 +65.0 410.0 +65.0 $11.0 +65.0 -80.0 +65.0 $0.0 +65.0 430.0 +85.0 -74.6 aN'1 'asap sauas
Custom Sae 26.131-30.130 +65.0 -80.0 +65.0 410.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80,0 +65.0 -727 `\t�1 ll,
Shortest 26.184•-28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 $0.0 +65.0 430.0 .65.0 $110 1+65.0 -77.7 +65.1 -71.0 `�. NY LYN..e.
Equal-lite 42464 +85.0 -60.0 +660 -80.0 +85.0 410.0 +65.0 -80.0 +65.0 •80.0 +65.0 410.0 +85.0 4311,0 +65.0 -79.1 �� •t�o'•LtCENSF,Y/
W' Custom Sae 138.131-42463 +65.0 -80.0 +650 -80.0 +65.0 1 -80.0 +65.0 430.0 +55.0 410.0 +65.0 $0.0 +65.0 -811.0 +65.0 -74.0 _ ` �;'• •';�ip
Standard PmAew 34.194••38.130 +65.0 -80.0 +65.0 -80.0 1+65.0 1-60.0 +65.0 430.0 +65.0 430.0 1+85.0 $0.D +65.0 -77.7 +65.0 -71.0 Ne.58705
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT 48.391
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEO,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.808 ��T•• S TE�F
s
1)TIP TO TIP DIMENSIONS SHOWN,FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. /S CONAL 1%'%%%'%%
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN-ANNEALED
III
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FITWITHIN. TP=TEMPERED A.LYNN MILLER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P,E,#58705
TABLE 4: TABLE&
Design Pressure 11 )forGlass Types 4.7 5/18'NOM. Deal n Pressure for Glass TvpB6 8.16 3116'AN GLASS 3/16"H3 GLASS
1`- GLASS STACK Bottom Steh Tip To Tip .090"SG .090"SG
0ottan Sash Sash Haight 71p To Tip 1!8°HS GLASS Description Sash HN9M Width 30 3l1OlASS 90 31 LASS
DeaoriWon Width .090'PVB Range(1n)
Ronas On) for Given RMWe 53.118•
for Given Raw 63118' 118•H GLASS xe 29
24' Equal4lte 12466 +65,0 -8D.0 3U 24" EqueFlOe 12484 +80.0 -110.0 LA NOM. 112"NOM,
Equal4ite 15.966 +65.0 -BOA25 Equal-lite 16.856 +80.0 -110.0 GLASS BRE GLASS BETE
12•NOM. 31" Standard ProMew 12.984.15.883 +80.0 -110.0
31• Standard ProMew 12894.16.63 +e5.0 -BD.0
EXTERIOR GLASS BITE Shortest ,2464-,2993 +80.0 -110.0 74 74
Shortest 12464.1293 +85.0 -80.0 �t,� 34 "pp-,w WD 'Lf@M1QY i?�
Equalalle 19.652 +65.0 -80.0 �Y 74 EglraMle 18.852 +80.0 -110.0 GLASS TYPE 8 GLASS TYPE 9 Fl. B�tlditK
Standard Pmdew 15.944.19.651 +66.0 430.0 Standard ProMew 15.944-19.651 +80.0 -110.0 pat e
38-3/B• Custan Size 15.131-16.&13 +86.0 -00.0 GLASS TYPE 4 38 18" Custom Size 15.131",6,943 +80.0 -110.0 11045
Custom Size 14.131-16.130 +80.0 -110.0 13118°NOM. 13178"NOM. ld nW Dade Pmdezl
Custom Size 14.131-15.130 +05.0 430.0 �- GLASS STACK �- GLASS STACK
Shorteel 12484-14.130 +85.0 430.0 Shaleet 12464-14.130 +80.0 -110.0
J 7116"NOM. E uaNtte 22,964 +840 -110.0 ,090'SG ,090'SG L»
EquBHBe 22966 +640 -80.0 'I GLASS STA q AIRSPACE AIRSPACE
Custom Size 20.131.2293 +80.0 430.0 Costen Size 20.131-22863 +80.0 -110.0 118°AN G /g^HS GLASS 1/B'AN GLASS 3/16"AN GLASS
Standard PloMew 18,S94-2D.130 +85.0 430.0 •090"PVB 3/18°AN GLASS Standard Pn1Mew 18.594-20.130 +80.0 -110.0 31 74 JR4
74
45" Custom Size 16.131-118.693 +65,0 43DO 30 311 GLASS 4S Custom Size 18.131-'18,593 +80.0 -110.0 Rcvs�WoR
Custom She 15.131-18.130 +85,0 -8D.0 Custom Sim 15.131-18.130 +80.0 -1140 ®S OR 6 GI12"NOM.LASS BITE E IGLASS BITE s
Custom She 14.131-15.130 +640 430.0 12"NOM. Custom Size 14,131-16.130 +80.0 -110,0 TE
Shortest 12484.14.130 +66,0 -80.0 EXTE 10 GLASS BITE Shortest 12464 14,130 +80.0 -110.0 /V~'
Equai4ite 24.866 +65.0 410.0 EquW4ite 24.684 +80.0 -110.0 70-73 70-73
Custom Size 22.131-20.93 +e5.0 43D.0 74 Custom Size x2.131-24.883 +60.0 -110.0 ®OR Standard PloMow 20.184-22130 +640 43DO 34 Standard PmMew 20.194-22130 +80.0 -110.0 S TYPE 10 ASS TYPE 11 0 OD
49" Custoun She 18331-20.183 +65.0 430.0 GLASS TYPE 5 49" Custom Size 14,3,-20.193 +80.0 -110.0 Lyl 3 [SA
Custom Size 16.131•18.130 +65.0 430.0 Custom Size 18.131-18.130 +80.0 410.0 73118'NOM. F� 13718•NOM. 9-a, 70 ^ail
Custom Size 14.131•18.130 +65.0 430.0 13116"NOM. ��n She 14.131-16.130 +80.0 -110.0 GLASS STACK GLASS STACK (A .--
Shortest 12484.14.130 +65,0 -80.0 GLASS STACK Shortest 12484.14.130 +80.0 -110,0 .O9D'SG .090'SG } alo0
EquaNite 26.7!7 +86,0 -80.0 .090•PVB Equal-Ilte 28,777 +80,0 -110.0 ARSPACE AIRSPACE Ve N Q p' Q
' 1/8"TP GLASS 1/8'HS GLASS 1/8'TP GLASS 3/7B"AN GLASS
n Custom Slze 24.131-25.778 +640 -0.0 AIRSPACE & Custom Size 24.131-26.778 +80,0 -110.0. 31 31 74 0 CO Z
F
Standard PmMew 20.841-24.130 +65.0 430.0 3N6• G 1!B'AN GLASS Sle3dard ProMeW 20.844.24.130 +80,0 -110.0 74 S 5$ W LOQ
8 Custom Size 20.131.20.843 +65.0 4340 31 74 1?50-518' Custom Slee 20.137-20.80.1 +fl0.D -110.0 ®OR ®OR 12°NOM. =111- n S2 v 8
50818" Custom Slze 18.131"20.130 +80,0 -110.0 12"NOM.
Custom Sim 18.131-20.130 +65.0 430.0 RIO GLASS BRE R30 GLASS BITE (,)U d O uro�
Custom Size 16.131-18.130 +85.0 430.0 R 12'NOM. Custom Slze 19.131•14190 +80.0 -110.0 1W'Z FS -! 'oN
Custom Size 14.131-16.130 +854 -Me E IDR GLASS BILE Custom Size 14.131-18.,30 +80.0 -110.0 42 OMO
Shortest IZ484-14.130 +65.0 430,0 L7 Shortest 12.464.14.130 +80,0 -,10.0 ^_ 70-73 ®OR 70.73 C .-. ~
F-queHtte 31.964 +es.o 430.0 70-73 EquaHlte 31.964 +BM -110.0 SDR GLASS TYPE 12 es�0 GLASS TYPE 13 z $ z
Custom Sirs 28.131-31.93 +85.0 430.0 ®OR 6 GLASS TYPE 6 Cosham Size 28.131-31.93 +3.0 "170.0
Standard Size
25.794-28.130 +85.0 430.0 Standard PM%(ew 25,794-28.130 +80.0 -110.0 Z LL
Custom Size 24.131-25.793 +85.0 430.0 Custom Size 24.131•25.73 +80.0 -110.0 13118'GLASS
NOM. I� GLAS13116"S
NOM. O
3• Custom Size 22131-24.130 +65.0 430.0 13118°NOM. 63" Custom Size 22.131-24.130 +80.0 -110.0 09 GLASS STACK - I GLASS STACK W
~- GLASS STACK Custom Size 20.131-22130 +80.0 410.0 .090'SG •090'SG ® �I J
Custom Saxe x.137•22130 +05.0 430.0 � AIRSPACE AIRSPACE
Custom Size 18.13,-20.130 *85.0 430.0 AIRSPACE •30,PVB Caston Sita 18.131-20.130 +80.0 .-110.0 3116'AN GLAS 1/8'HS GLASS 31117"TP GLASS 1/8•HS GLASS Z iaav5
Custom Slze 1&131.16.130 +65.0 -60.0 3/18'TP GLAS 1/B°AN GLASS Cosham Size 16.131-18.130 +80.0 -110.0 31 74 D7 74 y
Shortest 13.1941-18.130 +85.0 430.0 31 SMdpt 13.186•-16.130 +80.0 -110.0 �'1,, Q Q
Eg3al4ile 38.45 +66,0 -80.0 74 Equal4de 38.464 +80.0 -1140 ®5 OR 6 12'NOM. Y�"R 12"NOM, O Z m o
Custom She 38.131-38.43 +08.0 430.0 ®DR 12'NOM. Caston Slxa 36,131•38.43 +80.0 -110.0 O GLASS BITE 8%TERIOR GLASS BITE F _
Custom Size 34.131-34130 +85.0 430.0 GLASS BITE Custom Size 34.131-38.130 +80.0 -110.0 _
76' Standard Size
30.936-34130 +65.0 4340 12 76' Standard Prodew 30.894-34.130 +80.0 410.0 Q .0 to
Custom Size 30.131!.See3 +86.0 430.0 Custan Size 30.131-30.993 +80.0 -110.0 ®OR 5 70-73 ®OR 70.73
Custom She 24131-90.130 +85,0 430.0 7o-n Caston Slze ZB,131-30.130 +80.0 -170.0 GLASS TYPE 14 GLASS TYPE 75 silly asap sauag
®OR 5
Shortest 24186••24130 +85.0 430,0 GLASS TYPE7 Shortest 2e.194•-ze:,90 .60.0
E a245 +es.o -Bao Equal4ile a245 +so.o -1,D.o - �.� NY LYIVN4
5' Custom91ze 38,131.42483 +85,0 430.0 B, Cuelan 31ze 38.131-4243 +80.0 -770.0 •' 'ice
Standard PmMew 34.,Wi••38.130 +68.0 430.0 Standard Prodew 34.194'-38.130ENSF'•.�(
'MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 �* �No.58705
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 - =
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 -
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.81.18 ?USAY
;•
..RIORLDP,.•''qe
1)TIP TO TIP DIMENSIONS SHOWN,FOR INTEGRAL FIN AND EQUAL-LEO WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. j1�NAL 10�
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED �.
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WRHIN. TP--TEMPERED A.LYNN MILLER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED - P.E.16 68705
TABLE 6:
Anchor Quantities Required for tip to tip width
"Through-Frame"Installation 18 25 33• 3r 41' 45" 49" 53.118'
usinq Glass Tvves 1 7 Jamb Js Jamb Jamb Jamb Jamb Jamb
at R' 2 z d' K K K ¢ $ f g
Bottom Sash f
Sash Height m _ m m _ 3
brei n Range Range 11nI m + m m TABLE 68:
24" EquaWhs 12464 1 2 111 2 1 1 2 1 1 2 2 1 212 1 1212 1 2 2 1 2 2 Gkas Description(LJsted from Exterior to Inferior)
Equal-Ute 16.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 4.pprored>neomplyingsvlttedm
31" Standard Pm4ew 12.994.15.&13 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 AN,.090"PVB,1/8"AN F1or1d 8 filing
Shortest 12.464.12.903 2 2 1. 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,V8"AN Dnte
Equa1-Ute 18.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN wi Bpde Produd ntml
Standard PrWew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/8"HS
38-Tir Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3116"AN,.090"PVB,3116"AN
Custom Size 14.131-15.130 2 2 1 2 z 1 2 2 1 z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13116"LIG:3116"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN
Shortest 12.464-14.13D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13116"LIG:3118"TP CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN
Equawite 22064 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2
Custom Size 20.131-22.883 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Standard PrWow 18.594.20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
45" Custom Size 16.131-18.5!3 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 s
Custorn Size 15.131-19.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 14.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Shortest 12484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 312,2 3 2 2 3 2 2 3 2 2 rr�� CD Y
Equal4ite 24.864 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LU 3 rA
Cusum Size 22.131•24.853 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w O_ O xaa
Standard PmJew 20.194.22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 $ .•-
40' Custom Size 15.131•20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 U' C4
Custom Size 14.131•18.130 3 2 1 3 2 1 2.1 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Oj Z Z
12484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 Z 11
LL ' O
Equal-Gte 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 =uj
ze
14,131,25.778 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 U U C3rp 0 d
Standard PmJew 20.844-?4.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ED Z Q
_n Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W to G Ohio
60518 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p z Z
Custom Size 16.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 c1 W
Custom Size 14.131-16A30 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 23 2 2 3 2 2 - U J a-
m LL
Shortest 12464.14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 9 2 2 3 2 2 3 2 2 j Q 0
Equal4ite 31.984 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 _ u7
Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ® q�q?? w
Standard PmJew 25.794-28.136 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 ii U
Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z Z 1°aqS
63" Custom Size 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 N 7
Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 113 2 2 3 2 2 3 2 2 3 2 2 3 2 2 tai 2 1- -y-S
Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O Z Custom Size 18.131-15.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 v J EquaKde 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ¢Custom Size 36.131-36.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 apt
Custom Size 34.131-38.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2
78" Standard ProJaw 3D.1194-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 .�`�t yI LYNN4,
Custom Size 30.131-30.093 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ��,�oN......,JN4,
Coelom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 `� �i
'�10ENSF
Shortest 28.194'-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2121413 2 ` Q=' ';�`�
Equawile 42.480 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,
84" Custom Size 78.131 41314 3 4 1 3 4 .1 3 a t 3 4 2 s 4 2 3 4 2 3 4 2 3 4 2 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _*J No.58705 1• �,=
WINDOW SIZE.
Standen[Prwiew 34.194-.38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 11 4 .
"MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. _ �J t Iavz
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 O A OF !(�
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.808 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE '',,F(ORIOP,.•'
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. ,�'7SS7ONAL
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAMMUM POSITIVE DESIGN I 0/I 1 1 1 1111
PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E.
P.E.q 58705
TABLE 7:
AnehorQuantlUes Required for Tp to Tip Width
"Throegh•Frame"Instellatlon 18" 1 25' 33' 1 3T' 1 41- 46' 48" 61118'
us[nA Glass TVPea 8-16 Jamb y� Jamb Amb Jamb Jamb far Jamb Jamb Jamb
CC Cf
Bottom Swh Sash
for Ghon Range
Ran a(in)
u Qi m yy p
Dose ption �) 2 3 x x 3 x
d8 m m TABLE 7B:
24° Equri4ite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass
Equal-lite 15.984 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Description(Listed from Exterior to Interior) Mplosdr ^��
31" Standard Prodaw 12884-15.883 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 8 3/18"AN,,080"SG,3116"AN Dale
Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2
Equal-lite 18.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3/78"HS,.090"SG,3116"HS
Standard PrWew 16.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 1212 2 2 2 2 2 2 10 13/16"LIG:118"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8"HS
38.11x" Custom Size 15.131.15.943 2 2 1 z z 1 2 2 1 2 2 2 7-2 2 21212 2 2 2 2 2 2 11 13116"LIG:118"AN CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 1
Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 21212 2 2 2 2 2 2 12 13116"LIG:118"TP CAP,AIRSPACE,118"HS,.090"SG,1/8"HS
Shortest 12454-14.130 2 2 112 2 1 2 2 1,2 2 2 2 2 2 212121212, 2 11 2 13 13116"LIG:1/8'TP CAP,AIRSPACE,3116"AN,.090"SG,3/18"AN
Equal-lite 22964 2 2 112 2 1 2 2 t 2 2 z 2 2 2 2 2 2 2 3 2 2 3 z 14 13116"LIG:3116"AN CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS
Custom baa 20.131-22.883 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 15 13116"LIG:3/18"TP CAP,AIRSPACE, 1/8"HS,.090"SG,118"HS _
Standard Prodew 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2
45" Custom Size 16A31-18.693 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 0 .
Custom Sae 15.131-18.130 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 3
Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Shortest 12464-14.130 3 2 113 2 1 3 2 1131 2 2 3 2 2 3 212 3 2 2 3 2 3 m
Equal-Ilte 24.984 2 2 112 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 W 3 YA
Custom Size 22131-24.683 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 > w O O •nay
Standard Prodew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 p D7
48' Custom Size 18,1311-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 }n slop 0 Q
Custom Size 16.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 U 04 O
Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 `'' co C
H
Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z LL m m g W O
Equal-fite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 =W R¢ v 4B r
a Custom Sae 24,131-25.778 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 31212 3 2 W U p2p1 ® J uMoiO .aN
F Stordard Prmlew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 Z V'
F J DMO
F fie„ Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 O� � F
Custom Size 18,131-20.13D 3 2 1 3 2 1 3 2 113 2 2 3 2 2 3 1212 3 2 2 3 3 3
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 113 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Z ... Z •-'
Custom Sae 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 LL
m LL
Shortest 12.484-14.130 3 2 1 3 x 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Q Q
Equal4ito 31.864 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 m = y O
Custom Sae 28.131-31.983 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® J F.•
Standard Proiew 25.794.28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Z
Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 313 3 3 7aag5
83" Custom Sae 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 ti' �
CY
Custom Sae 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 1Qi
Custom Size 16.131•20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 O Z Q O
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 U =
Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 212 4 2 3 4 2 3 V J Z
Equal-lite 38.461 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Q Q
Custom Size 38.131-38.463 3 3 1 3 3 13 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 any •osaD saua5
Custom Sae 34.131-311130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3
76" Standard Proriew 30.894-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 31t11�(1LYN77//7'.
Custom Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 \�0�•,•••••d,
Custom Sae 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 ��
Shortest 28.194•-28.130 4 2 1 4 2 114 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 ` � ,• VIOENSF'•.
EquaNite 42.484 3, 4 1 3 N34
4 1 3 4 2 3 4 2 3 4 21314 3 3 5 3 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ` ,• '.•
84° Custom Sae 36.131-x2483 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3_4 5 3 SUBTRAC71"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE NC r�7�
WINDOW SIZE. =*: '*
Standard Pnstiew 34.194•-38.130 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 { 3
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-48.381 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. =b ' (r_
MNIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 p g
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE ?O '•,• F ;�((/
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. �s'•.FZORIDP,.•'��`\��
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN 2/;S,10NAL E?
PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LJ�1c IuIILl�14�P.E
P.E.#58705
INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EDGE DISTANCE _ ____ SEE NOTE 2,THIS SHEET.
ANCHOREDTHROUGH r T -- r , EMBEDMENT EMBEDMENT
FRAME INTO 2X WOOD i �+--- 1/4"MAX SHIM 114'MAX SHIM -+{
FRAME OR BUCKSTRIP. U EMBED- �- I SASH VISIBLE 17 I a EDGE
SEE NOTE 2,THIS SHEET. 1 IME.N I 1 , 4 •° DISTANCE
I_ EDGE LIGHT WIDTH ¢�+oamd dings Bw•I1L Im
L— DISTANCE
m 1�k
114"MAX SHIM 19 �0"
FIXED VISIBLE D2do Pro.091
27 L-- - ----1.--J LIGHT WIDTH •°
SEE TABLE 1
1 NOTE B,FOR °••
18 HEAb TYPE .
30
TYP.ANCHOR TYPE, 44
FIXED EMBEDMENTAND
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE
HEIGHT TABLE 8. 31 R 68 `I '
TIP TO TIP WIDTH TYP.ANCHOR TYPE, _
32 EMBEDMENTAND CO
TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER ul Y
45 EMBEDMENT AND EDGE SUBSTRATE,SEE
TABLE 8.
DISTANCE PER SUBSTRATE,
14
SEE TABLE 8. —►{ 1/4"MAX.SHIM >•n aI°0 O
I N Z
VISIBLE LIGHT FORMULAS: 0
48 55 DADE APPROVED MULLION,FBC O O W z
(SHOWN FOR HI RISE SILL;SEE
COMPLIANT ALUMINUM/STEEL FRAMING U- O
43 OR STEEL STUD.MAY BE VERTICAL OR SHEET 8 FOR STANDARD SILL) =W O o -a n
TIP 1a HORIZONTAL.SEE SUBSTRATE WIDTH U L) d ®- umoi
TO USE EITHER 1 PROPERTIES,TABLE S. @ SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" Z D; J p --N
W Q
HEIGHT SWEEP
MIDSPAN OR 2@ HEIGHT(EQUAL-LITE) > 1 j
BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73" O Z Z
INSTALLATION 0
SASH HEIGHT(PROVIEWI z LL
VISIBLE OPTION 4 @FIXED LITE:TIP TO TIP HEIGHT2+3.78" O
LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT2-11.93" x z N
HEIGHT FRAME INTO METAL ® O
HEIGHT(CUSTOM SASH)
( FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" �tr z V 7aa45
@SASH:SASH HEIGHT-4.60" N W
EXTERIOR TABLE 8: C j X Qp
10 33 q r ` Substrate Mn.Edge Min Embedme NOTES: z z rz
15 uthem ne 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON v j
OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q g CO)
42 SILL SHOWN.SEE 18-8 or 410 Aluninum,6063-T5 n in. 8 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF al�r� •asap saua5
1"WEEP SHEET 10 FOR A36 Steel 8" 0.063" THE WINDOW.
NOTCH AT STANDARD SILL. SSS ``1111 I I 1 I//
EACH END s " 0•0a 6 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ������
1/4"MAX• B.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE �� ��•••-•'•NM/ ���
SHIM Concrete(min.3.35 kS 1" 1-3/4' CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS OPTIONAL �\ '��'•V\CENSE'•.��
1/4"410 SS '2--r/2" •' .Fp%
CreteFleX UngfO C 9O) /4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q.
P.T.Southern Pine SG--0.55 1" 1-3l8" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS _*: No,58705
(WHEN USED)SHALL BE DESIGNEDTO PROPERLY TRANSFER -
NO ANCHORS Concrete(min.2.85 ksl) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND -
REQUIRED IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORXOF FLANGE OR Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1l4" � �UItrCon ARCHTfECTOF RECORD.
EQUAL-LEG P.T.Southern Pine SG=0.55 1" 1-318' 3)VISIBLELIGHTWIDTHORHEIGHi(ALSOREFERREDTOAS '��1� F�ORIDP,.•'"N�`
FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ••••••• G``
° B)USE ONLY FLATHEAD ANCHORS IN JAMBS,PANMDAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING.
i
EXlFLAT HEAD IS ////ss//ONAL 1111``
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD.
C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E.
P.E$58705
INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1 X
EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION I _ ______ SEE NOTE 2,THIS SHEET.
ANCHORED THROUGH r T--- T---1 EMBEDMENT
FRAME INTO 2X WOOD EMBEDMENT
FRAME OR BUCKSTRIP. 1/4"MAX SHIM 1/4°MAX SHIM a
SEE NOTE 2,THIS SHEET. O EMBED- 1 SASH VISIBLE 17 I °
EDGE
MEP(T EDGE „ LIGHT WIDTH DISTANCE APavdsIII' w111fi
Lh. �L DISTANCE •I a fl�°u6
1/4"MAX SHIM 16 HOA#
FIXED VISIBLE p /� MD�kPrnd
———— EE LIGHT WIDTH a °
SEE TABLE r. —
3 3 NOTE B,FOR .
30
16 HEAD TYPE
TYP.ANCHOR TYPE, 44
FIXED EMSEDMENTAND `
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE I 31 5 R@ — _
HEIGHT TABLE S. 6
32 T BUCK WIDTH TYP.ANCHOR TYPE,
EMBEDMENTAND ci Y
TYP.ANCHOR TYPE,
EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER > z
SEE w O "aa
45 EMBEDMENT AND EDGE SUBSTRATE, W
fn PER SUBSTRATE, TABLE 8.
SEE TABLE 8. } aiop O
—►{ 1/4"MAX.SHIM VISIBLE LIGHT FORMULAS: p N
Z
46 55 I (SHOWN FOR HI-RISE SILL;SEE -1 p Z o
SHEET 9 FOR STANDARD SILL) Z U- m m ' O
DADE APPROVED MULLION,FBC =Lu �°a AB
14 r�
BUCK 13 OMPLIANTALUMINUMISTEEL FRAMING WIDTH U Q
HEIGHT USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR ®SASH 8 FIXED UTE:BUCK WIDTH-4.12" Z J OhioSWEEP LATCH® HORIZONTAL.SEE SUBSTRATE o W '•' Q
MIDSPAN OR 2PROPERTIES,TABLE 8, HEIGHT(EQUAL-LITE)
BOTTOM LOCKS BUCK HEIGHT/2-3.23"
INSTALLATION c0
SASH HEIGHT(PROVIEW) U.
VISIBLE EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHTM+4.28° Z O
LIGHT LEG/BOX ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" Z 0 Co
HEIGHT FRAME FRAME INTO METAL ® J
SHOWN HEIGHT(CUSTOM SASH) O W
@FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55° Z 0? 7aag5
@SASH:SASH HEIGHT-4.60" N X
EXTERIOR TABLE 8: C :3W
a12 33 Anchor Substrate Min.Edge Mintance .Embedment NOTES: rz
15 P.T.Southern Pine(8(3=0.55) 9/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON J N
OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q Lu
42 'SILL SHOWN.SEE 18-8 Or 410 Atllrrdnum,60tH-i5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF an!1 •asap sauag
1"WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW.
NOTCH AT STANDARD SILL. SS Screw - 111 I I I I f f
EACH END Steel Stud,Gr.33 ndn. 3/8" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �.�`ANY LYN/y
1/4"MAX. Concrete min.3.35 ksi) 1" 1-3/4" 8.ALL WOOD BUCKS LESS THAN 1.10 THICK ARE TO BE \
y-SHIM 1/4"410 SS ( CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL `��1��•''L)CENSF
�L UngroUted CMU,(ASTM C-90) 2-1/2" 1-114" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
CreteFleX P.T.Southern Pine(SG=0.55) 1" 1-318" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER 1X AND 2X BUCKS ;NO ANCHORS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER N0.58705
Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ANDREQUIRED —
FLANGE OR ° 1/4"steel UngfOUted CMU,(ASTM C 90) 2-1/2" 1-1/4" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR _10
EQUAL-LEG UUacon ARCHITECT OF RECORD. 17 (� OFD ((/
FRAME SILLS P.T.SourilemPine SG--0.55 1" 1-3I8" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS
r��� "IORIDP,.•'••�t'��
• • ' A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ri ss� •"" NG��
8)USE ONLY ALLOWABLE FOR HEAD ANCHORS
THE HEAD.BS PANFHEX/FLAT HEAD TYPE IS �� ONAL
VERTICAL SECTION B-B C)"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E.
P.E.#68705
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
I DISTANCE J} DISTANCE
�+- EMBEDMENT i II rnl
EEDGE U
DISTANCE 114'MAX SHIM _. 1/4"MAX SHIM
5 SASH VISIBLE 17 4plvanlr• el6YUn
LIGHT WIDTH .
EMBEDMENT Dstm S
18 HfPMl�"
27
1/4"MAX. EMBEDMENT (.jFIXEDISIBLE2 SHIM I WIDTH I 30 18TYP.ANCHORTYPE,EMBEDMENTAND EDGE
FIXED DISTANCE PER SUBSTRATE,VISIBLE SEE TABLE 9.
LIGHT
HEIGHT 31 R@ 5
r BUCK WIDTH 00
32 TYP.ANCHOR TYPE, W � Y
HORIZONTAL SECTION C-C EMBEDMENT AND EDGE > {2�
45 DISTANCE PER SUBSTRATE,SEE 7=0
45
DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) } e O
COMPLIANT ALUMINUM/STEEL FRAMING Vr N i x
UWQ
14 1!4°MAX.SHIM OR STEEL STUD.MAY BE VERTICAL OR O r Z Z
HORIZONTAL.SEE SUBSTRATE X
PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: zLLc$ 14 � Wi rzg
' (SHOWN FOR STANDARD SILL;SEE =Ail `" '90 Zi erg
BUCK 13 SHEETS 7 OR 8 FOR HI-RISE SILL) CJ U Y J um a
HEIGHT 83 USE EITHER 1 #10 OR 012 STEEL WIDTH
LU �. a ¢ Ewa
SWEEP LATCH SELF-DRILLING > F"
MIDSPAN OR 2 48 66 @ SASH 8 FIXED LITE:BUCK WIDTH.4.12"
BOTTOM LOCKS SMS(G5),SEE TABLE 9. Z . Z
SASH HEIGHT(EQUAL-LITE)
VISIBLE BUCK HEIGHT/2-313" j O O
INSTALLATION = V 0
LIGHT HEIGHT(PROVIEWI
HEIGHT OPTION 7 @FIXED LITE:BUCK HEIGHT2+428" ® J W
ANCHORED THROUGH @SASH:BUCK HEIGHT2-11.43"
LINTEGRAL FIN INTO METAL Z X IaaVS
Z
HEIGHT(CUSTOM SASH) �j W
STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.65" LL LL
EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60" O Z J S
S 33 PREVIOUS SHEET FOR OPTIONAL (W7
v
1"WEEP 42 HI-RISESILL Q I.-
N
NOTCH AT
TABLE 9:
EACH END apt •osap sauce
1!4"MAX Min.Edge Min. NOTES:
SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE \� 0�1•,-,,,•
K LYNN
2-1/2"x.113"Box Nail P.T.Southern Pine(SG=0.55) 5116" 2.436 ANCHORS LISTED ON TABLE 9.FOLLOW \` ��`,•'•CEN
- 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.436 L) SF '
EMBEDMENT AND EDGED LIMITS.ANY Q�: •,(n�
INSTALLATION OPTION SHOWN MAY BE USED No.58705
2-1/2"x.145"Rooing Nail P.T.Southern Pine(SG=0.55) 3/B" 2.436 ON ANY SIDE ORTHE WINDOW.
TYP.ANCHOR TYPE, 2.1/2"x.145"Rooin Nail P.T.Southern Pine SG=0.55) 3/8" 2.436
EMBEDMENT AND EDGE EDGE DISTANCE g ( 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -O '
DISTANCE PER SUBSTRATE, _� P.T.Southern Pine(SG=0.55) V2" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS
SEE TABLE 9. #10 Steel Trusshead Screw o
0.125"Aluminum,60630�
75 min. 6/18" 0.125 MEASURED FROM BEADING TO BEADING. ��
EMBEDMENT '•, ST E ��:
(SCREW SHOWN) #12 Steel,18.8 or 410 SS i CORIDP.••'
0.059'A36 Steel 5/16" 0.05
VERTICAL SECTION D-D Spm 0.046'(18 Ga)Steel Stud,Gr.33 min. 5/16^ 0.045 � S,0NAL
A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
A LYNN MILLER,P.E.
P.E#58706
2.560" 3.185" 2:060" --�
2.840"
2.848". T
T
�+-- .062" 1.125" "
2.648" .062" .062' .052
2.112" 1 2.724" 2.724" 2.724"
1.489" T 1.125 �+-- F1 ProCI
v Bylilidt Plying wlln tlw
.062° .082" .062" .98T' Oetc
1
MIM I Carie ProdttR
tO FLANGE FRAME HEAD OHI DGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O IINATE RAL FIN FRAME O EQUAL LEG FRAME JAMB '
2.798• 2.798• 2.798" •-►� S
2.798" -+{ 2.798" 2.798•
3.008" W
H O O nay
2.841" 3.466" 2.341" 3.508" 4.133" w
062• osr psr osr osz oe2" I,-
(9 Q a'°°
O
-T.it Z U m W o
=0 d �
1 125• FLANGE FRAME SILL 1'1 EQUAL LEG FRAME W U m O i J M0B'O •°q,
7O FLANGE FRAME SILL O EQUAL LEG FRAME SILL 10 HI-RISE 12 SILL HI-RISE 1••'W JQ °MO
OINTEGRAL FIN FRAME SILL tt INTEGRAL FIN FRAME Z Z
2.273• -� SILL-HI-RISE S v
(D LL
-�•{ 1.300" .120" 2.273" -� j O
,170^� SILICONE _
STRUCTURAL HOT-M6"NOM.YL ® •'
POLYISOBUTYLENE 1/4'NOM.
STRUCTURAL 3N8"NOM.
2.772" T} y,BTM SILICONE Z laavS
2211" 2.105" •062" I DESICCANT FOAM WITH 0 y
DESICCANT Z
2.150" 1.235" U- O
^D .002 A EXT.GLASS Q z 7 0
EXT.GLASS
fY =
I �••' 1.300• INT.GLASS INT.GLASS ¢ X y
.082^ 1.300• �•�- 1.300" LLl
TMto
SASH BOTTOM RAIL- 70 KODISPACE 4S0 TPS 71 SUPER SPACER®NXT Tall1L •asap saua5
SASH TOP RAIL a FIXED MEETING RAIL is to SASH BOTTOM RAIL t7 SASH SIDE RAIL
HI-RISE
QNY LYNAV
ALUMINUM POLYISOBUTYLENEt
CANT FILL
REINFORCEMENT �10ENSF'•,4�
L� 1.446" III��,------••• III���... SEAL5/18'NOM.
.040"� -�•834" 485" •81T l -x'.498" I ROLL-FORMFDLICONE SEAL _*,. No.58705
1.522 I_� I_1
ezr BUTYL 8 STAINLESSNT
.040` ,813" .802" .802" ° IT .802" OESI F J 61 (x a 1 D
EXT.GLASS M.
GLASS �O:kN, SAT F lV�`
-�•� 1.370" �+- .070" .070• .045" j�-7: .050"
INT.GLASS ���s •F1ORIDP,.•'G�=`�
.GLASS
Lto HEADR to SASH STOP COVER CHOR ®IG BEAD se IG SNAP BEAD Q 5118`LAMI BEAD 27 7/18"LAMI BEAD n //S1ONAL
11 1I I I I 1111\\\\
72 DURASEALm SPACER 73 XL EDGE SPACER
A LYNN MILLER,P.E.
P.E.#58705
TABLE 11:
Item PGT Part# Description Material 51 ASSEMBLY DETAILS FOR
FLANGE FRAMES
001 Head,Flange UM' 063- (OTHER FRAME TYPES SIMILAR).
2 824017 Head,Integral Fin Alum.806378
3 624028 Head,Equal-leg Alum.6063-T5 a
4 824OD4 Jamb,Flange Alum.6063-T8 4
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1
Alum.6063-T6 51 °ppr°v`C n`um{�Syla6wNa rb+
6 624020 Jamb,Integral Fin BpidM
9Jamb,Integral Fin(Used ForAltemale Radius Top Head) Alum.8083.752 lasre
8 624031 Jamb,Equal-leg Alum.6063-TB p p
6A Jamb,Equal-leg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD
7 624002 SRI,Flange Alum'608378 INTERIOR L
i�
8 624018 SRI,integral Fin Alum.606376 41
9 624029 Sill,Equal-leg Alum.
6053-76 JAMB
10 624003 SIII,Hi-Rise,Flange Alum.606378
11 624019 Sill,HI-Rise,Integral Fin Alum.608378
12 624030 Sill.HI-Rise,Equal-leg Alum.6083-TO 4 14 a
13 624006 Sash Top Rall Alum.60D5A-T81
00
INTERIOR
14 624005 Fixed Meeting RallAlum.6005A-T61
15 624012 Sash Bottom Rail-Hiai(se Alum.8063-T6co,16 624068 Sash Bottom Rail Alum,608378 JAMB W N Baa
17 624007 Sash Side Rail Alum.6063T6 FIXED MEETING RAIL o W} 0
$
18 624051 Head Anchor Cotler Alum.6083-78 n +oo to .-
19 624015 Sash Stop Vum•6063-TS (9 N a a0
25A I 824009 1IG Bead Alum.606345 0 3 812 z o
258 624011 IG Snap Bead Alum.608315. LL g m 9 � ' n
28 624013 511W Laml Beading Alum.6063-TS =tL R2 d RMa
27 624025 7/16"Lama Beading Alum.608378 SASH BOTTOM RAIL U C.) d ®� � o
30 81P247 Glazing-Bead,Bulb Vinyl for#824023 Vinyl SASH WLU
31 61P248 Glazing Bead,Bulb Vinyl f0r#824009󉋋 Vicryl 4 SIDE 16 n> ►-
32 724046--§weep Latch(@ Top Rail) Cast Zinc RAIL Z 8 3.
33 624049 Bottom Latch(@ Sill) Alum.BD83 Tt3JAMB c� U.
�
34 Setting Block(1/8"X 112"X4") Neoprene j -u O
35A IG Setting Block(118"X314"X4') Neoprene = F
358 724014 IG Snap Setting Black myi
36 724044 Bottom Rail WeatheStriP Extension Z W +says
37 724053 Sill Gasket Polyethylene
38 724054 Sash Top Reil Gasket Polyethylene 37 IX
39 724055 Sash Bottom Reil Gasket Polyethylene 0 U c'
40 724057 Head Gasket Polyethylene 1
g .6
41 724083 Meeting Reil Gasket Polyethylene INTERIOR ¢ m rn
42 61220D Sash Bottom Rail Bulb Vicryl Polyethylene _ 39
43 Weatherstrip,.270'x.187",Fin Seal(Q MR)
44 67S16G Weatherstrip,.170"X.270".Fin Seal(@ Sash Side RaiD
45 Weatherstrip,.179'X.187",Fin Seat(@ Top Sash Rail)
46 16ries Balance with Co%er&Trlm Rgid Vinyl Y LYIN1 Ar/I�TABLE 10:MATERIAL PROPERTIES USED NSILL
51 781PSQX #8X1"PH SMS(Assembly)
Stainless Steel b1 FOR ANCHORAGE CALCULATIONS: ��='t�;.•'VtCENSF''•�1��
55 7834AA #8 X 3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.Fv Min.Fa ;
63 Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi _* No.b6705
70 Kommeding Kodispace 45G TPS INTERIOR 18-8 Screw W ksl 95 ksi.
See Sheet 410 Screw 90 ksi 110 keiWAII
Or-
.71 Quanex Super Spacer nKr 4/
Quanex reseal Spacer
matedals 51 Elco UlhaCon� 155 kei 177 ksi ��O'•,
72 Ou
73 Cardinal XL Edge Spacer NOTES: 410 SS Eloo CmteFlex® 127.4 kai 189.7 kei %��'•.,F(ORIDP.•'' \?�
74 Dow 791,898 or GE 7700 Backbedding Silicone 6063-T5 Aluminun 18 ksl 22 ksi
1)ALL CORNERS TO USE GASKETAND/OR SEALANT. 6,36 Steel 36 kei 58 ksi
i,,�ONAL 11N
Gr.33 Steel Stu! 33 ksi 45 ksi
2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E.
P.E.#58705
l
/1/2020 Florida,Building Code Online
VA
BCIS Home Log In User Registration f Hot Topics Submit Surcharge ( Stats&Facts, Publications Contact Us SCIS Site Mapi} Links Search
Florida
Product Approval
USER:Public User r
Product Approval Menu>Product or Application Search>PP_plic7APP
n petal)
4 FL#
Application Type
Code Version
Application 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 (:jiice,
es
Address/Phone/Email gy Drive
FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com .
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
irosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Miaml-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 11/15/2017
Date Validated 12/05/2017
Date Pending FBC Approval
hfps://www.floridabuilding:org/pr/pr app dU.aspx?param=wGEVXQwtDquaucolwmuGthIFAQLKHcHzTlmWEcDQKrEp/o3d 1/2
L
5/1/2020 Florida Building Code Online
Date Approved 12/09/2017
•
Summary of Produ
FL# Model,Number or Name Description
261.1 Mullions for All Doors and Windows uminum Mullions
Limits of Us 1 ertification Agency certificate
Approved for in HVHZ:Yes FL261 R11 C CAC 1706 0 .pfd
Approved for use a HVHZ:Yes i AssuranceQntract Expiration Date
Impact Resistant:Yes 05/26/2021
Design Pressure:N/A Installation Instruction
Other:Please see Miami-Dade County Notice of Acceptan FL261 R11 II 17063001.pdf
(NOA)for product performance information,and mullion cl Verified By: Miami-Dade BCCO-C
anchorage details. Created by Independent Third Pa
Evaluation Reports
ird Party:
Back Next
Contact Us::2601 Blalr Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Q vright 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 mall.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 emalls
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 hff_e_•
Product Approval Accepts:
Em
i
https://www.floridabuilding.org/pr/pr app_ U.aspx?param=wGEVXQwtDquaucolwmuGtbiFAQLKHcHzTlmWEcDQKrE%3d 2/2
M IAM!•DADE MLAM-RADE COUNTY
EST, 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) www.miamidade.¢oy/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 approve es ed herein, and has been designed to comply with the Florida Building
Code,including the Veloc' H cane Zone.
DESCRIPTION: S 'es"PGT"Cli ped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOC NT: Dr ' g No. 630031, titled"Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 5, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, 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.
LABELING: Each unit shall bear a permanent Iabel 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.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0218.03 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 Jorge M.Plasencia,P.E.
NOA No.17-0630.01
M LAMw'AD C N7Y Expiration Date: May 26,2021
pproval Date: November 09,2017
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
I. 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 clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
.PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6a' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge K Plasencia,P.E.
Pduct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: p
NON-IMPACTOR LARGE AND SMALL
1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENERAL NOTES
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTIONS
ELEVATIONS-____I
FIGURE t 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD....._.._.._..2 a
MULTIPLE OPETNG WIDTH FOR VERTICAL MUL�L ARCHES TOSS MULL TO 1X&MASONRY——-2
MULLIONS IN&MBEI)Nstm HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL jNsTAuATtoN NOTES 2
.ETAURECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO 3
1
3)THE ANCHORAGE METHODS SHOWN HAVEBEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLT0STEEL SM
MULL TO MIAL-_0 3
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.I./ift THE Ila STRESS INCREASE WAS NOT USED ALTERNATAT)
1!CLIPS.... .-_. 4 in
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL.INSIALLA11M------4 z
I X2 X.126 MULL SPECS._—a 0 x
I X 2 MULL SPeCS--
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X276 XX.376.3715 MULL S._.-6 7 Uj
INSTRUCTIONS. I X 2.18 X.96 MULL SPECS--8
I x 3.125 X.600 MULL SPECS___9 L
6)USE THE COMBINED VIROTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.126 MULL SPECS.___10 Ul 0 0
ATHRUG; & co
SEED ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X4XX5TUBEMULLSPECS.11i F- m'
SHEETa 2-4 ATHRU ; 11 X 4 X.376'r MULL SPECS_. UJ
Z. ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE.LOWEST DESIGN CD
SHEETS 12,5 X 3.188 X 266 MULL SPECS.-I 2 z
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. i 26 3.25 X.100 AM SPECS_.13 NG PECS-_14 Z
V1 IT. H Kr 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THETABLE(S� i25X3.S4X.624MUUl_SPEM_I6
U. m cl
Lo M 2 X 4 X J6 MULL SPEM._18 z
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD SUCKS BY OTHERS,MUST 2X OX 25 MULL SPECS..-._17
42BX 251 X.125 MULL SPECS-18 <L L No
SHEET 3 STRUCTURE, :� cl)
SEE DETAIL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE S -ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT SAY Z'm U,
46'X 325 SAY MULL
REACTIONS. MULLION A CLIP DIMENSIONS--21-23
EXAMPLES I&2...„........»..._..._24 Z C)
FENESTRA17ON 8)REFERENM-TEST REPORTS:FTL-6443;ELCO ULTRAOONIAGGRE-GATOR NONE LOADING EXAMPL _ --- 25 V -JI
PRODUCTS MAY a)
SE OF ANY TYP 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUSTSE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
BYPGT. PGIT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 0
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE WHEA
SEE DETAILS w
HCRIZ.ONTAL A-D.GA. 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
I'Au SHEETS 24 WIDTHIREIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED
GTH HORIZ01frAL as campto with the Fladda
I
Budina
LEE .INSTRUCTIONS: "oil"og. 17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGU S: 1)DETERMINE THE DESIGN PR SURE REQUIREMENT QBSIFPI FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Onto 5/2612021
Ily
OPEMNGVMTH— 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
MULL ORM MULL mlamt-19mo JO Det uoutroll
LENGTH "N REFER TO SHEET Z TO DETERMINE IF THE WIND LOADING is"RECTANGULAR OR-rRLANGuLapppAPEzoiDAL`.
OF NO '-7 FIND THE CHOSEN MULLIONS MULLION CAPAC4TY(LaSM FROM TABLES 1ATHROUGH ISA,ON SHEETS 6THROUGH 20 RESPECTIVELY,USING
HEIGHT k'
LL FOR I MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORLZONTALLYj THE
HEIGHT LENGTH VERT. LLION CAPA C�n mQWm OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT AB&I"FOR THE OPENING OBTAINED IN
MULLS. ! MULL
Of
M FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND TAii VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED JaS THIS VALUE
J.
L L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MULUONOFESkWVTH %%,
FOR VEFMCAL MULL 6)FROM THE ANCHOR CAPACrrYjL"j %
TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE (
OPENING ANCHORISUBSTRAT&ANCHO UP ERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
`*ANG
FOR VERTICAL CAPACITY IS MET,
SEE CORRESPONDING DETAILS MLR TIP NS
FROM FIGURE I ABOVE 7)IF THE MULLION CAPACM(LI3&Fl%)OBTAINED IN THE TABLE 13 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT )FORTHE Z No 58705 1
OPENING,YOU USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA!TO OBTAIN THE LOWER ANCHOR CAPACITY®REQUERED.WITH THIS
00068/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
17 FLORIDA BUILDING CODEFoci,M EDITION ,TE
62014 FLORIDA BUILD IFBC,SIM EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LSS/M FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
Cli
*ANSI/AF&PA NDS-2D16 FOR WOOD CONSTRUCTION CAPACITY ILBSFM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIREMULLED FENESTRATION
..........I. '
*ALUMINUM DESIGN MANUAL,ADM-2015. PRODUCTASSEMBLY. " C
*AISI$100-12
;, ZONAL
*AISCWD-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA To APPLY FOR A PERMIT. A.LAN MILMO.E.
FL P.E.4 58705
DETAIL A. DETAIL B: /—MULLION
MULLION,TO 2X WOOD BUCK WLUON MULLION ATTACHED TO 1X SUCKSTRIP Tom•ANCHOR
OR WOOD FRAMINGrm E
OFFSET CLIP SHOWN WOOD BUCK AND MASONRY .AFORSUBSTRAT
{ ) (STANDARD CLIP SHOWN) ey�o CRs, SEE SEE TABLM WSEE 14M 04 _
j MULLION - I SHEETt.1. $$-E L'1
I I SEESHEETS
SOTEFAfFiNHSDEEARTRLD1U�OELL a .° a i t I' b . • + mGE VWZ
I 21-73FORNOLE 4 OLCMU'
LOCATIONS ° 13.
EDGE J
CLAP MAY dE I '4 DISTANCE c ° I ° EDGE FORMASTANCE 1B-13B g D:
INSTAl1.EO BY .' tl a I I FOR WOOD I I a ACHORS tiRY W a
THIS AIE7HOR SCREV
250 MAX FOR °Od- , I I L SIDE VIEW
ALL MULLIONS 4, ° i-
• ° G
a C e• a ° a ,° •,e.°.; a STANDARD LL 3 z ] �Hm7 C�
4• ° ° °t EXTERIOR •a n LNSTALLED SY 9 C)
a. EDGE THIS' LD D z
. G a' G DISTANCE 4
F- S
t .a MASONRY g 2 N
°
THE OFFSET CLIP IS ANCHORS
RECOMMENOEDFOR
4, e FN•FFNMED' A
EXTERIOR ° WIND=S,SVTMAYALSOBEUSEDFOR
•° G7 _ ,
OTFE.R FRIAM TYPES x
9 ® 2
a z
TYP.ANCHOR TYPE ANCHOR $ tb
TYP.ANCHOR PER SUBOMTE. PER SUBSTRATE, 255 rb
PER SUBSTRATP SEE TABLES 15-1110 SEE TABLES 1S-13D
SEETAISMID-"S EDGEIENO PRODUCT REVISED
DISTANCE tUCNSTRtP as eompiYFnp with the FtorNa
Building Com i
SEE
TAKES AND Ml 1
MENi• eUCKSW 1E-T3B �' '.�'.;:,.. ; _.# AT7ACHMENr rtow-wo. 97A830.01
AND
C-0/B :+� •• 8YL7THERG,
ATTACHMENT .e' "•.•..'� ••.F�• SEE NOTE I, @FLp1A#IOLIDaft DS/2B/ZG2'1
", .•y• i BY OTHERS. ;.;• {' .
SHEET 1.
+ SEE NOTA, •r :n: •-` .. .... '•i' DY
';�•';,,; ,r+' '.� SHEET I. • ,":.� Miam ual
:,�, . . e-C+�• ^ ,••!� NIN2.7K51 CONCRETE ORCMU control
FRONT VIEW
'• •
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
)
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. It I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONpN N,�i � !I
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE `�� '��:'y.CENgF"•��� 'i
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THE ' y�-
FOLLOWING SHEETS.FOR DETAILS A-D,EITHERTHE STANDARD OR OFFSET CLIP MAY BE USED. _ No.SlInS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD,
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL O,SHEET 3 ATE `
5)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMFDADE COUNTY APPROVED in s •.tOR10P.:'���
ELCO ULTRACON OR ELOO IN S.S.AGGREGATOR MASONRY ANCHORS. ���S7oNA{. �?
ILiJ1.E1 R,P.E.
A.LYI�IJ�I
FL P.E.#58706
DETAIL E:
DETAIL C; .126,NIX MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MASONRYSTRUCTURE ULLION (U-Cup)
(STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN-TEE'OR'CROSS'
INTERSECTION&
VAI�ES 2)MAY BE INSTALLED HORIZONTALLY
CHOA (SHOWN)OR VERTICALLY.
P9.112 1 113 3)SEE U-CLIP DRAWINGS,SHEETS 21.23
CLIP TOP VIEW FOR CORRESPONDING MULUOK -n k
1.1=w1w =E DISTANCE
Tmmfls MASONRY /-Muum tu
11 ANCHORS VARI to
9126TEELSCREM,
4. SELF4NVWNG OR PRE-ORILL af
MLLUONANDUSE MS
R m co
MULLION
R
EoOEDIbTANCEaCFgFF6ErNISOR
'
.RMAS.
-A
ANCHORS
zol
TYRANCHOR EXTERIOR r.
PER USSTRATE, 4
SEES z z
TABLES 18-135 < 0 z ZZ
TYP.ANCHOR SEE SHEETS 21-23 FOR cn 1- O COO
-
BUCKSTR PER 6L ST
ROLE LOCATIONS
AND 1p SEE TABLES 15490
ATTAgiMENT FRONT VIEW EDGE
OTANE
EM, E
SYOTHERS SEETISABLES
SEE NOTE IS-139
41E
NT
SHEET1.
o 30
MIN ZI K9 CONCRETE!OR CMULEN Z?KSI CONCRETE OR CMIU I6-138 SIDE VIEW
FRONT MEW SIDE MEW DETAIL D:
PRODUCT REVISED
MULLION ATTACHED TO as camp=With the MrIda
I
STEEL STUD Dupinga
(STANDARD CLIP SHOWN) NOA-No. 17-0630.01
INSTALLATION NOTES-, STRUCTURE Exptmuon DM&05/26/2021
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PERSUBSTRATE,
VE ARE FOR PICTORIAL REPRESENTATION SEE TABLES IEI-1313
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABO
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR OFFSET CLIe MAY BE USED. LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. MULLION
4)WOOD BUCKS ARE OPTIONAL SSE DETAIL C,THIS SHEET.
6)FOR MASONRY APPLICA71ONS IN MIAMI-DADE COUNTY,USE ONLY MIAMEWe COUNTYAPPROVM EDGE
ELCO ULTRACON OR ELCO 114R S,S.AGGREGATOR MASONRY ANCHORS. DISTANCE iNY
FOR STEELSTUDS THINNERTHAN E LYo
Cao
COMPLIANT WITH THE FL BUILDING 18438 41""',
F I J
CODE.A 2XWOOO BACKER MUST USED.
ATTACHMENT BY OTHERS.
USE No.Sams
EXTERIOR SIDE VIEW
NOTES.,
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD
ANCHOR VALUES MAY BE USED.
Rs,
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20,FOR QUANTITY OF SCREWS. E,
FL 70S
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SEEDETAILSAD, by
30•OR 1e•
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES, CV
MuwON g s U
O O Z
OO Q
O O 0 O O O -j N
TOP VIEW 2
SIDEVIEWO i DD Cl) 0
w
SHOWN WITH I•X4•X.126'• I TOP VIEW I I I OZ (O
MULLION I I I I
I I I I T-EER,nHcnoR F
.EXTERIO I I PSFSUBSTRATE, V
TABLE8ISB OR IES p Q !
HORI P$
STANDARD MULLION CLIP I i PY es RATE EXTERIOR Z O�ah
MODIREDTO FIT FMD I SEETABLES/0-143
CONDfTIONS. I I 2'XS•ANGLECLIP, Z N
I I I 2 PER MULLION END,MIST BE Q '"
1 I j I I INSTALLED INSIDE OF BAY MULLX �DO
$A f
1 I L)
MULLION i i II N J
II I en N to
21X 6•X.123• F- en
ANakis CLIP.
PER MULLION END, Q z Q Q Q
MUST BE INSTALLED 4. Z y
I I i INSIDE OF MULL
I
I
PRODUCT REVISED
as cornV ng with tM Florida
TYP.ANCHOR 9
PER SUBSTRATE, NOA-o0 da
sEETABLES 18438 HOA-No. 17-X630.01 i
I WOOD,
sTEETEEt,ALUM Expiration Dab 5!2612021
LF TO BE EXTERIOR OR MASONRY EXTERIOR
INTO WOOv,STEEL, STANDARD CDY
ALUM,CMU OR MASONRY MODIFlEDINfIELD.
y Mlom Product Control
2
EXTERIOR P�EO�Y� .,./� '��
OF PPR -l4
INTO
® ® WOOD,ALUM,CMU RM4SONRY 1 EDGE O .
® ® DISTANCE Z
PER
ANCHOR
'-�----� E \\ �I A
p�µOE 4 NOTES FOR INSTALLATION OPTION G R H; \\ �t,1Y LY
PERANCHOR O
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. g Q.'
NOTES FOR INSTALLATION OPTIONS F; N0.Sam
2)DETAIL G:SEE TABLES 1EI-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE s = * *-
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 12 1'X.126'MULL LOCATIONS. A
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS. 0 '
At
3)THE 2X6 CUP IS NOT SUITABLE FOR THIS APPLICATION. Is 'ii�ls ORION
• � �''�S��NAL�,.Ie�;G'\
a A.L d14IMIII.Len P.E.
c� FL OZ.#55705
TABLE 1A
Rumbo CawnyTame Mum
omhtg Wkttt(brtel00a8y 1at71rp md1c m)or Op6nieg HD1gh!(7orr"orm) C
SOM 60M 70111 11oln 9041 100M 1201m NOM 1cOM o
RmLaOau Tapri f4np, 4r 4aatOft6C W1111311. RealaryYr Ttma� ttaoh9ge0r T7gd81/ag• R-I'A+il"I Tnpt0tm Raot+i ft jftM 944,. g;-_ ,-W VWrtltwq Rmangder Tt11p+Tlang.
1%2X.125 .L-OV Lasfto 1o•mw uaft LaOdnp Lmft w0dnp Ldaft wadng Loaft L.-bo 0 Loam11g Loodn@ LaeanA LoalMg Loamy wading
A11rm.Tube Y
Tj
ILII ILII II I ILII I I l 1 11 11 1 o
42M 171.0 404 129.6 232 032 AS 1188 329 798 403 107.8 321 16U 408 104A 318 621 406 004.0 319 569 406 104.0 319 48.0 405 104.0 319 380 403 104.0 31g 36.0 400 MCI) 319 J �
44h 74.9 3t2 839 250 02,4 312 T3.4 252 83.6 312 117.0 243 48.11 312 612 248 41.8 312 BIS 2N 37.6 312 61,0 2M 311 312 819 244 20,0 312 51.0 244 23A 312 DIA 2M �
W025M DIA 281 1 708 234 532 281 115.5 278 45.9 2811 1 85.7 224 39.0 1 261 1 62.1 1 222 30.6 1 281 1 WI 2201 314 281 1 49.3 219 269 1 2"1 49.3 210 228 261 403 gip 204 281 49.3 219 � W O
64M 929 14T 67.0 207 43.0 247 4AA 37.6 247 44.6 199 3Zp 20 H.b 198 292 247 3444 104 28.3 247 364 193 219 247 30.1 103 16.8 247 38.1 193 IDA 217 35,1 103 6? m � �
60 M 3844 200 41.2 170 32,0 100 36A 100 278 200 31.5 163 24.0 200 280 150 21.3 200 27.1 159 192 200 260 157 160 200 25.0 163
DSM 33.1 tel 35.3 186 279 181 363 152 217 161 289 149 20.7 101 24.5 140 18.4 761 228 144 AS fit 21.7 743
66M 2Dt '185 30.6 11,4224.0 163 711 735 20.8 ISO 211 138 16,0 165 21.0 134 y rn j1i d' 3.
72M 222 130 23. ,5 139 191 1/a 1ap 130 17.5 lieLllMin fag 123 19,7 .7 125 15.8 1107 y z
J78M 17.5 Ila 162 i
TABLE 1B ANCHOR CAPACiTY ADJUSTMENT FORMULA. IO
Ant:hor T2bit g
fift1 OMmet0 15LCaro rlatoacMu FYadCA01 P7Woaa Mani (Dpi)X(ANCHORCAP.,,�„o,)a CItORCAP.,m r �y mor
&IC Elco 14.88 Ebe 6tt6't$eo 14'89Ena mat000t p7282tl 872swel o W
ii.:',
9ri8'Eko(2tmaULLIIN
an ut"Emo i70rac0 31I8`F>c0 ia4'matl 115'EbotWtton n X
AnchorCSp Pattema umaeon A9gnulsmr ut wan Ap{BeGa{v eases(c51 8owr(1118 8a oe(e5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
1 alrr r 2-Irr Sue 2•Irr r 2.117 r 3. r a45• 0.54• aa2C CAPACITYREQUIREWCORRESPONDING70AN X Is1t• •1.3/4• 19114• I3r4" 7 1.14• t-14• 1-114• 1.IM" 1.14• "w r 118• 13,H' tabs ACTUAL PRESSURE REQUIREMENT FOR THE 3=3 390 U. 464 eea Um 10+ ms era 3. MD. 3549 740 We 3 Ibe ma 391w 4t26a 360 ms OPENING,WHEN iT IS LOWER THAN THE MULLION � pQ. < z,.i�l2
4AMhm01.IWMIm O.r-IBW4ad(orOk OCOp(Ftp•7x 4601h TOO9x WA WA WA WA me 46 WA WA WA WA WA ent. 5839a 1726®a CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArcMm®3'Mn.O,C./(2)2tsAepb GOa/D:ig.3x 799 ms 760 M sea M 1556 a. Ime to 6402. 559 a. WA 750 we 746 ma 880 we 1892 ws 537 b E115wa 7120 ws MULLION,iT WILL YIELD A MINIMUM ANCHOR C,•a z�
1Aoo0om 00.PNo.0.i27 Mm,t2VftMft.4x WA WA WA WA WA WA WA WA WA WA WA WA tYl NIA 715M CAPACITY WHICH MAYBE USEDTO QUALIFY 8 d
1Ano0or/FJrfpfto 185M 1951as 225& 445114 822M t35w1 140we inM 3740. lie ms 372Iba 473 us i70wt 221we 1 200we I ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2Ancraa Q i.ISM4tQWF-D fWax 240ibe 3W be WA WA NtA WA •LOOM WA NIA WA WA NtA 34100 442wa Wal ANCHORCAPACITYTASLE. as comp!y111g wlth"Flodda
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES 449 THE STANDARD CLIP. Baiidlng Code
NOA-No. 1743030.01
Eapinlllon n.te05/20l2021
MI°wPi�u"c-Comm
FIGURE 1: FIGURE 2 TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1000• f-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
FIGURE 9:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE$HEETS 21-23,
HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21•23. 2.0 Xr
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
ANGLE CUP MUST BE USED IN PAIRS. .12W �.� O
4)SUBSTRATES;CONCRETE SHALL CONFORM TO pCl 301 SPECIFICATIONS,HOLLUWAND GROUT-FILLED t%Y LYfy�♦ � •• . +J/1
FIGURE 4: FlGURE 6: FIGURE b: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BEPRESSURE-7REATF� %AcEN9F•<r
YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125` 1 A
LEASTITEFLSTUDSTOBEAMINIMUMGRADE33AND.SHATHICK N GAUGE).STRUCTURAL STEEL READS OBEAT t'XTX.125 MUWON 711; No.58705 =
LEAST.125'THICKANDA38.ALL ANCHORS INTO METALStiAl1.FJ(TENDATL.EAST3SCREW Tt$iEAD9BEYOND :� 7t•=
! THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL 18-8 S.S.OR 410 S.S.
�V•+ STATE F (4�`
fi s •�LORIL7P,•' ,
A.Lllf l IMIU11K P.E.
FL P.E.#58706
TABLE 2A
M11ron Copialty 76hte Obamimil
Openlnq dthprvm1c*aperudgymillom)orOpen)n6Ne1pM(krhQAmrdalysparQdngmWons) d
So In BON Toro win 90 in loo In 1201, uoin 160h
Rect4nII814i Tr>;YTtiag RaWryvier Tr4pidatq. RaaYmn741er tkapTrlwq. R,datpalar 7mptTdalp. R,deoOedar Thul"94 Red-vast TtapTntmq. ReagnpJ,r TmFt Td3r41 R4ofatgdm TnP?AanQ. R+dmgtWr haprlaana,
1 x 2 x A76 LOWIM LquIng Lmft L=d1 q Loadnq Lo.*V L.wWng Loam.a Laft Lwdno Lmm.O W-ft lnodry Le3diragY
Laetl(n0 LadhO Laadfn9 Loamrq b LS
In
421. 170.0 BZ7 170.0 435 101.3 662 17xO 476 128.7 662 J7a0 Boo 113.6 682 186.6 618 Joao 662 1050 617 BQ8 63.1 160.8 517 767 e61 Iota 517 84.8 BB2 JUG 617 617 e37 160.8 517 Z
40 In 1219 bW 1340 410 101.4 607 119.2 4110 06B 607 J1&7 403 740 W7 1028 3B9 67.8 607 00.6 387 648 607 890 398 53.7 007 88.0 3.96 43.4 507 69.0 300 310 607 Sao me � J �
60.ed5 in 1IX1.7 469 N48 378 Oto 450 3.9.9 STY 74.1 468 93.6 354 64.8 458 846 360 57.8 480 •81.3 3n7 dY.e 466 6QQ 366 432 466 90.0 358 37.0 468 63.0 819 329 468. 83.0 366 z �
541n 554 400 023 338 71.2 400 SAB 320 01.0 400 717 322 53.4 400 87.3 316 47.5 400 64,0 31S 42T 400 623 314 318 400 61.0 313 345 400 01,5 013 217 400 61.8 313 '
60 In =3 324 68,9 = 511.0 324 57,4 270 41L5 224 61,2 2S4 XIO =4 4RO 26D 3CO M4 4&9 2WNSF st.1 374 420 255 2aO 324 40.5 2D M2 324 CIS 253 like 324 4Q5 253
63h 618 294 67.4 25 4d0 294 482 240 d4 294 SAO 241 329 284 320 237 26o 294 37.1 234 249 260 342 232 224 294 33.4 23 192 204 314 2� 10.a 29 334 230
J
. 60h 468 760 49.3. 230 390 ZBA 424 225 334 268 87.0 221 29.2 260 341 210 20,0 280 31.0 216 23,4 114E 29B 212 116 260 23.0 210 tti 268 27,7 200 14.8 280 27.7 208 Z
T2$r J- j-
286 33.8 226 322 t8T 25T 226 20.4 S60 226 725 25.0 186 23.0 226 23.6 282 190 226 22t 160 !3.0 225 ;51.3 177 129 226 13.6 176 113 273. !66 t7a
Z
U
Te h ui
177 256 202 77.2 173 219 202 230 170 192 202 2L0 167 17.0 202 18.7 185 163 201 144 169 128 202 16.7 100 109 202 11B ISE ae 202 146 158 a :3701, 186 216 192 261 166 23.2 13.7 220 162 177 160 16T 158 147 182 18,1 167 14.2 1� ffi6 155 11.8 162 15.2 152 tai 192 144 10 tB 182 14.2 100 Q t'
60TH 144 tot f91 129mi. 113 F � � Z�� 'Q
TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: n
AnahorCe c Table ANCHORGAP.,,a,,,,,, N !11 X X
SWatmEe: 27k G1mmte 3.3k Com. HWcw CMU F61Od Mel P7 Mw (Di_)Xt ANCHORCAR- rryY
&18"Eft V4.88 Eko S)16'Eko V4•So EkO alo 8kel ot2 51ee1 412 awd MULLION CAP.,,,,,,. O T CV f/7 al
A2wnc1 9t18•EkoUkr8o00 VVEteaUbman yirEkeClown 1)4'E7ouhlaw X „'� O O
Anchor ClipP4dtims mman AgWQ08or Ulasoan AOpeOstar Bm w(08)ScmvM 6c (Gd) USE THIS FORMULA TO OBTAIN THE*ANCHOR _ ¢ r
Edo 010hr"4n r 2-Ur A- 2-077 3.115• t• 2-VZ I• 2-11r r 3.11• r 0.40' ax• 0.321 CAPACITY REQUIRED'CORRESPONDING TO AN Z
embm wnl tm 1471 1-Y4• 1474• I-Wr r 1-x3.• I-11' I-!)4 1 141• 1.114• 1.x4• Y tar0' 141E• immn ACTUAL PRESSURE REQUIREMENT FOR THE a
2 .75'Min,O.C.7819 arO16et01plFip.17 3991w NO On 450b. B60 to 16441, 2100. 269196 =WANIA
37 w4Bo 946 34115, 44211 5602, OPENING,WHEN IT IS LOWER THAN THE MULLION
1Ammo6I.16'Mh.O,G7814nd,MaOl6aq C6pg%.2T 460915 79115, WA WA NA WA 3d01ns WA WA WA 08283 mu IMO&, CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amna1®s,tBno,3.)w2csAroka»r{Fq.$) 73.6 um 780 k. es0a lsEoSa 109E ma 940 P. 5a0m, 749160 bmda JBB2gn 682 ft BEs m, 11mw, MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2 Amhas N 0,4 SUti 3.0 1UClp,IW./2S A31.1 n.4T WA WA WA tMNt WA WA WA WA WA WA NA WA 715!0, CAPACITY WHICH MAY BE USE)TO QUALIFY AS tontpLyln�with 11110,Florida
fAmlmrlFCbIF10.0= 1B40re 1801Da 72660 44S Im B27 pre 1359, 140 to 1671oc 332 b0 47304 510164 221160 28010, ADDITIONAL ANCHOR OPTIONS FROM THE BWidiop Cod0
2Amkas 4)l.1S 349E O.C.t F451p tF79.0Y 240ffi 35D tab WA WA WA WA 196 Lb4 WA WA 117.4 34170, 442)5, 6605, ANCHOR CAPACITY TABLE. NOA-N0. '7-0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration onto 05126/2021
Mal m a m ue Ionio7'
FIGURE 1• FIGURE Z' TABLE NOTES:
1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, j 1•�0' �--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE,
FIGURE 3: 114{H!
3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 1i r77
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000°
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375• �t 3�''•,:�f�r,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED =* N0.68705
FIGURE 4: FIGURE 5; FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T8 AND BE A MiN)MUM OF.125"
THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND.04WTHICK(18GAUG STRUCTURAL STEEL TO BE AT 1•X2'X975°MUWON
LEAST.126°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � ): �tJ� It
_
THE MATERIAL#10&P2 ANCHORS INTO WOOD MAYBE STEEL,IS•8 S.S.OR 410 8,5. O '• ATE F b'
i ;t L,
A L I )NIILLER,P.E,
FL RE#58705
TABLE 3A c
UdioeCapacity Table
Opening (f-vsiff-y-apormin nmuLAb-)4rOpee1npHOlpM(forhorim Oyaparningnuillloos) C
WN so In 7DIn , 60 in 00 In 10061 1201n 40 In 1601"
1 X276X R 'BuW 7`150701"0- Trapfit r f aiw- d7t' igwiRep. NeerMrgthr T A-Mg- Tmp*24• f61chnwOtr Trelcrno . Rechooli r Tm4M1f6• Rett w 77apf87vp. TwThay. s
Ix23 X L--dna Lown; Latin t*xmg Letting Loan Lmdoo kiting taadr9 .LAAW Lee" talaw tAtd6g 1.40111111Lording uAft Lwtiy tca7np @�a
.315
Tube
Mumm
1 1 11 11 1 if If
42 In IMI 620 170.0 483 1704 744 7140 478 1710 8156 1740 See 170.0 02 710.0 1510 1710 11118 1740 621 1710 1240 1710 627 114L71 1301 170.0 621 1274 113011 170.0 321 itiA 1301 1740 621
fftt N
4861 170.0 7015 190.0 624 170.0 630 1710 664 Inc 092 1740 15!0 1704 1133 170.0 69I /61.0 1130 171.0 677 1346 1138 1740 660 1119 }139 1704 630 07.6 1136 170,0 660 63.4 1139 1740 800
MGM in MA 741 1740 93 1740 846 1740 OSI 167,51 I= 1740 864 1484 102 1710 723 1346 1632 1704 747 117.4 1032 1714 756 $7.2 1032 1710 738 $19 I= 1740 736 73.4 1432 1710 769
641" 1704 707 170.0 612 161.3 007 ROA 401 1U21 007 IOU 730 1249 047 ISLE IIA 107.6 007 1464 714 0415 Der 141.1 710 60.0 ON 140.0 700 60.1 007 140.0 700 60.6 *007 1440 lag
8061 141.1 733 161.6 625 IVA 736 130.3 ell •100.6 736 116.0 609 062 736 10183 600 764 735 69.6 663 704 738 poi 578 68.8 736 01.8 574 GOA 735 914 574 44.1 735 014 614 sd 89
6381 121,9 866 1130.0 $70 tolA 60 1/1S 857 37.0 666 1181 647 783 466 011 638 07.7 M 11&0 631 904 166 Me' 676 60.8 See Me 621 438 896 740 0 3e.1 606 7SA 821
0861 1040 007 JIM 522 049 647 041 611 75.7 607 85.0 504 683 607 17.1 493 60.9 607 71,6 446 33,0 607 67A 481 442 667 41A 476 374 W7 92.7 474 3&1 607 02.7 474
7n2 In SIS 510 858 441 158.0 510 710 431 63.3 tp 84.8 420 $1A $10 574 412 484 5.10 53.3 413 446 510 640 405 34,0 610 434 402 22.2 5110 441A 300 25.6 810 44.3 599
7961 SM 463 718 4W 07.6 456 41.7 0772 4M0 403 64.1 341 434 4W 46S 376 $08 4M 44A 373 34,7 450 41.41 366 284 466 37.7 862 244 466 340 300 21.7 436 347 3511 � � � = Z
76 t7 642 438 Or.0 301 S&O 430 66.6 373 45.9 435 404 380 40.1 475 44.7 360 347 433 409 365 32.1 434 341 361 28A 436 34A 344 220 435 320 341 241 435 322 No tit=nnn KL
p
Oil. 0A 327 43,1 200 34.6 327 38.4 256 264 327 31.0 200 241 327 243 275 232 3T) 26.7 271 200 377 23.7 263 17.4 327 21.0 282 149 W 18.8 260
9010 V184
?AI 247 257 290 282 244 267 25.0 248 214 417 23.1 244 ILL 287 2DA 240 1T3 26T 4S3 237 144 267 149 232 a 7n � � G o
1001" 208 202 227 2415 201 174F221 140 1g8 H.1 22110.11fA•iiiN 194 146 215 10.1 191 15,9 !0.s tab h
12010 167 4 N N
TABLE 3B AxdWCmvgdlvTgbk ANCHOR CAPACITY ADJUSTMENT FORMULA: 4 y
subatrt 272 Olnrnefe to
s.6t Cana. HouovEmu F9wcMu v77r0o0 fne7al "(DP,�,I X(ANCHOR 7:AF m"D--X-ANCHOR CAP.,,,,, -
7dt5Ei¢o 114"89 Elea 5t raw ttt•9s Etas 610sieat 4121, 402 S7W `MUWON CAP.,,®,,.u1 -3
Anchalypc 3115Ek0IL11WIn Wisceurmen stirecauftrucn tf46lrauttraaat
AncharClIpP6GofM UWmon Ap7pCotlr Uft=M ANSG1tar Saa7a(rL51 So.PM Screw P* USE THIS FORMULA TOOBTAIN THE"ANCHOR PRODUCT REVISED
Edo DwAncepnk r zvr. 1- 2-117 5.115 i• 24m I" 2-VX r 3415 r SAO` OA4• O.M. CAPACITY REQUIRED"CORRESPONDING TO AN aS cam with isle Florida
Embedin rt 1314• 14M` 1414• 1414• 2 1-v4 t•u4• t-1M i-1W 1.114" t-v4• 2' 1418 1.315 wAa ACTUAL PRESSURE REQUIREMENT FOR7HE B40tllmq Cods
zAnahmt047s•69naa sWdMdlrObMt2A{FgY 380101 390 be 45D0t 8901x6 1644 IM T!0 @4 2M)Ws r40a0 3741q 6641-1 �1948F* x470. 44ztm 660415 OPENING,WHEN TT IS LOWER THAN THE MULLION NOA-Ho. 17.0830.01
4An.b1m401.16•MIa 4.0.I Stv d.d(arO19t6Copsag.2k 4so 104 700 W WA WA WA WA 36006 WA WA wA WASs2 ibt 1185 t01 112DMSCAPACITY(FROM THE TABLE)OF THE SELECTEDlnitlon Da4e OS/26/2021
4Ana.$p51ioA QCfi2}2t6 A1tCa Cppt!¢17i3 790 0>s 7SOW 660M 1580 ib6 1899019 5101615 5401W wA 750276 748 am ee01b6 Oa sesroe n2g-Ofte
MULLION.IT WILL YIELD A MINIMUM ANCHOR �P
2 Anchmt00.46•MN.O.0.tUCilp,0aa.123•Atan.04k A WA HIA WR WA WA' WA WA WA WA WA Wit WA WA CAPACIlYWMGH MAY BE USED TO QUALIFY _
1AIRAcr/F•C8p¢70.5k 165®9 105 be 22610. 44606 822 We 1356'a Y401he 177 37oib1 ta71p 332106 47366 170 tae 2211"+ ADDITIONAL ANCHOR OPTIONS FROM THE ml
2A.cha'1 IJV MN.O.CJFt21pOUy.ft 24061 350Im WA WA WA WA 190aa WA WA WA 1184 WA 341215 442706 ANCHCRCAPACITYTABLE. Mlam r uctCon+Flo-
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE BTANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: • FIGURE 2: • TABLE NOTES:
1.000'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHOD$,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYNN 'b .
FIGURE 3 `♦ �`V ... ..... /��
3)MULLION AND MULLION CLIPS SHQWN ARE NOT TO SCALE FOR EXACT DIMEt9SSWNS,BEE SHEETS 21-23 2760° LICEMyF
HOM TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. *r NA•58705
ANGLE CUP MUST BE USED W PARS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GRGUT•FiLLED6, -
CONCRETE BLOCK UNIT CMU SHALL CONFORM TOASTM C-W.WOOD SHALL BE PRESSURE-TREATED CJ
FIGURE 4: FIGURE 6:' FIGURES (CMU) TE \
YELLOW SOUTHERN PINE WITH AN 3G OF 0.65.ALUMINUM SHALL BE Ri83-T5 AND BEA MINIMUM OF.125° � ;.��'•, � '•ffj
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(15 GAUGE).STRUCTURAL STEFITO BE AT T%2.70%.375'MULLMN
LEAST.1251 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
D i THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,158 S.S.OR 410 S,S. 1j/t jtatNAL E�;+��
A LYIGN 1IIIf ER P.E
FL P.E.#58705
TABLE 4A
Bion Ca as Tpblo bs ��'
Opmhtp virmh( N arrin mu0 xls)aroponln0 Haight(lbr fmfiaxda*var9trtg mWlora) C d
60 N OO h 70 In j 001. j OO In 1001a 1201n 140 01 190 In
1%L76% Recwww TiaP'Tdm1g Raofvngutu TmOT snp, RwfmWar hw01110 • S Reata w1w TmprrAwV. Rwata Wor 7hp+i'emn F wbuO�af 7t0yTiWV F4cW Jw T;wTdvtg. R7waImpAw Tr*mkm,
fmQ Q
650Atum. LwLosdinng• Loading Lmdin9 Inafilt0 Loa rq loo tng Loa�Q Loadnq Loan Loading laadng Loadbp Lmdnp Loadna LoadlnQgO Lowft Loarig 6
Tubo tY� 4J
lQklOton
� I, if ill if .11 if I 1 11 if if 421 if 241 11 11 If III
if I if if If If III, z
421. 470.6 620 170,0 435 '170.0 744 11740 478 1704 666 170.6 508 170.0 gat 170.0 sib 770.8 4118 170,0 427 17Q0 1240 170.4 521 47110 1469 470.4 Sat 156.7 l62Q 170.0 621 13&8 11720. 17Q0 521 �
0,0 706 170.4 524 170,01 550 170.0 594 170.0 092 170.0In Mwo 1133 4 661 170.0 1275 170E 677 170.5 1417 Y70.0 690 pLi 1417 174,0 860 111.5 1417 170.0 980 1063 1417 170.0 860 01)
Sa82SN 4 0 747 IT9,0 683 t70A 696 Vag 63t 170.6 10th 770.0 170.0 1195 S A 123 1626 1250 170.0 747 146.3 1286 170,6 756 121,9 IM VAQ 768 104.6 1288 MA 750. 01.4 1286 17Q0 756 ,,../ W O
170.9 707 170.0 872 470.5 866 itaQ 691 110.5 ilia 179.0 70.0 603 1334 1130 4704 037 120..6 1130 170.4 856 140.0 1130 170.0 661 08.1 1130 170..0 081 793 1/30 170.0 891 ���( 3 m ll2
00N 170.0 SW 170.0 TM 148.5 915 182,3 761 126.5 015 YM.5 746 100.0 915 1323 735 WA Qf5 MA 728 07.0 015 115.4 720 731 915 114.4 716 626 015 114A IIS 643 016 114.4 711
63 In 151.8 830 MIA 710 126,5 530 138.9 694 106.5 034 7232 861 WA MO 1122 870 84A 030 164.8 692 Xg SM 994 856 63.3 930 84.5 640 842 810 Q4,/ 949 47.4 830 94,7 644 � d
996 5322 757 140.0 860 !}6A 757 Stab 036' 04.3 767 706.5 ffi4 52.5 747 Qat 814 73,4 757 80.! 808 Bao 767 642 000 S6A 787 70.0 583 472 767 781 691 41.3 767 781 Pi Z CL Z U
72 In 101.7 838 108.5SW 64.5 938 01,0 540. 72.7 038 60.1 5311 53.6 038 722 521 80.5 am 00.5 614 509 0.30 623 508 424 638' 57.2 547 381 030. 55.3� 497 31.8 03(1 552 4971 ��� Y = J z
76N 80.8 b71 9P.4 480 727 571 78.8 465 0. T1 .0
511 571 60.0 471 40.0 S77 KS 404 43,2 571 81.8 450 36,0 571 474' 451 30..9 671 44,6 447 27.0 871 44b 449 bL`} Q 74 in amO 542 83A 474 86.7 542 704 465 67.1 6 g4w [
449 44.4 642 51.0 442 40.0 $42 47.5 437 35.3 SQ 420 420 28A 642 40.6 425 25.0 542 40.1 423 i
QD N 627 407 83.7 381 43.4 407 494 = 372 343 2&8 407 321 338 2&0 407 20,8 334 21.7 407 28.1 327 10,0 407 24.1 371 163 407 23.0 310 FFQ 285M 420 350 44.1 320 35.0 356 372 314 30.7 64 216 316 28.1 300 21,5 355 24,Q 296 173 358 214 254 i6.3 358 182 264 V} Q106h 30.1 263 30.8 255 24.1 263 2&0 211 7f.S 44 1&7 283 16.0 240 1&1 283 1&5 237 f � N111 N 27.0 20.7 2A.7 242 211 287 730. 231 18,4 207 18.5 718 ® fY N `1
120fr1 22A 229 223 209 1&3 2W ifia 15.7 228 162 20.1 �( Q 0
TABLE 413
Anehar Capacity Table ANCHOR CAPACITY ADJUSTMENT FORMULA: ,
.
ANCHORQ^
CAP.„-,,
Sublttata: 27x t7Xuo9a 3.4k cam. Saw CMU FEWCMU PT wood Metro (0P„a)X� �4ANCHOR CAP �..a �
AtmWTyK 3118•EkoUftoon il4"EleaLptreacn 511,6.5° 3118'Eloyuww 1/4•EmoURmcm 114•asEmO 5115•Efao 114•a80co 0708ed 612amef 0128t4ai MULLIONCAP.,,°,,,,,°-
AnchorCBp PatientsUDman A9am0atar Unnoal Apare(lamr Sinew(05)Sm(os) 0.w las) USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED
E49a(%tame Mk 11 2.1rC 3.1184 1• Z-t6C r1 2.1dt 7 3.11V 2" 0.48- Mw a324• CAPACITY REQUIRED'CORRESPONDING TO AN AS eamptvinB with tho Florida
Embodmant n i-W 1,V4 ,1 4• 7 I-Ile 14tH- 1.14 I-Iff 1.14- 1.14- 7 iJlB t 98 u8ae ACTUAL PRESSURE REQUIREMENT FOR THE BuiidlnB lode
2Anchm94.75-MhO.C.ra aod1e1C9p(Mir smme 362 Ora 154400. 770 ba 20o Ito 354WO 7 ba 374 pa 554as 946 ma 341th 442170. 690bo OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-NO. 17.0030.01
4 Anobom 0 t.ta'Mtn.C,O,/Standmd(orO&d)CIP ft.21: 460 bs 700 WA WA 311113 WAEWA WA A WA b62 ma ees tt2o ma CAPACITY{FROM THE TABLE)OF THE SELECTED Exp1ration Bate 05/20/2021
4AncOMs03"MtnO,a7(2)2x6AnaYClpsJ(fm.SF780ba 780au 860 L>a SSBOOn t88dtba 6400» 690 WA 746 mo 86a0m 1592 tGw 6Ye iba 1120 be MULLSON.ITWILL YIELDAMWtMUM ANCHOR
2Alwhae®0.45•MN.O.C,lU2210.Nto,MS'AWm.(R9,4): WA WA WA WA WA NIA WA WA WA WA WA WA 719ba CAPACITY WHICH MAYBE USED TO QUALIFY ByAno 1274(FlpSk i950n 7857.50. 228&e 4456¢ On En 133IM 140Ibo /77 Q1871ng 332 Ws 473f 174 Oq 221110. 2ffi Ou AD017'IONAL ANCHOR OPTIONS FROM THE MRam a rotlu ntro2Anohon 01.15•Mh O,CJ F421 240ba 350 me WA WAWA WA lea lbw WA WA WA WA 347 ba 44200. 680 m4 ANCHOR CAPACI LE.
NOTE FO FFgEi SE\SAME R PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. �`�CIRCLED V(A�UES ARE USED IN7FINFORfMAT61ON20N
MPLEONN SSHEET24,
FIGURE 1: FIGURE TABLE NOTES •� V AN 8 --IJ1 111)SEE SHEET 1.FOR INSTRUCT)ONS ON U NG THETABLE D H JQ1
- SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: ��� 4N... YNIV
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHE 21-23. 2.760' `�� '� uGENs, '•�� �'r
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DMiFd4S)ONAi RESTRICTIONS SHOWN ON SHE 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, �� No,68705
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED *-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD 314ALL BE PRP�SiIRE-T TED 0 1•
FIGURE A: FIGURE 5: FIGURE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-TS AND BEA MINIMUM F.125°
LTHICK EASTSTEELSTUDSTOBEAMWIMUMGRRDE33AN0.046°THICK(78 GAUGE).STRUCTURAL TO BEAT i p
LEAST.126'THiCK
AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW BEYOND 11X2.75•X.660'MULUON
THE MATERIAL,4110&7112 ANCHORS INTO WOOD MAYBE STEEL,i&B S.S.OR 410 S.S.
///j, I IIlk%
A.LYIINI MLLER,P.E.
FL P.E.9 68705
TABLE 5A @�
6L490on Capacity Table "
OP*n1nYlYtdfh{Y�uerti mtfi=)orOp0"w1kIgH pM{brfnclzaEaP�sFmnirgml8ons) C d
506 e9m 706 Win 901n 100 in 120 In 14070 loom S
P-twoft 71apluva. RNWWft TMWTt14n9. RaOtmytar Traretmm, 11-014110" TMWTk 0. R0010194W T/8>r70o19. Rnhng[Mv Tap?San9, RWMDAir TOiVillve. ltec§ng. TmdMmg R TmfFd C Q
I"x3.126"X Lwdtq Loodng Loafing Laadnp L-ft Laming Loaft LoWn9 L-ft LOa1rq Lmdtp Laadng Lmm Loaftq Lmdng L0a69 Laaft Loadng ti
.600"Ahun a•
Tu696tuB �tt�S' +� �>�, �¢t�• � I]gt� 4Sg�� G�' �•Q >yyyg} '$�" e� � �� �' � �� tgfi3� �• � � � qg��• g�' e!}r�,
s 8 S Z 3F� tl. iE ti s 5 S t Z
426 in0l 620 170.0 436 170,0 744 1740 476 100.0 dad 170.0 wes 170,0 992 IMO 1 610 line 1110 1700 1 621 1 iroA 1240 170.01 170.0 1 1466 170.0 621 170.0 1731 (70.0 621 154A 16021170,01 521 0 =
406 170.0 I 706 170.0 524 170.0 GA 7700 564 170.0 9C2 1700 WO 170.0 7133 170.01 661 770.0 1275 1700 677 170.0 1417 170.0 Q60 157,71 1877 170.0 690 135.1 1877 170.0 Will 419.2 1677 170.0 I 600 � 173
30.@56 170.0 747 MA 6113 470.0 age 170.0 031 1704 1048 1700 664 110.0 1196 1700 723 1700 1345 1700 747 170.0 1434 170.0 7TE 141.7 1495 170.0 753 1215 1495 170.0 756 206.3 149} 177.0 756 : W:3
�
64 in I74D 11 797 170.0 612 170A Me 1140 Wi IM01 lite I 170.0 784 170.0 1716 170,0 a03 1641 1401 170.0 $37 149.0 14M 170.0 850 124.0 1401 170.0 Sot 106A t401 770.0 691 03A 1401 1700 051 $ m $ 4D
606 170.01 841 17DA 701 1700 1063 170,0 7W 155.5 1168 170.0 8711 138.7 11641 157.0 020 129.3 1158 16651 617 111.0 1160 140.7 910 92.5 H66 144.5 609 79,3 1158 144.5 907 09,4 1160 1416 W3 F (9
W h 170.0 IN 170.0 745 1591 1049 170.0 059 137.0 1049 155.6 6W Ito.$ 1049 141.7 646 105.6 1049 13201 830 959 1040 125.5 928 791 10401 IVs MO M's 1049 ties itis 59.0 1040 Ima ale cs � {{{[���g .�,�ya•
'gain 166.6 ow 1170,0 789 tMA 1-05 ln3 d04 1191 955 1357 M 1042 966 121.4 776 920 9W 1128 795 OA 955 109.4 757 621 961 000,0 740 1 80.0 0.95 90.7 740 521 955 98.7 740 ? _Z
7270 1248 807 I 1240 697 1974 80'1 114.9 062 91.3 6W 101.11 670 W.9 603 01,2 659 711 803 031 1 640 642 8W no ea 535 am 1.n2 032 145.9 SM 09.6 •628 40.1 803 69.7 aV g !n
76m 109.2 721 114.1 629 91.0 721 07.0 $19 710 721 AM Me SL3 721 73.5 885 80.7 T27 70.1 Me 618 721 044 579 4411 721 %4 99 30.0 721 We 564[&.7
72f 59.1 569 (0 r h
1 11 1121
756 iC1A 804 103.4 649 842 634 89.4 367 722 654 78.1 578 W./ 684 701 657 SB.Y 504 64.4 Sad SD.S Gd4 59.9 591 421 064 64.1 641 844 694 01.3 338 884 BOA 834 z Q
Win QSA 914 SOA 450 64,8 614 57.3 448 47.0 014 601 440 41.1 614 410 433 366 514 405 427 329 614 37.3 421 VA 514 W.0 412 235 6N 30.4 408 514 29.0 403 F, KK to Lm
7Z
9670 642 d62 65.7 404 45.2 452 V. 398 347 452 MA 3W 331 482 361 364 301 452 32.8 9Td 27.1 452 343 373 72.8 •452 2BA 363 f9A 4'52 712 351 452 228 255 1 {ja XylQQ
too 341 367 30.9 372 31,7 351 027 317 27.2 367 25.4 312 230 857 252 308 21.1 397 227 303 19.0 957 201 299 161 357 10.0 203 Me 357 10.2 217 357 15.0 253 s N u7 c9
1116 35.1 338 35.1 306 702 375 3$1 101 26.0 936 25.1 Me 111 838 29,1 292 196 336 200 269 170 330 19.0 254 Ike 330 18,6 278 125 336 11d 278 376 13.6 269 O 111 M � �
1206 27.7 258 202 241 231 289, 23.7 259 193 289 27.5 256 17.3 269 t$! 444 254 18.3 240 13.9 2W iL0 246 flb 269 12.0 240 $8 790 11.4 230 2d9 10.-0 232 {~•} X Q
b Q r z a
TABLE 5B
AnOhorCa Table ANCHOR CAPACITY ADJUSTi1ENTFORS{ULA1
FUIeSCiLU WOW Mew ANCHORCAP.•",,,,,.. $a
sunitras 271ixri:rtt9 s5tcanc. Rwowadu {DP,,,)XC .ANCHORCAP.,,a ALL
&1VSm 11r88Exo Y16Ek9 7!4'3�Etco SW8tC8 57281sT au131aN MULLIONCAP.,,",_
AnchorCdpPaflaml Arcnorlype 3ItCElc0latram v4"Fhoumwn u�an 3.10EhaunnD9n vrFxounneon A9pOGdor Um1Cm Ammar Scmw(4Z)stlsv(G`b) srm(05) USE THIS FORMULA TO OBTAINTHE'ANCHOR PRODUCT REVISED
Edgeastammora P I 2-vr 1• 2.107 SLA' P 2-Y2' 1 1' 2-Ur r I Kr r DArr 0.6P ams CAPACITY REQUIREW CORRESPONDING TO AN as com�tylno with Um Florida
E7ntK;ltnuS n lal4• _JTr WC 1.3!4' r 1•vr 1-1141 1-v4• 7-we I-vr 1-v4• r 1ald' Tare• vales ACTUAL PRESSURE REQUIREMENT FOR THE BuHding Codi
2 MCIEn�4.TY rto,al sranaan orC9�13p07917 570 ma 399 to 4w 8>5 600170 1644ID7 oe 100 °.54iffi 740IOs ST46E 6841E 91st sot 705 4Ceies 669 rm OPENING,WHEN TE IS LOWER THAN THE MULLION 6111.0-t1o. 17.0630.01
4An:Mm A0l.13'xln.O.G 191316x9{or 013d)C9 480106 700� WA WA MIA WA 3801E MIA WA WA WA WA 6820d 6565E 1124 0e CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05/26/2021
4ArctOn OS•M6.QC.1 2xaAicupsr9993j 78000 78D28 X65 TBW RE 7We706 5408E am me WA 7dDI}E 748_ 9650E 1892 da 652706 Q95 tin 4120 d0 MULLION.IT WILL YIELDAMINIMk7M ANCHOR
3Anchnes®0.45'4419O,O.l U471ip,610.725'.0.070 pip,dy NIA WA WA WA NIA WA WA WA WA NIA NA WA WA WA 1079170 CAPACITY WHICH MAY BE USED TO QUALIFY L5Y
1Amh7r1FQpft4 795916 1991E 2250- 4359]1 9E 1360E 74013 171615 37080 16703 =ms 1186E 7792x5 221 284 to ADDITIONAL ANCHOR OPTIONS FROM THE Mfam-D trP Oc Con
2ArnlErs t07.Y5'67n O.CJF 6L 2.08516 356170 WA N01 N01 NIA 100105 NIA NIA NIA WA ILIA 941109 442170 556 PB ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: ^_ FIGURE 2•. TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. �
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS L9 ALIAWABL F,
FIGURE 3; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-28. 3126 �����;��NY LY1� Vl�i 1��4
HOLES TO BE DRILLED IN TME FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
7L: No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSO,WOOD SHALL BE PRESSURE-TREATED U
FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE6063•TSAND BEA MINIMUM OF.125"
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 145'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I"X 3.126"X.6•MULLION On. S TE
LEAST.125'THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND (t'YFA4ULLION) ;�� .ctORIDP,.•' <��/�
i THE MATERIAL 108#12 ANCHORStNTOWOODMAYBESTEEI,IMS.S.OR410S.S. ri�Ss/QNpq���(?`�•�
A.I NIMI$AEY�4P.E.
FL P.E,#58705
i
i
TABLE$A
Mullion Cd LIX Table
OFenW9Wi t{ta't•r5co*spam"r,9mikktn9)-OgenftHe%bt(trhadwr6Tj VgMrg=mom)
eon son 70 In coin so in 1Wh 1291A 140N Ica Ill o
a-oda Tmw*mw,2• ReaWVAmr T-ord n9. R44W wAor Tmilma•. EZ.amn9Nu 'naAmlanO Fieettfp4ar 7ta07ii•q. ThWnwl T�+N1tt,R• R.ot t 3FaWOnnO. Ra0tnp0a lrept dwZ
1 x 41.125 !.wino I.aedn9 lnudne Looft L0adn9 Loadn9 L"dm tmdM9 LoednO Loma Loa6t Looft LudnO Walls Laednp LoadnO L.4drg Loaft >•
AkMTubs
Mulion
e � 1 fill, V
Dee
it
w
42n IMS i76.0 438 770,0 744 170.0 478 170.0 680 170.0 800 170.0 9B2 170,0 619 }740 1118 170.0 621 770,0 7240 1760 821 1740 1400 170.0 521 145.0 t480 17.0 821 127.8 1498 lMd 627 !Y
48h 170.0 708 17.0 624 Imo 850 170.0 604 170,0 952 170.0 690 170.0 1133 170.0 051 1760 1278 170.0 677 160.,1 1343 1740 680 130.3 1303 170.0 6W 1}1.7 1303 170.0 OW 97.7 13M 1740 BW i,8i 3
50.e24h 170.0 147 170.0 653 1740 896 170,0 631 }70.0 7040 170.0 564 1704 1106 }76.0 713 156.} 1238 1170.0 747 1446 1235 1740 766 117.1 11235 170.0 758 100,4 1236 170.0 700 67.5 1296 1740 780 � .�- Ir
541. 170.0 797 170.0 012 170.0 ON 1740 091 170.0 1116 1740 764 IMA 1708 I= 003 1372 1180 170.0 837 112&6 1180 17.0 1188 }020 1166 1746 881 852 1f8e 170.0 681 77,2 Iles 1740 861 a m
W n 170.0 005 170.0 701 168.7 1042 170.0 797 141.0 1042 161.1 532 125.1 1042 1457 010 1112 1042 730.8 WI 100.0 1012 }302 71 16.41100 1251 782 71.5100 1211A 702 R26 i0f7 1251 762 110
03 In 770.0 416 ITB& 745 1512 212 1638 818 1248 082 1444 709 113.4 092 131.0 782 toss 802 121.4 700 W.7 902 1144 T56 T" gra 1054 748 ace 092 1910 744 '05T 00 1060 744
68b 183A 947 17.0 780 1374 1147 1450 700 118.1 047 124! 78 103.4 047 117.7 752 919 947 1057 738 82.7 tip }02.2 727 ds9 047 00.1 713 WI '917 94.0 711 51.7 047 844 711 x D to
72n 136.8 619 1427 771 1132 el0 }17.6 714 WA 049 Id50 70 04.9 648 00.4 ON 78.6 640 88.7 608 67.0 849. Od7 075 864 849' 75.3 159 484 840 72A 881 42.8 849 724 681 (.7 0
9 � w�,
10
Z7611 t165 702 120.7 WS S51 762 1628 842 11 762 00.0 640 72.2 '762 049 028 K2 782 742 6W 61.8 762 692 613 451 Tet 624 602 41.3 762 08.9 897 35t 782 FaA 696 Z
78h 100.9 724 IIIA 034 NO 724 044 Fal 743 724 82.0 600 658 724 74.4 so 69.4 724 80.1 591 614 724 834 083 44.5 724 67.3 673 382 Tt4 64.3 857' 37,4 72.4 7n,6 QW 'Q --! r t-
90
W n 850 b47 71.8 463 14.9 643 60.7 474 70.7 843 829 400 43.8 643 47.1 450 369 643 42.8 462 344 643 3x8 448 140_ 441 34.0 430 244 543 32i 430 11.7 843 30.7 426 ? ¢ N
A4" 371
864 41! 4T b 470 49,7 418 449 <78 432 412 350 478 *0 0 408 314 N6 944 400 257 478 320 393 199 478 20.1 306 00.8 478 ?837 100 17.9 47 248 378 a 00 Z
7 41.1 341 33.5 377 34,8 336 258 Sri 90,0320 25.2 377 28.6 326 224 x77 24.0 311 241 977 220 117 160 877 100 310 144 377 171 301 (Lt 37,5 373 359 357 314 si0 26.6 357 Zr.O ata 252 387 244 3DB 265 357 220 30S tEb 357 20.1 341 144 397 14 w 294 278 24Z 300 2e.! 274 270 300 217 270 153 39! 192 2N 159 900 172 183 11/9Li s7 �17.2 108
TABLE 6BAnChoralTable ANCHOR CAPACTTYADJUSTMENTFORMULA% a
805.franx 2Tnt3 omm &6xCm WSowGu ANCHORt;RFt,�,,,,,,
sold emu F71Y..d M46b" (DP)X11 }=ANCHOR CAP.,,m
910'8.0 114"BBEbo 0110•Bou 1J4030M 6}O8ntl M26fed 0129tetl MULLIONCAP.,,,,,,,,a ARODUCTREVISED
AnehO7 Clfp FaWm• Anda 1y 3175 EMo t ttraeon tat Ebo tRkawn ate Fico Un m.. 444 Eno tJ9 aom AOW$GMN i!&aan Apam9aW Somw(tib}saran m eaew(op USE THIS FORMULA TO OBTAIN THE ANCHOR as oamP Mg wvlltl the Florida
Edp4 Dl.tan.e On r`" 2.772" t• atm 3.110• 1. 2-lir }• 211!1 r }77C r 0.46• 044• 0.91x" CAPACITY REQUIRED•CORRESPNDINO TO AN Bu91R11p 4od•
Embe6med On t2Nt t•a4• F&#" SaJ4• r r-114^ id74• 1-tn• t-114• 1-444• I-Iw 'r 7x18' tato' renes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-N•. 17.0630.01
2M.has"�4.75 Mb.C.C.J or OfhatCllp O:tO.1427 300 04 300 9b I 45016® Mills los 270 FA 2Wft 354 ms 740 W. 374 m. 654 The 91010. 361 ms 4428, 800ne OPENING,WHEN IT IS LOWER THAN THE MULLION
4An404m@225Min 0.Gt9Wdad tw9jo0r2p�.37 7005, 700 n4 no sm 141016s 942@4 JNA 5800» WA eW 1. WA e600, WA 420 ma 86510. 1120b CAPACITY(FROM THE TABLE)_OF THE SELECTED E1•PIroBDn Dab 05/26/2021
0 MO..0IAT?Ah 0,C.J Standee to t20.o013I ft 47 9W ft Ina ma WA WA WA WA. -WE.- WA WA WA WA WA 13830m 177016. 2140 9t MULLION.IT WILL YIELD A MINIMUM ANCHOR
4ArAWM@3'a020.C.r1272x5M&C7'03t1Fm.0a; Team. 7Wba sa ft }beams -Im" 54ame s6Ot6. WA 76024 746 m4 680ms t5921es OF2' IUW t}2dms CAPACITY WHICH MAY BE USED TO QUALIFY M�l•m� • ro n5 qn�
O Al,h.re@3"Min O.GIR7248An010 L1b41tFl9.4 111TOOa 11704 iD20m. 2340 me 2944 Ou 1 61001 040m4 1 WA Whits 1122 We I=IFA 2038 mt 70229, }327@6 10008• ADDITIONAL ANCHOR OPTIONS FROM THE
46neL264&ORS MI&O-C I Uap,91W.115AOan.ft.7 WA WA WA WA WA WA WA -A WA WA WA WA WA WA 14309»' ANCHOR CAPACITY TABLE
2J4iKhae®225•Mn.O.C„1 F�tb(Fb.0}; 300 m. 900 to 2W I 705156 470 Ou WA 280 W WA 315 m. WA 440 ms WA 341044 44209 um IN
4Ane9otQ7.18'M O.Cl .9 4WIM 100 Da WA WA WA WA 300700 NIA WA WA INA WA I 882 ns 865n. 1f20bs
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1,000•
TABLE NOTES:
FIGURE 1: FIGURE 2; FIGURE 3: FIGURE4: FIGURE 5: FIGURE 9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION N LOADING.SEE
• • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
t. 4
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE `��`t aN`.IYNJy�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEET$21-23,HOLES 4.000'
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET$21-21 FIGURES SHOW
FIGURES, FIGURES FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1k
• • • • 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-PILLED
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOODSHALL BE PRESSURE-TREATED YELLOW .125'
SOUTHERN PINE WITH AN SO OF 0.55,ALUMINUM SHALL BE S08S-TS AND BEA MINIMUM OP.125•THICK STEELSTU '��fi '•,°tOR10P,••'1a�`
ANGLE CLIP(FIGURES 5&0)MUST BE USED IN PAIRS, AND A36 ALL ANCIHORS INTNIMUM O METAL SHALL EXTEND AT LEAST 8 SCREW THREA.STRUCTURAL DS BEYOND THE MATERIAL.910To SSATLEAST,12V, IaK R4"X.1 ls�ONAL 9: N%"
#12 ANCHORS INTO WOOD MAY BE STEEL,I"SS,OR 410 S.S. MULLION A.L'S'tMN MILLI!1P.E.
FL P.E.#50705
TABLE 7A
Mullion C Tablo IbsM
Opening4VM0t(Torw"ca6Rarn1�taLAOm)eroinudrBH•iplit(forht a0ygmwrsmdam)
do in bo In 70fn sold Soto IO01 1201 140 On i00 in o
104x.375 P-tm t Tr 0imi0• RieotmWAM Tmwl7ftl% P-ftnpdar Y-Anldmo. pechvdo Tdptliun¢ PA*K uWl TtaNalarpl. RKWada TthYfdag, RcnianSur 7tWMINlq. R-MWar 71.071.0. Rachnomfor
Thsanar
Alum Z1.be 1nuft Leaft L-018 Ladnp Lae0M0 Laan9 l0.dnq Le4Anq 1mdN0 yg Loadfm Ladnq Laadryl L=ft La dmo InadnO LOMMIp Ladn`$O 9 px
Mullion m U
421 170.0 620 IMA 435 170.0 744 170.0 479 170.0 880 170.0 1 509 170.0 002 170.0 679 170.0 ilia 170.0 621 1704 1240 1700 621 170.0 14116 170,0 $21 170.0 1736 170.0 621 1704 19M 170.9 621 0 X
481n 170,0 700 170.0 624 170.9 800 170.0 504 170.9 am 170.0 Tim 170.0 1130 170,0 601 170.0 1276 170.0 671 170.47 MIT 170.9 SBO 170.0 17M 170.0 080 170.0 1083 170.0 680 181.8 2024 170.0 6110 Q)
V3
Rol In 1740 747 170.0 563 170.9 808 170.0 031 iTBA SWQ 170,0 661 170.9 41011 470.0 723 170.0 1346 170,0 747 17D.0 2#81 170.0 7W 170.0 170} 170.0 TQ8 158.9 1810 170.0 756 1365 4tn0 170.0 756 S2
Bi in 1740 767 170.9 812 17U 956 170.0 801 170.0 ilia 170.0 754 170.0 1278 170.0 U3 170.0 1434 170.0 837 170,0 1594 170.0 am 180.0 1740 170-0 001 137.1 1700 170.0 1101 120.0 1709 Ih)A am � m m �
00 In 1700 1155 170,0 701 1704 IOM 1700 7W 170.0 1240 170.0 !T8 170.0 1417 MA 044 17'0,0 1004 /70,Q 068 761.5 IOW 170.0 1033 129.9 1019 770.0 101 111.0 1610 170,0 1003 117,2+101.0 1700 7003 -1, � (p LU
LU
MSO 7740 930 170.0 745 1702 1116 170.0 055 170.0 1302 1700 640 170.0 14M 77.90 1015 146,7 1042 170.0 1076 $41.0 1642 1700 1752 111.8 1$42 10&6 1155 1007 1542 tats 1187 ba, Q4187.9 1167 33
.Fi Gain 170.9 074 17010 768 170,0 1160 170.0 9047 170.0 1364 1700 1002 180.9 1472 170,0 1005 14'20 1472 IMO 1148 120.5 1472 150.8 1130 107,1 1472 14T.5 1105 01,8 1472 140.0 7704 843 1 1472 ISE2579
(t��
721. f70.0 1067 170A -878 770,0 798 1704 1008. 160.8 1324 •188.2 1101 1320 1320 140.0 IOU 117.3 1320 137.8 1086 105.6 1320 inn 1040 a&0 1320 117.0 IUM 76,4 1720 fIZ0 1013 WA 1320 � 7 W� � .�0
701. 170.0 tt22 170.0 937 140.9 1184 159.4 101} 12112 1184 130.9 984 7122 1184 125.7 0111 99.7 1184 11&3 Sat 99.8 7164 107.5 052 74A 11114 07.11 614 64.1 1164 911 927 86.i 41114 � � 2
21 70101 185.1 1124 170,0 967 i38A 1124 147,0 889 110.6 1134 12.90 9117 1019 1124 718.0 931 023 1124 15.11 816 M.0 1124 945 900 69,2 IIU 59.0 NO W.3 1124 61,3 881 81.0 1124
001 188.1 $44 tltA 760 904 $44 044 736 77.2 644 821 724 972 a44 79.3 712 60.1 044 OaS 702 61.0 aN 81.4 i3 48.0 844 842 878 30.6 874 500 6311 33.6 8N 47.7 662
801 69.7 742 91.7! 563 742 742 772 6R 03,11 742 872 641 5&7 742 69.8 631 49.8 742 5L! 622 448 74 49.5 1114 37.1 742 434 6Q0 37.8 742 3aa 680 27,6 742 37,$ 5$4 a N m Z
C7
0847 822 688 M4 MG 821 QBB 615 021 44.7 688 484 513 30.1 686 41.4 805 34A 086 31.3 498 31.7 665 342 192 28.1 5% 29.8 461 22.3 d5" k2&a4'n12 10.0 6118 24;7 46811701 $T8 Lm M.8 503 4&9 635 4916 405 412 55 42.9 467 SB2 119$ 38.0 4118 32O 856 34.2 473 2&6 658 31.3 467 244 d56 27.1 457 20.3 10,0 W6 MA 4421201n 486 470 40A 133 3&0 475 30.0 428 326 475 337 110 28M 476 29.0 414 264 478 2&8 409 710 478 244 404 194 470 21.1 395 18.3 14.3 475 172 381 X ' U
144101 211.4 330 20,7 35 22,0 330 224 301 7a.8 330 19A 2" 185 330 17.0 iM >
O Q
TABLE ANCHOR CAPACITY ADJUSTMENT FORMULA O �
Ancho7Ca Table
sae.twr 27kconnot4 Uk0". Sow u FM.dCAiU vTvwod Mem (Dl„}XrANOHORCAP.,.„,,,,,�_ANCHORCAR_ u y -a •�
rInmanir 1r466EboNteEfao leV6$Ebo 01081" 6tzatK! #1267511 `MULLK)NPRODUCT REVISED
Andwttkl4c 3h8'FJOoWbman !lPEfaottltrmat 3rtSf300taaagn 1r4'6faoUMgom Agg�ylw sraar(GO8mmm sercclo5) USE THIS FORMULA TO OBTAIN THE AO1drorCtp PACatnO NeaKn ApQaOaa tMriuoO a0 bdnpl Inp with the Florida
Ea9.01.ian.o Ink t• 2.712' I. 24x2' Str6' t' 2.1x2• f• 2•VY 2' 3.13' 7 0,48^ 0.54• 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN Building 7X015
Em2Cdlnad k 1•sa• iS4' 1•v4• 1.114• 2• I.u4• 1N4' 1-17+• 1•I74• t•1r4' f-174' r I-w verb' 1aib. ACTUAL PRESSURE REQUIREMENT FOR THE ROA-No. 17-0630.01
250511®4,75-MIn,QQ 751ndaa or alb"Clq�(Flp.7&2k 300 am 390511 . 89Dm 7&4168 ON 280 ft 354 IN 409. 3746. S649u 9411 115 442 Me WO We OPENING,WHEN IT IS LOWER THAN THE MULLION 1raU0n date 05!26!2021
4AMlic.$ MULO.O.13mMad1or0a1gG,0p .sk 70686 7Wia QaaM. 14100* 952 Ma WA 5& WA 6302* WA 811071111 WA 692#111 8680u 1124511 CAPACITY(FROM THE TABLE)OFTHESELECTED P
bAmlw11O1.1SM1o,0.r6WAWd(OrOftd)Upft.4t 06010 74o91b. WA WA WA WA 760 M. WA WA WA WA WA i3Ma4 7735011 :Ribs MULLION,IT WILL YIELD A MINIMUM ANCHOR By
4AW.M Q 7306 Q.0.IM W CO"Ift.6k TO0C9 76olrffi Geo ma Imolta y8960a 54om 887#1 WA 760 ft 746#1 swft Iso:me 692811 1861101 i120ts CAPAOTY WHICH MAY BE USED TO QUALIFY A01s1tf
6Awhm 0 31M a.C.rMUSAnd.CIA$rf -at Wo IN 117016. 702tl M. 2WIb3 0>t QfO a 640Ma A tt4ofb 71225 7320#1 2638#1 ion 117756 150 be ADDITIONAL ANCHOR OPTIONS FROM THE
{Am6aa®OAS MBu o.C,! 111.125' ta.{F(1.7k WA WA WA WA WA WA WA WA WA WA WA WA WA N!A 1430 as ANCHOR CAPACITY TA@LE.
2AlbiMG22SMh.40IF-Cpn.ek 3506. 35015 2110001 75 Oa 478 E. WA 280#1 WA 315 M. WA Nom WA 311 Eo N2i6. 069•a
4AMM6 1.11 Mh.O. FCep(Fm,Bk 460 Ee 100 Ma WA WA WA WA 9801a WA WA WA NIA WA 682811 80$!0. 1120 ba
NOTE FOR THE OFFSET CLlF,119E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.002• 1.000" r-
f
TABLE NOTES: `
FIGURE 1: FIGURE 2: -FIGURES: FIGURE 4: FIGURE 6: FIGURES., 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • • • • • • • • • • •
ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE, O1Y LYJdry 'i.,�i
• • • • • • • • • • S)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE `. .14, LtG£MSF'��j
SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' Q" •`7'17'!+ ;
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * 140.58705 S F
FIGURE 6 FIGURE S: FIGURE 7:
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30 SPECIFICATIONS.HOLLOW AND = 0
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE %73: , Q:
• • • • PRESSURE-TREATED YELLOW SOUTHERN FINE WITH AN SG OF 0.55 ALUMINUM SHALL BE r-0 &ATE 4
5063-T6 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.046" 375' 5' i�t�� '.r[ORIpT*•.•'
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICKANDfi36.ALL ANCHORSL 37
-T 37 itsSj •• G>>�
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 11 X 4 X.375 1 VX VX 275' i A.,LANA V E.
ANCHORS INTO WOOD MAY BESTEEL,i8.8 S.S.OR 410 S.S. T-MULUON MULLION
FL P.E.#68705 i
TABLE 8A
Mullon Capacity7ablo jIbsM
Opening Width(fortallreByspemdn0 mdElons)orOpening Height(forhodwridy-3pamhg mullons) I: a
m in W 1n 701n 00 M Doi. 100 in 12D In 140 M 169 In
126"x ReeleW f MaWdOS ft ts0Uar. IN W1111SM Rectmauim TnPMenD• ReotmrW4r RAWT11", IOeMgdr MaWMEng• RedAlI M TaWbns. Reebuedlr IaplrimO• R-unaider 75Wa1mt0. Rerdmvft T WWtm& o
3.188"x L0adn9 Leming Wo dng E-09 LOW" Lmang Loafing L-aft 1.22 s Loedn9 Laadpg Loadn9 Lmdw L.800 Leadnp Laadttg Leadna Umd06 S n
T.b.Mull Lo
I ilia[ Din iI I I I111 u I a� I I I I 1111111 11111 11 11 11 1 1 1 X11 1111 1 � o ���� z
W
42 In 170.0 020 170.0J745
1780 744 170.0 470 170.0 eae 170.0 SOB 170.0 992 170.0 Big 170.0 ftle 170.0 821 170.0 1240 170,0 621 170.0 1408 170.0 621 170.0 1735 170.0 521 161.8 1769 170.0 521 N J
4e In 170.0700 170.01T0.0 669 170.0 584 170.0 992 170.0 630 170.0 tt33 170.0 6'01 170.0 1215 170.0 877 170.0 1417 17x0 = 154.8 16{8 170.0 050 132.7 1616 170.0 BW 116.1 1540 170.0 080 i�i -1 � �
NMI 1. 1780 741 170.0170.0 896 1780 631 170.0 1010 170,0 864 170.0 1195 170.0 723 fl0.0 1345 170.0 747 197.0 1460 1704 756 131L2 1488 170.0 786 119.3 1466 170.0 786 104.4 1469 170.0 758 � M Lr� tZ
541n 170.11 7a1 170.0170.0 959 170.0 681 170.0 Ilia 1780 764 17xO 1276 170.0 002 1611 1376 170A $37 140.e 1376 1780 eW 122.3 1378 170.0 MI 104.8 1376 170.0 661 21.7 1376 170.0 581 a 03 CO p �
W N t7aA 085 170.0170.0 1083 170.0 797 106.0 1170 7T0.0 670 1360. 1176 107.4 930 123.8 1158 1660 919 1112 1158 150.0 012 927 1168 144A 009 72A 1158 144.5 006 MS 1158 144.6 905 to Vt
LU
631n 170.0 930 170.0 1110.1 1051 170.0 SW 1372 1051 1560 002 120,1 1051 1420 648 1067 Ia51 10..3 837 W.I 1051 125.7 030 S0.1 1051 110.5 822 69.6 1051 119.1 821 69.0 1051 119.1 821
BB In 187.1 057 170,0 788 130,5 957 151.6 608 119.4 957 13CO 700 1OC4 697 121.6 777 92A 857 112.6 707 83.6 957 108.0 758 01.6 BHT 100.0 760 697 867 08A 740 622 967 96g 748 b Z
72 In 1267 ON 1382 898 107,5 804 1152 884 91,9 804 101.3 671 00A 004 01.4 660 71.5 804 64.1 070 04,4 694 76.8 643 61.0 804 1_3 -
46A 004 6aA 679 40.2 004 00.8 028 Ug�g Q
�7 78117 109.0 721 114.0 810 912 722 872 618 782 722 86.3 806 68A 722 78.7 b86 W.B 722 70.3 06D 84.7 722 05.6 580 45,8 722 39.1 722 88.7 665 34.2 722 602 684 N Z
5 761. 101.2 689 1066 000 84.4 066 88.5 586 72.3 e86 78.5 80. 63.3 006 70.5 088 682 865 81.5 560 80.0 865 60.1 563 422 083 38.2 6S6 01.4 637 31.8 685 69.7 838 r to r
3 Z N Q N O1
6901 BBA 815 69.0 487 66,9 816 6Z5 449 47.1 818 50.1 M1 413 816 41.7 434 SBA 515 40.8 478 73,0 816 37.4 422 Z7A 919 23S O1S a0A 407 20.8 816 29.1 40{ X
061n 54.3 453 06.8 404 48.3 453 47.1 397 76,0 483 41.0 391 33.9 453 26A US 302 453 33.0 378 273 463 30.4 374 22.6 453 10.4 483 24.3 380 11.0 453 229 3% tecoco �OtO61n 35.1 158 39.0 323 31A 358 320 318 27,2 355 264 313 23.8 359 232 308 212 259 22.7 304 10.1 3% 20.8 300 ISA 356 S
ttt b Sit 338 SSA 306 20,3 S30 30.1 301 23.1 318 ffi1 297 220 336 232 269 19A 730 20.9 28D 17.8 318 10.1 285
1201n 27.8 290 20.3 264 232 290 23.0 280 19.0 2B0 1 2m 17A 290 182 263 164 260 16.!
144 In
10.1 207 78.1 f6B Q r Q'r0
TABLE 8B AnehorC•p6 TOMO ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHORCAP':f
S1.0stm5 z7tc6elee sWlcor. mwa7u FtlmcMv w(m May (OP,o)X( )=ANCHOR CAP.,® .
6n8'E1co t14"SSBcc &16'Beo vsSsexm 810Sfe1 dt123tee1 MStee1 MULLION CAP.,,",,,,,, PRODUCT REVISED
Anclly Tjpe yfb`Oco 6816.05 OS Eko UNaem 9�158[oU6iam b4'EkoU01Mm
MehorCDp P•t10m• UQta4on AggOGaNr utram AgPleoas scle9r(1dS7 stmt 609 Butz(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom 110 with the Florida
Edg104tumeq I• 2.11r r 2-vr mar r 2-ur r 2-VZ a 3.10 7 a.m. Rha• 0.024• CAPACITY REQUIRED"CORRESPONDING TO AN t9ulldlrlg •
Emtedmnl lar 1a4' 1a4' 1"Y4• r 1-v4' 1-vr 1-v4• 1-v4• 7.114" i-ve r 1a6• I-w 1.0184 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 cion D a79 MdM1 o.a/61.0178.03 or OSset®p pi>z TY 39)219 39015 45D N ago lb�s leo ibb. 354 MS 74011s 374100 S60 rosa49
V170ts
442 We No Iia OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
aArcao9 117 MOL oc/81567/0(ara73c4 t2p pig$ 45613 Tao w5 r4w NW NIA NTA 980 m WA NIA Nu WA 886 to 172•,9a CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcrou143•MIA G.C.112)WA CIPS/via 4 780 Me ?w les 6B0ev ISmm Isma5 64015 6WOs NIA 76015 748 IN am 26 6.0515 112185 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4.0560300.45•Min.O.C./U InW.126PA Mft 47 NIA WA WA WA NIA NIA WA NTA WA NIA WA WA 1430034 CAPACITY WHICH MAY BE USED TO QUALIFY Mlartl-0a r0 vet Control
tASnxIFcllppi95t 195 IX 108108 226u,e 44515. B22I5 196®s 14095 5919 15 16710.0 39205 22168 251771 ADDITIONAL ANCHOR OPTIONS FROM THE
2 M15e 1.115'MIM O.CIF 6T 247916 35086 N/A WA WA NIA tm 15 NIA WA NIA WA WA to 6606x.0 ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD(XIP.
1
FIGURE 1: FlGURE 2 TABLE NOTES F-1 250"-'1
• • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1
`{71UIU117/I
pw
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� a0,,.....,,• �i�
FIGURES ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3188' ^``e1�;' tICENSF•.���i�
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS255' No.58705 *'
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAIRS. =_ +
4)SUBSTRATES:CONCRETE SHALL CONFORM To ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT CM SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE 4: FIGURES: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66,ALUMINUM SHALL BE
0063-T6 AND BEA MINIMUM OF.126"THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND i '�i��'�''��ORIDP,••'��'�.`
D 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A39.ALL 1.25"X 3.188'X 285"MULLION �i7 S�0......�NG�`�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1.1/4'VF MULLION) r7jIl m l l J"%%%
{{{%
#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S, A.LYNN MILLER,P.E.
FL P.E.#68705
TABLE 9A .,
MuOfomCapacity Tebto 1baffts
Op•nlnq Width(farvefGal"penr6narntma!s)erOponfngHdaht(forhbrizantalf"pamingmWpota
50 h 6O In 70 In Bob I g01n I in I 12o W 440 in 180 to a
1.29:3.25
R.0hpa7PpaVTt�ww. ns01na0tm7ap7Amv. Rftvhr vwntmix Mwnr97M T4W2. nm6aWWa TapA gRDa-car TPrmz rn6fnWe
LodLoam9 Loaning 10700 Losin9 aAp led9 adrL6np t6fi [cW9Lod0 La4dq Loading aT®7o7a6 Rw1m8st1�J6mp
'T
.
.400 Lwna Lnadg Loading
A)M. �
Mug n11
s U
r
121n 170A 1 020 4740 438 170.01 741 110.0478 170.0 868 170.0 600 170.0 002 110.0 019 110.0 1116 170.0 021 763,3 1110 170.4 821 127,7 141(1 170,0 821 IOU 1118 170.0 521 968 111E Ingo 621 0
48 to 170.0 708 1740 624 170.0 SH 170.0 684 787.8 978 11170.0 630 140.7 870 1700 864 1344 ala 170.0 arT 4172 976 1770 OW 87.8 1.970 1 1780 1 680 Me 018 1780 Bag 73.2 078 1740 Seg t1}
50d201, 170.0 747 1740 603 170.0 696 170.0 031 760.? 021 170,0 6001 3
131.8 627 1065 748 117.2 927 159.1 699 108.6 927 18@.3 888 87,9 1 92? 08.31 090 16.4 027 1603 886 608 927 166,3 095
94 In 170.0 797 1M.0 612 104.6 869 170,0 881 132A 880 153,8 683 1149 669 141A 089 103.0 068 134,0 680 02.7 Sag 1240 064 77.3 889 124g 482 66.2 069 1248 682 111.9 ess tag 082 o LLI 0
Goin 1433 149 1518 034 f19.4 746 1323 470 fa&3 740 117.8 Goa 39.6 748 IOU BOO 70.6 748 IDIB 692 71.6 740 068 667 60.? 746 93.3 683 513 748 03.3 683 4A8 74'1 23,3 03 y LII O (n
03 In 123.1 '077 132.0 679 103,1 077 113.2 668 844 077 ICOR 056 77,3 677 OIA 1340 68.7 BR 682 639 61.9 677 61.0 534 51,8 677 77.0 629 44.2 OP 78.7 520 28.7 077 747 520 �I
6081 107.8 647 Ii4.4 410 807 017 STA 610 70.9 817 88.3 We 87.3 817 78.8 500 598 617 M.8 704 Sig 817 807tM21U2
fig? 64A 483 $8.4 617 83.7 462 960 417 83.7 462 `2 tLLJ
l
7287 828 518 bL1 160 841 818 lox 440 68.2 610 862 432 $1.6 819 00.9 425 4e.f 619 81.2 119 11A 516 647 619 460 100 21A 610 458 /m 2110 610 460 4Da Z Z N mf"
7670 70d 465 7ST 400 66:7 Ied 828 399 60.3 463 .64.9 '300 44,1 466 49A 384 392 489' 463 978 982 488 423 466 363 397 26.E 485 3gb 364 P2D MB 383 309
78h 863 441 880 967 843 441 07.7 970 448 Mt 646 972 409 44t 48A 3m 303 441 41A 300 SU 444 36? 441 84,0 349 234.3 Mf MI 348 244 441 3Y.7 948
m In 42.4 332 43.6 268 384 332 37.0 269 SOA 832 323 284 20.5 332 20,11 280 23.9 332 20.1 278 21.2 332 24.1 332 21,3 264 183 332 19.x3 202 13,3 332 187 260 j C i" h-
68W 36.0 281 368 269 284 2fi! 303 25@ 7b.D 291 284 252 21.6 267 2&d 240 /4.d 2fif 2I.3 z44 iTd 281 111E 26t 17,1 R.
12.8 201 16.6 232 Q Q7 5
10953 24.8 230 26.1 200 20.E 230 21.1 208 17.3 230 183 201 16,4 230 102 ISO F X
III In 22.0 218 211 107 ie9 240 /vA 104 183 2tS 148 181 id,t 218 I. Im C7 {�jy N 6 G7}}tl
12053 179 167 t0.Y 470 149 187 i 183
CD
® X 'Y �
� � N
TABLE 8$ ANCHOR CAPACITY ADJUSTMENT FORMULA
AnchorCa as Table s p
s9bstmm: 2T9 CAtpie D 3.89 CMO.I 1lobw CmuFBe6 C1vn! PTNAad McWI pP ANGHQR CAP.�,,6,° yf a>
( ..)X }oANCHORCAP.,,m
(gtW BOO 114•a8 ElDo 5118"Flea 114•s6 Eko 110 e10e1 612 steel 012 SteS MULLK)N CAP„u++.".
At�vtmr7ype: 37f8•tlwlYtmoan 114•Etrot60man Stir Saouiwmi 114"Ekctmiscon PRODUCT REVISED
AnchorCOpPQiterna t66aoan A9pn0ata t5bbam A9gefdataraamrGIs7ameAtc5) somw(m) USE THIS FORMULA TO OBTAIN THE°ANCHOR aSCORIPWO WITH the Florida
EOas Orsrenoe nz r 2-vr f" 24ir Via, r 2-Vr 1• alre 2• 3-W r 0.48' ON. 4.su' CAPACITY REQUIRED"CORRESPONDING TO AN Bnlldins CCco4dfa
Emia¢oment z f-st4" 1x74• f-aro• 1;4+4• r I.4W I•Ita• 1-144" 1.114' 144 I-tra• r I.38" 1081• w4as ACTUAL PRESSURE REQUIREMENT FOR THE "*A-No. 47-0$30.01
2Ana0om 04,75° O.G./9lamardaG6se1'ylp(Fp,17 390 fba 390mt 454933 BOOM 16441he 2701 2B'lfbs 994106 740 rot 371be 684bs 945 R* 341 WO 442 IN 380 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Exp1mHan Date 5/20/2021
4mwhamatts•Mtn.O.G.rStandefd{o7t'»hat}C;C;y{Flg,2s 48D H. TOO lbs WA KA NtA WA 360% NA WA WA WA NA OR 01s 6861bt 112066 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Ankm G3"MOL O.GI(E 216 A7101e Ohat(FOO.37 ?601ha 70p lbs 86061s 1611004 IWO 81s 540 Ins 580166 WA 700 Ws 7491bs 980U t6921bs 6620)6 8981hs 1120 ds MULLION,IT WILLYIELD A MINIMUM ANCHOR By
3Ar4hoagOd4•Mh O.At trd6.IC7AhOnft4F WA WA WA WA WA WA WA WA NTA WA N1A WA NM N84 mthe CAPACITY WHICH MAY eE tlSED TO QUALfFY Mia retro
I A7wnart W.6i 40606 190 NO A2S Iha 706 @b 972Iba 1366)6 too 166 177 IQs 370166 1B71DlI
s 992116 473676 170ib8 221 lea 280161 ADDITIONAL ANCHOR OPTIONS FROM THE
2Amlwra a@4.I6"Mdn.O.Gf f"G (�.DS 240 ms 3506s WA NlR WA WA 18PlW WA WA WA WA N01 3116e 442106 560166 ANCHORCAPAGlTYTABLE
TABLE NOTES:
FIGURE is FIGURE 2: t,Z60°
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION
• ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTOSCALE.FOR EXACT DIMENSIONS,SEE �`Ci�O .• N...
SHEETS 21-23.HOLES TO BE DRILLED IN TI4E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3'260" 8,260"
ANGLE '''1)CENSF'•
CLIP MUST SHAWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
BE USED *t: No 8990E
IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI$01 SPECtFiCATK7NS,HOLLOW AND _ Ar
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL '
FIGURE 4: FIGURE 5; FIGURE 8. BE PRESSURE-TREATED YELLOW SOUTHERN PINE Wrr"AN 843 OF 0.55.ALUMINUM SHALL BE
8083-T6 AND BEAMINIMUM OF.100°THICK.STEEL STUDS TO BE A MINIMUM GRACE 33 AND q�
• i 048°THICK(18GAUGE),STRUCTURALSTE=3'
LTOBEATLEAST.126"THK;KANDAXALL 104' 100" f AID IDp•
• , ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADSO
BEYONp THE MATERIAL126°X 965"X.100" 1,26"X Sas X.10p" � S R
#10 9 p12 ANCHOA9 INTO WOOD MAY BE STEEL 78 8 S.S.OR 410 S S. FIELD MULLED U�NITs FACTORY-MULLEDLLIINO UN TS r�'taAIAL f-'
DA.LYN 416!1�9,P,E.
FL P.E.#68705
TABLE 10A `
Mullion Capacity Table bafle)
Cpanlno Wdth¢orvaAJDelly-spelpdnp mUfiorel)arOpenlnp Heioht(brhad2e*u"pannbg mdoo m)
6001 6e In 70M 00 in 00h 100M 00 in 1401n ifiOM
128%326 R-Wguier TrOPMUng. Rect4n>Odal Trag/rdang R4daag+A14 T=-ne. It taopuNr T(sprMs"S. Redac der Trap/7deng. Reexvdar Tap"lrbvn Radanpla TrepaVeng. Red aubr Tmprr&ng. 11-tan d. Tr.4Ji'rimg. A
%.024 LoadMO Ladiup Lo4d0u3 laa9ng La9ding W54Mp LeSAng Iosang Locdmp loafing LoamnO LoadN9 LondM9 LOBdnp Loafing Loadho Loading LOOdI� 6'L
Atu
flll�
4> a tJ
Is
s3 say ss s f s a �x s � sg a 3 a g 8 2 �� 1LLW-!
421n 1740 670 1170.0 436 170.0 744 1740 47a 170.0 860 time 608 1740 082 1709 619 170.0 We 170.01 621 170.D 4240 170.0 521 170,5 Use 170.0 62] 170.0 1736 170.0 521 AOA 1983 170.0 621 0 �
dB In 1740 708 110.0 674 170.0 450 170.0 501 170,0 892 170.0 630 i7Q.0 1133 170.0 861 1140 1214 1740 Btt ]70.0 µll 1709 890 170.0 1700 170.0 680 168,7 4079 1709 WO fl0.d 1979 170.0 ago tt;;a8ff
64826 M 1740 747 Ins 663 170.0 698 t74D 631 /709 iM O0d 684 1700 1155 170.0 723 1740 1345 Me 741 170.0 1494 1740 768 170.0 4793 1740 760 152E 1077 lmo 756 133.6 1077 AOA 7a y
S4 in 170.0 791 178.0 812 171.0 950 tt0.b 891 ]10.0 1118 ]709 764 1709 4276 1709 803 170.0 1431 1740 837 ITD.O 1594 170.6 056 156.4 066 170.0 88! 134.1 1769 1740 801 117.3 1169 170.0 881 a LU
m O fJ3
BOtn t70.0 006 OO4 701 170.0 1063 170.0 T97 170.0 t2AO OOA 070 170.0 MIT 170.0 SU 1611 Mill 1740 996 ]45.0 1511 170.9 1033 120,8 1511 170.8 IOW 103.8 1511 1740 IOW 00.6 161! 170.6 Ica
03 In 1709 930 17DA 146 1704 11 t8 1701 860 170.0 1302 170.0 840 1646 1370 170.0 1015 1392 1370 1701 1075 126.3 1370 454.9 1092 104A 1310 155.9 1072 89.8 1170 165.3 1D70 16.3 1370 155.3 1074 W
MIn 170.0 074 1701 709 170.0 110 170.0 903 155.6 1240 170.0 1002 1362 1240 1609 1013 121.1 1248 147.1 1000 108.8 1740 139.9 969 00.0 1240 13014 978 779 1248 129.0 976 56.1 1248 129A 078 W
1 72 in 167.0 We 170.0 876 136.9 1049 10.2 882 114.9 1049 132.1 076 IKO 1049 118.1 960 932 Into 109.7 848 W.0 We 102.7 838 09.9 1049 84.3 628 115.9 1449 81.2 WO 629 lDd9 91.1 820
76 in 142,7 041 149.1 922 12.9 841 128.6 8N 101.9 Sit 1112 791 99.2 SO 100.0 177 79.3 941 91.7 168 71.4 941 gS.6 757 699 941 rrA 744 519 941 74.0 737 44.8 041 Ila 738 � � � 10
0
Nin 132.0 611E 131.8 183 410.0 119E 110.9 757 81,9 891 1029 751 92.6 894 81.0 140 143 994 94.4 730 50.0 894 71.3 7M 66.0 894 70.7 707 47.1 094 611.0 701 41.3 tai 88.1 690 Q �,H
Coro 85.8 671 96.7 696 14,15 9Ti 74.8 586 61A 871 65.3 676 W.7 fi7t StIl We 47.7 671 625 558 43.0 611 459 551 35.8 071 47.1 1,39;
39 10.7 871 347 531 26.8 671 3115 626 Z
981n 7tl.e 680 72.8 627 69.5 890 BIA 618 609 685 699 609 4d3 600 47.6 602 39.3 Me 430 434 36.4 600 399 4118 79.6 680 34.7 477 269 690 319 489 22.1 1150 29.1 464 4- Q x
tco 1-0
�(n 40,7 d68 609 421 419 466 429 414 35E 488 37.1 400 31.4 418 32.8 402 2t./ db6 29.7 398 2d.8 d00 27.1 315 77.7 465 23.6 382 179 465 212 376 45.6 466 i9.6 370 a Npb
Itt In 169 441 40.1 400 382 441 31.1 393 32.7 441 34.1 387 29.9 441 30,2 307 769 d44 272 376 229 441 24.9 172 19.1 411 2L8 3W 189 M1 19.3 356 14.7 M1 17.1 151 t' t'n M
720(n 38.3 379 102 344 302 aro 31.0 339 264 37a 248 334 22.7 373 73,7 379 20.1 378 21.1 326 141 318 1!E 321 15.1 978 10.7 314 x `152
I"in 21.0 262 212 242 SSS 262 179 239 16.0 262 15.3 2304 Q Q
TABLE 10B
AnchorCapeUty Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMUM,
81100018 276Wfciaa aucm4.I Hale+cmu FgladCMU P7wmd Mad (OR )X(.ANCHOR CAP.,,,,,,,,,,,1=ANCHORCAP._
6'18•ENO tw Ile Eco 916'fJco 1/4+88 Eeo #10 stat m2steal #1294x1 MULUON CAP,„„,,,,,,,,/ PRODUCT REVISED
p Arfctiar 3+tBtgcoLNracm tl4"i$oU3azan a1BEcotTdrdcn umFJcaUmiaton A8$5G� UltMdn Aypmciltar 6eiextd }Se44w(D6) Scru71G5) USE THIS FORMULA TO OBTAIN THE ANCHOR ascompbTnawith the Florida
A1lchorCliPattems ulnaan
gdp Q4tal[e Qnj 1' 2.Vr 1" 2.10 1" 2.112• 1' 1 aur r 3410 T 0,46+ 6r 45.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Godo
Embe aiee At 1374^ 10r sus 1S'4* r WSW i-ur 1-114• 1 1114+ 11.114• -W r 1.2ra' lana Y47B4 ACTUAL PRESSURE REQUIREMENT FOR THE NO"*. 17-0630.01
zMcronR47gM4no.614sanaadaoase1c9p01g.1 39D%* 11man 4'9119 MMS 194435 grow 2m39 364109 70119 374 IDS 684 Me 47mm1 34133 4420. alerts OPENING,WHEN IT IS LOWER THAN THE MULLION ration /26/2021
4Arthas0tQ5"ARn 0.crs10a03d(a Of6eq(Ap03g 2k 48035 1D4m5 WA WA WA N/A swms NIA WA WA WA NA 58236 e65ti13 1120 Re CAPACITY(FROM THE TABLE)OF THE SELECTED Expl
4A4[me 4]3"Mm.O,G/ 2kBAh0fe rA109/(Ftp.67 780Re 7m m9 See ibs 16m1be 16
em9 540 be 5W lbs ILA 75009 745 IDS 680 Me 189235 68239 803 Me 1120m MULLION.IT WILL YIELD A MINIMUM ANCHOR
By I 3Attha9Q03M14h 417/11095 Ud0.100'Atihn¢'lp.4k t4Ui WA tVA WA WA WA WA WA WA WA WA WA WA WA 9503e CAPACITY WHICH MAY BE USED TO QUALIFY unam Product Can
1Ai0mr/Rc5p0T4, imt* 101@9 22139 4162E 02239 136®1 14004 177w 3701155 terve 332115 473 We 17031 221 MS 250 its ADDITIONAL ANCHOR OPTIONS FROM THE
2AncDDR 4.46'IdtnCEC1F 4 ?9018 36560 WA NrA WA N/A 10949 WA 109 WA WA WA 81131 31 83066 ANCHORCAPACTTYTASLE
FIGURE 1: FIGURE 2: TABLE NOTES:
t261P 1.260'
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
• • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
LL 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. LT
tt 511414 tt 17/
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE .``st1r4• "` !tl/r��r�
ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250' `� •' �%CEIY
CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.63706
• ! • • s*j
BE USED =*:
W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,r�
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL ="O 5�!/ C
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4 6063-TSANDBEAMINUMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i O,tt•, STA (V;
• 945'THiCK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A26°THICK AND A36.ALL ri��st
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26'X 3.26'X Au" 126'X 3.26•X924^ S/
#10 ANCHORS INTO WOOD MAY BE STEEL,16 8 S.S.OR 410 S.S. MULLION FOR MULLION FCR �77JONAL 1 tt�t�
FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E.
FL P.E.#66705
TABLE IIIA
.111109n CApedtfliJibla(thallt7)
OpuilnglMdthibrt:attitslyspamtdon9)orOpmMgHdBet¢br7arktprt9 pbrw,gmdnom)
60 U 60 i. 701. g0 In I 90 in US h 110 to 140 In ifi01n u,
_ Q
1.25x894 RaetMButw 7r8pTdanQ. Rret6nydar Tiy7fi7an9. RrrfengWn 710-1174108. R4etar4plkn 7'kprTderid Rremnpetas 7raptt'danp. Rro4n0ula, TrLudin sg. 1 1aary0111at TepT0an4 Rasmgl4ar T1aPRd1nS F#.ehnpia 7 Ti1mg.
1,624 L.&II Lading Lod1g4 Luang Ld9dhp L6ad81g t-mil Lad.g L-69 Loading L"adng L0-ad'up L40d1o9 LOadhg Loading Luft Luang Lending S�
AI�deo _ a -f -E f- � g �. M1�1 � t_ � �� � � � �. � �
>� (6 El € 88e$�M 1 1��1q � d & }�� R al I �$g� � e! i &SQL. 136q �$�t � �A 1 '1 §� 1 h a h 0-3 N
I II ii & IB it 1 i t �tlp F� y.1 " E U G G& 18 Ea.
it Al A $ f6 v V v U u v T U
€ate
421. 170-0 120 1170.0 435 171L0 744 1170.0 476 lig) 090 1710 506 170.D 092 170.0 Sig 170.0 1118 tt1D 521 170.0 1240 170.0 S21 170) 1489 170.0 621 lrao 1735 170,01 Stt 170.0 ISM 170-0 621 O
48 in 170.0 706 170.0 624 IMI 050 170.0 664 170) 082 170.0 630 170-9 1733 170.0 651 170.0 1276 170.0 677_1 1711.0 1417 170.0 SM 1100 1700 170,0 S00 170.0 1983 170-0 1 680 170.0 2267 17x0 ABO ? cl)
50.82501 1710 1 747 2701 663 179.9 846 17x0 691 RO) tOd6 5740 680 170.0 1156 5709 123 170-0 1345iM11 T47 170.0 494 170.0 768 170.0 093 IMO 760 17x0 2092 SM0 768 VMS 2791 170.0 766 x
56 in 170.01 797 I 170A 012 170) 956 170.0 691 IMO 1118 170-0 764 170.0 1276 170.0 SO 170.0 1434 170.0 837 170.0 16% 170.0 9% 170.0 1913 170.0 081 Rag 2231 170.0 581 10.2 2403 170.0 861 90 W O 1'
60 In 170-0 086 1700 T01 IMO 1003 170.0 797 570,0 INS 170-0 879 I= 1417 170.0 944 RDA 1594 17AD 848 f70.0 177,1 170.0 ID33 170,0 2126 170,0 7567 44S 2183 170,0 1083 729,8 2183 ttaa 1x83 a j j� 4
Min 170.0 830 1704 745 170.0 1118 IMA 8611' 17D) 1302 17x0 840 R0A 1481 ROA 1015 170.0 1673 1710 •1078 110.0 1059 170-0 '1122 1569 2060 1790 1169 104,6M1171170.0 1171 117.7 2560 1TDA 1171 a !- LU
661n 170.0 974 170.0 799 170.0 1199 170.0 B03 17710 1384 170.9 1002 1710 1566 00,0 1058 170.0 1753 170.0 1165 170.0 INS 1700 1210 143.0 1966 1T0,0 1276 I= 70-0 1285 107.2 1966 1710 1266 c3 � B•
r co
72 to 7?a0 1063 110.0- 878 170.0 1276 1710 1109 P10.0 1468 010 1125 2740 1790 170.0 !� 1611 1731 1719 L7t6 1387 71St 169,8 INS 1169 1734 ISIS 5364 90-160-0 1362 857 5734 ISM 13M 111 ? 1
761n SMO 1122 170.0 937 170.0 1746 7704 1900 160.6 1556 170,0 INS 141.4 INS 16S1 1285 131-1 '1566 i5U5 1266 1173 1559 41,3 t2SI 88.3 1666 120.3 1229 641913 1219 73,7 1656 1211 U19 � �
7871 170.0 1161 179.0 961 1710 1381 ima 1110 155.5 1477 169.3 1246 196A 1477 162-0 1224 1211 1477 USA 1206 109.5 1477 125.5 7141 97.9 1477 1149 1188 77410.8 1198 882 1477 156.3 1154
9010 1420 1719 2480- 856 718A ri1p 1235 968 1@7.6 1110 10-75 961 88.6 7110 983 836 TBS 1710 87.6 422 71.P 1110 80] 919 59.2 1110 713 561 60.788. 871 MA 1154 61-7 0709810 Y17.0 916 120.3 872 87.6 976101965013.897683B42731916716112986. 650 007 148 976 670 789 NA23 771 348 916 40.3 781zlot In 821 771 841 656 845 771 70.7 885 68.7 7Ti 61.3 674 610 771 51.3 b9t d6.T 771 490 655 ati Rt 44.0 BIT 31,3 771 280 b32 28.460 62Y 257 771 3Ld 812a 111 in 76] 130 77.3 681 63.1 730 65.P 860 60.1 730 69,3 640 47,3 780 448 531 42.1 730 450 622 979 730 41.1 614 31,6 790 56.0 508 27.01-9 800 23.7 730 29.6 687 A12010 59.9 620 81.0 689 48.8 824 612 b60 42.8 624 443 662 99 82 392 644 7111 69f 26-11 820- 27.7 418 21,44.6 60-9 fa7 024 22.4 501 ® LYr X 52
14470 34.7 433 35.7 490 249 473 290 396 248 <77 250 100 21-7 473 71.4 389 M193 433 20.0 361 17.9 433 192 376 y
a � z
cl
TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA2
AnelSerC.paclty Trela BW)
sum0sla 2.7643MC186 9,6kCa7c. Now cm e�eoLxmt F7Woai Metsi (DPA)X(A------ AF =ANCHOR CAP.- A �
N16'EIco 114rssac SWExe o4"S913co W094ed 01261661 gl29ttM 11 MULLION CAP,�,,,,,Y
AncttOr'lype 3nsOcAC0ocg1 tt4ElcDutOectn Vs•ElcoLam t 114'EroU6mco!! PRODUCT REVISED
AnehorCgp POttorn0 u6�nn Ay�aar lmBcm A;8(eQffiOr SIM*MM scramps, scrar{a5) USE THIS FORMULA TO OBTAIN THE ANCHOR 010 cam
ply/hn with the FtoNda
EdolWace6nY 1• 2alt 1'• 2.177 3-UB` r 2.112• 1 2.1? z, 3.4Ar 7 DAB* MC 0.024• CAPACITY REQUIRED°CORRESPONDINGToAN NuBdIsm a 1T-0630.0!
Emdeammt I-S 144 1314" 131• 7 }1w 1x14 }114` taro' 7114` }lr4 7 save fare vats ACTUAL PRESSURE REQUIREMENT FORTHE
2 An4Yot904.7 On.0,C.r MMEM Or OW Clip 014 n SWM, 300 ms 45D os 00M 1644019 270 w6 20-510 334 n9 411 $74110 S61fm 90-609 34105 0-42110 560100 OPENING,WHEN IT IS LOWER THAN THE MULLION exp7retion Date 0 5/2612 0 21
4APOW D t%-MOL 51121MAI(0rC" 7t 480 me 70D ms NIA WA NIA NA 38086 NIA WA IVA WA NA 5820.1 of m 1123106 CAPACiTY(FROM THE TABLE)OF THE SELECTED •,�
anrctaa®77110-0.0/ 2caAtgl6Cb93(R 31 710®3 789 w1 lm w3 155608 169608 BIOIm 68110 Nw 760110 mews am He 180210 WNW 685110 1120110 MULLION,ITWILYIELD AMINIMUM ANCHOR ¢Y
4Alctms@0.54"Min.pc.1V aaO,l�Akm NA NA N7A NA NIA W0- WA rlrA NA N/A NA WA WA wA 1251 N6 CAPACtTYWHICH MAYBE USED TOQUALIFY NB.In Pro ue �on}ro
1A90IImr RC6p(R 4 195156 lafge 226 an usm 82210 136wf tram 177106 370Im M1STIW 37285 47390- 17010 22106 280110 ADDITIONAL ANCHOR OPTIONS FROM THE
2A.4Mn t.I&MA0.CIF.CLPiR 24003 35001 WA NA NSA WA 19006 NW 1171 NIA WA N 31109 44210 650Im ANCHOR CAPAC37Y•TABLE.
FIGURE 1: FIGURE2 1'
--- TABLE NOTES;
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SIE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURES 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Ly
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE 3.4" `�`2Sa':�ICEN 41
. B i��T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE
STPjCTICNS LtL
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No 58705
IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5; FIGURE 6:
GROUT FILLED CONCRETE BLOCK UNIT CMU)SHALL CONFORM TO ASTM C-9a WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN Be OP 0,55,ALUMINUM SHALL BE
'��
• 6003-TS AND BE A MINIMUM OF.1W THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AM
824" �O1�'•,
* , 045"THICK(18GAUGO.STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND AXALL ---) y�`�1 '-"40RIOP,.•''����
D A 8#R INTO
OME NOW ODMAYBASLEAST3SC.5ORA1ADSBEYONDTHEMATERiAL ,`,'�fON L�
• 1.25"X 3,94"x0.620-` A,ikbl NtilCZN P.E.
FL P,E.#58705
TABLE12A
MuffloneapacayTablopob •
Opel in01Md0/tf'orael9cab�sparring nv lliom)orOpening H•Ight(tor Mdmlie9y-spai/rilrg mol cm)
WIR 6611 70M Bell 80In 10Th twin t40h iwk.
nw=srm I 71moft'g, pud-wu I TraAmft p. ReemplAw 7raMBw18• Recl8nplar 7raNnleaD. Rawwlm 75ep'MOtp. N,,mprar naWYth+w• RtatenWlar 7h"u% Race V- TnSprManp, 11eewolx ThT"m n0. kt O
2x4x.25 1•a VD I >4•*V 1.ma5o L-av taadmyf Lmft haft tmwdnp 1 14rdr41 L'a ty Lvift 1.0(1(168 toadnp Loadtlp Loaft toaap ISadcy �Ty
Alum � Y
lion
11 fil i [ Hil 11 11 if it 4.1 113 1 .11 f fH 1 1119.1 1 11 i �
42 In 1170 670 170.0 435 170.0 744 ARO 478 170.0 568 170.01 See 170.0 092 170.0 510 IRO 11111 170.0 521 170.0 1240 1170 621 170,4 1 14eal 170.0 621 1170 Am 1m.0 821 170.0 ion 170.0 571 p UJI
4811 170.0 700 17Zo SZ4 174.0 SW 170.0 884 170.0 00 170.0 Me 17CLO 1133 170.0 881 1701 1276 IRO 077 170.0 1417 1704 See "770.0 1700 170.0 888 IRO 1963 170.0 600 170.0 2287 ARO 880 114 1 (JJ
50.B2.4N 170.0 741 1170 883 1 17011 898 117MO Wt 170.0 104811".0 634 A= 1193 1170 723 170.0 1348 1170.0• 747 170.0 1484 17MO 750 170.0 1793 170.0 758 170.0 2092 170.0 758 117.0 2391 1170 I 788 I4!3
s
64 N TRO 787 170,0 812 170.0 B88 1170 891 170.0 1118 1170 754 170.01 198 1170.0 [013 170.0 1434 1700 837 170.0 1394 11(10 OSB Ina 1913 117.0 581 1704 2231 tR6 861 17ma 7850 170.0 I'®1 O W O SO in RMV SM 170.0 761 170.0 10133 1170 787 170.0 1240 IMO NO 170.0 1417 1 170.0 844 17(10 1594 170.0 098 17x0 1771 ARO I= 170.0 2126 170.0 100 1704 2479 17(16 1057 1110A 2660 1170 1683
6311 D 830 17Q171X0 745 1701 1118 I= Me 170.0 1302 170.0 940 170.0 1458 17010 1013 Imo 1670 170.0 1078 iR0 1659 170.0 1122 ARO 2ZH 170.0 1180 188.7 1557 170.0 1171 145.9 2553 170.0 1171 ,a 0
6811 me 074 170.0 71X7 170,0 1199 IMO IM3 170.0 1364 1701 1002 AR0 1556 170.0 10M 17U0 ITO 170.0 1156 170.0 iwr ARO 1210 17xO 2370 1T0;0 1275 ASIA 21.7 170,0 1289 1329 2437 1174 112110 tj Z
a m V
7211 170.0 4'051 770.0 6n/ 170.0 127617808
s 10 2170.0 1465 170.0 1170 17(10 17W 1701 1228 17(10 1813 4170 1313 170.0 2126 5174 1307 1455 2184 Rao 1485 124.8 2194 170.5 1628 1492 2154 17(10 1530
7011 1700 AIM 170.0 937 170.0 1348 1170 1050 ARO 11670 170.0 t209 170.0 1794 170,0 1322 1851 AMID 1170 1421 148A 1960 170.01 INS in.$ 1900 1514 1648 1051 1060 160 1836 928 IBM 1627 1531 WW
78 k. 170.0 !tai 170.0 087 im.0 1381 170.0 1110 170.0 1611 170.0 1250 IR0 1642 170.0 1309 1627 1561 170.0 1474 137.4 1881 161.0 1500 V4.6 t561 147,3 1473 982 1881 120.8 1439 86,4 4897 137.8 1451 EL a-� Z
9011 170.0 1329 170.0 1144 149.1 1300 158,0 1219 19.8 1348 138.0 1198 111.9 1398 711.3 1110 054 .0388 7102 1182 027.0 1398 101.8 1147 741 1305 89,8 1122 1°7.0 1308 82.7 4109 BSA 13W 781 1689 Z J Q
86h 147.4 1229 ASIA 1006 122.9 1220 127.8 1079 106.3 1710 1111.21 10111 92. 191 050 1041 511 12?9 89,8 1070 73.7 1228 87.4 1016 61A 1220 72.2 093 627 1220 659 477 451 JW � � �
led A03.S 071 1058 STY 88.3 91 SDA � 74.0 871 772 849 84.7 971 654 837 "67.6 m 61.6 as 61.8 871 555 016 43.1 871 49.0 788 371 471 44.0 782 82.4 I�-!. to tft7n 95.4 918 9.3 832 78,6 918 811.0 61088.1 41070.4 808 1127 9 82.9 701 610 2718 657 784 47.7 ale 51.6 774 39.7 019 44.5 750 M,1 ale 40Z 712 28.8 � x1201. 78.5 788 RS 716 179 758 ed,b 7W 831 798 659 47Z 788 491 888 411 760 H,4 577 37.7 766 40.6 668 715 7BB 34,0 683 27.0 786 31.0 641 23.5 F�1441. 43.7' 646 44.2 584 70.4 548 371 480 312 648 31.0 401271488 2 3 M6 223 470 21.8 610 29 474 142 648 ADA 484 156 1148 171 455 13.T S x ,� �'} }•,.'
C4 Q
TABLE 12B i7 ANCHOR CAPACITY ADJUSTMENT FORMULA: O 2 m
AnetgrCr Fihias) ANCHORW.7__)
•fW.,,,,,,,, f{ 06:
albina 271c oorctba 3ASCplt. Na90a amu Am
0d 011 Mer (DP)XC �pANCHOR CAI?,a E '•'1 '�
6.18•E4n v4'56Eko 5/6•Ek0 ni•69fac0 9104'170 0112 Stew tn2sa,°t MULUONCAP.,,,,v,,, a,
Anc0arC9pP•i16m• McnarlIpe SN8'F1o0umOcm vd•ecnu8mtm urmw 3°16•Eltnlnmtm vsE740u0acm ABPA utr4am Apy3O0ttr Sner("acTer(G6) Su�wm USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
ripe t3*xarce t r 2.117 1' 2.112• 3.151' ;NIA
2-ur i' 2.117 7 3.118' 7 CAB• ass mr CAPACITY REQUIRED'CORRESPONDING TO AN as 4:omairtn with the Fiorida
Emnmamt nT taw' 104' tau• /4'.4• 2' I-v4' 1.114° I-vs 1-vv 1414' 7 T-w /3.1 11(1194' ACTUAL PRESSURE REQUIREMENT FORTHE
BUHaIngCo4pi
2A--WM @ 1X76-wn 0.a r aadml or0a9ece9p Fla 1 4'98 70$ 3Da 6s 45D WS apo Ba 1644 M9 270 px s a 74Dtm 374 w 54'4 704' w o 341 ms 442 Oso-W-ms OPENING,WHEN IT IS LOWERTHAN THE MULLION 1.0.0(110. 17.0630.01
4Aa5aaRa®L1No.a/stanaam(Cr omeryc70Cmp4 MW 74309 &V b3 14M t* 1474[b5860115 NAA 70613 NTA amms WA 652 b3 Bus ft 112D 115 CAPACITY(FROM THE TABLE)OF THE SELECTED F.xpiraUonD•to 5/26/2021
SAntUm i,7rMh4GISWAIMOxCP.t IPEZ47 ?O85ID3 850 713166 144603 Milk70688 NLA m9It13 WA WA WA .0022105 1 MS 1600105 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AC0513®S'MN.CA! 255Anpl9l2ps I(Fla,$ 78D 105 See IDS 1860 bS Tm6IDS 660x8 WA Twits 74913 8000s law bs 682 DA 58503 112085 CAPACITY WHiCHMAY BE USED TO QUALIFY Oy
fiAf933�3'Mti1.aC.7 2tSAr9b 1 6k 1f70be 117026 1020PDS 234005 264109842815 WA 1140 ms milk3 13m053 20Mta 12233 19904' 1600 Be ADDITIONAL ANCHOR OPTIONS FROM THE Mlam r45 u
3Aettp3®1.84•MIS.tQ1tJ-CI1A Nt5.18B'Alan 7T WA WA NU WA NIA WA WA WA NA WA NSA WA WA 73 ANCHOR CAPACITY TABLE.
6ArstOx36 MW MN.O.C.I134061,hta,12SA4ml{Flp.Sr NTA WA NTA TDA WA WA 1.!A WA NIA WA NTA WA WA 2i !3
2 AMOofs 2.W Nit O.Cj F 01 9 MMS 370 D& 315103 T43 V5 71213 WA 28013 NIA 318 t3 NAA 440 I3 WA 917": 442 Its WO Bb
3AM1rYs 171°Mtn.C.Ct F-G 11% 443W 570156 SM 135 93165 411,4 -iw-- 353 Ma NIA 309198 WA WA W 611.3 66484 1 MIA
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED W THE MC4 4PLE ON SHEET 24.
FIGURE I: FIGURE 2: FIGURE 3: FIGURE 41
a • • • • • • • TABLE NOTES: r 2,000'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR iNFORMATlON ON LOADING.SEE SHEETS 2-4 FOR `` 111 1 r I ' !
• • • • • GENERAL INSTALLATION METHODS. ',`��j1Y LYltt/��/
FIGURE& FIGURE 6: `�� �.•''1(CENQF•.C�
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. : F
• • • • L_.�.__I 4.000'
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRIL M Ik 250° ;*: No.58705
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
tOCAT10NS. -"O'(fit
FIGUR£7: FIGURES: FIGURES,* FIGURE10: (� 3T TE p
ANGLE CUP 4)SUBSTRAfiES:tX7NCRETE SHALL CONFORM FO�ACI 941 SPECIFICATIONS,HOLLOW AND 4170111 FILCED CONCRETE BLOCK UNIT ;,�'•. 4✓�
•• (FIGURES USED
(CMU)SHALL CONFORM 3-ASTM BE WOOD SHALL BE"THICK STEEL STUD YELLOW SOUTHERN PINE WITH AN SG OF 0.65 i �OR. I ��
ins '••......,r'''
.. • MUST BE USED ALUMW Utri SHALL BE 6063-TS AND BEA MiNfMUM OF.125•THfGK.STEEL STUDS TO BEA MINIMUM GRADE 33.01.0.044':THICK(18 Y X a•X.Zs•MULLION �i1S'/QNAG��
IN PAIRS. GAUGE)STRUCTURAL STEEL 70 BE AT LEAST.125'THICK AND A3B.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /,Lr`}I(i{V AL a P.E.
• r• a • THREADS BEYOND THE MATERIA!..*10 8#12 ANCHORS INTO WOOD MAYBE STEEL,16-8 S.S.OR 410 S.S.
FL P.E.#58706
i
TABLE 13A
Nufficat Capulty Tabto bddtr
Oponwo WldOt v-tonic N•DPpming a40orm)or Op•nhlp H•iCld(for ng rmmorm)
sole gain 7010 6014 Dain 10014 12DIA 140in imn
F-h7afa TM01110t0. R+a�ufar 71ep7110% RemmrQldm Top7dmm. R-tmwAT 7Flpndml0. Ruttvlpdr U4µMW4 Raelergdar WRIM0 FGelat94a TrtWDImQ. F1A�mWar WNnF R-tovhr �Tdwv
2:8X.26 faadw L"&V Lge8a0 Loaft Lwd-p Lbarrq L"09 1.09ft i�tQ L-*1v Lmft Lmr&+9 taedn0 tozdnp Lnadllp t�d14Q t4aft Landlf0'
Ahm
Tub
fila ' u $a a sx
04
-Td i
I'a JE LI I
4214 170.0d7441
170.0 435 170.0 744 170.0 475 1740 813 1740 ON 170.0 092 170.0 S1D 17MD 1110 170.0 MI 110.0 1240 170.0 621 170.0 14U 170,0 621 170.9 1736 170.0 621 170.0 19w 170.0 Sgt 0 y
46 h 170.01740 624 170.0EM 1740 664 110,0 862 1744 MO 170.0 1133 170,0 661 ROM 1275 1740 On 170.0 1417 1740 660 t70.O 1700 i74o 864 170.0 1983 170.0 860 170.4 2271 170.0 680 U1
07
50.625h 170.01704 583 170.0 506 0740 691 470.0 1418 1740 884 170A 1195 1740 729 170.0 1345 1740 747 174.0 1464 1740 HA 1704 1703 110.0 758 t70.0'2082 1740 769 170.02301 170.0 755 N L
170.0170.0 612 170-0 BW 170.0 601 170.0 1116 1740 764 170.0 1275 170.0 883 170.0 1434 1740 637 170.0 1684 WET) Mo 1704 1913 170.0 661 170.0 7131 170.0 881 170.0 2550 1740 881R km
bah 070.0170.0 701 1704 1083 170.0 797 170.0 1240 1704 6711 170.0 1417 170,4 044 170.8 to% 170.0 496 170.0 1771 170.4 1033 1740 2125 1740 JOW 1704 2478 170.D 1053 170.0 2633 170.0 t063 7O
4314 170.0 OW 1740 745 170.0 i118 V40 850 170.0 1322 1700 040 176.0 1466 1740 10th f70.0 1873 1704 lam 170.0 1659 I-AD 1124 1704 7131 1740 1160 170.0 2803 170.0 1171 170.0 2976 1740 1171
c68 h 170.0 974 170,0 700 1704 1189 170.0 BOJ 170.0 1364 170.0 1002 170.0 1658 170.0 1066 170.0 1753 170.0 1155 170.0 IOU VDA 1210 1704 2338 170.0 1278 170.0 2727 170.0 17AS 170.0 3117 170.0 12M z z
7214 170.0 1063• 170.0 678 170.0 1273 1740 1000 1740 1488 170.0 71m 170.6 1700 1704 1228 0749 1913 1764 toff 170.0 2125 1740 1357 7740 75M 1740 14W 1704 2505 170.0 1520 1740 MW 1740 16% w W 0
7814 170.0 1122 170.0 937 Von 1346 170A 1060 t7DA 1S70 1740 1209 1704 1784 1740 1322 1740 2010 1704 142- 170.0 7143 170.0 1503 1740 2571' 170.0 )029 170;0 3140 170.0 1694 1740 3549 1704 1705 PZ � Q- A y0
781n 170.0 1151 170.0 067 176A 1361 170.0 1118 170.0 1611 170.0 1250 170.0 1642 170,0 1369 170.0 2072 170.0 1474 OLD 2302 1740 1564 770,0 2703 1740 1700 1740 3273 1704 1777 170.0 3883 170.0 1706 7 ¢ J r 5;
$61
1704 1326 1704 1144 170.0 i5S4 170.0 1320 1740 1859 170.0 1498 1740 2125 1740 1663 1740 230! 1740 /703 170.0 2554 170,0 7914 1740 3186 1704 3125 1540 3413 1740 2273 1388 3413 170.0 2340 ? Z J Q
z N
46h 1740 1417 1704 1232 1704 1700 170.0 1494 f7QA taw 170.4 1822 0704 776'7 0708 1704 1704 2554 1740 1052 174.0 2673 1740 2085 1940 9109 17Q.0 2394 137.1 3199 156.0 2470 120.0 3760 1°At 2176 G }- �yy
10614 170.0 1594 17011 1400 1704 1913 170.0 1647 170.0 2231 170.0 1670 170.0 2550 170,0 2076 1048 2781 1740 7171 148.3 2761 1614 2333 1210 2761 140A 2161 105,0 276t 125.8 204 02.7 2761 118.0 2100 _n CO N c7f
-7i,-In 1780 IBM 170.0 1454 1704 1968 1740 1700 170.0 2283 t7Q.0 1931 1740 2521 170.0 2140 151.8 2832 1826 2246 130.6 2M 1444 ?218 1138 2632 128A 2106 71.8 1402 110.1 2128 65A 2612 10a
� � X Y �
12014 -;70.o7777 1704 1568 1704 2125 1704 1139 154.4 214 1540 1991 -1341 ?752 141.4 1004 120.1 2252 t272 1930 1M.1 7252 11&1 1015 041 2252 808 1672 77,2 2252 S&9 1836 678 ?252 DX144 N 125.1 1584 128.6 1445 1043 1554 1081 1429 694 1564 873 1407 762 is64 647 1300 885 1584 723 1373 626 156{ 60.7 1358 921 1584 69.4 1330 44,7 1864 492 1305 30.1 1654 4 L3 d N Z 00 0
TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA-
An
or CD able Ibs
Stree: 2T4comma 3.5tMo. HNWCM ppedCW PT t fpm)X(ANCHOR CAP.,,,,,, .ANCHOR CAP.- � 3
8/16'Ebq t/4'S8 Ebq SHO•Elco 174.80 Elm 910 Bhel 61231661 #128teM l MULLION{CAP.p,.,,, 1
A-a11a1ypa: 3/f6'Ehgl3ttmal tM•Elaq ufaman Ns6•Efec Ubegm 114'E"l9tremn PRODUCT REVISED
AnehorGOp P6tfems UMegon Aap18Ga0or ta%mcm AOrRgf3440r 9mew 106}8gaar(GS) strex toy} USE THIS FORMULA TO OBTAIN THE ANCHOR as oc,"op al Drith the Florida
EeDeoL7rmagpnk t• 8111' 1+ 2-17Y 3•ve• r 2-tn• r 2•tn- a' stm 7 0,4B'• 0.54• 0.324• CAPACITY REQUIREWCORRESPONDING TO AN
Dultding-Cotli
Em6tetnent 1.250' b3M` 11v4' ta+4' 2 1-us i-W 1.174• I 1.010' 1.1/4' t-114• 7 1416• tare' urlra ACTUAL PRESSURE REQUIREMENT FOR THE NOA-N0. 17.0830.01
2AnGbOM04,75•rk0,C./Sme4mew08aet01Pft.1&2k 300141 30DbWI-he 4DDbe Ie 10441* M 280166 35400 7 Me 374im O641be 046be 34116 44200 5606» OPENING,WHEN IT IS LOWER THAN THE MULLION F�cplrattonDabO5rit3(2021
4MO=4s 447 Mtt C.C.7StMad1or06ut17ND0 .3k 76090 TSO 30 mini 1780!6 3=f6 540 be sm the 7mu 14800* 7461* 127219 188216 W2b4 805!6 luothe CAPACITY(FROM THE TABLE)OF THE SELECTED _
0 PnaNme 021,71•Mln 0.4/9fendW(gr061e1}Cilp ff10,4k 1180 Ore -T-0016 Imo 19 2595 be wA WA 944 be WA 1065 roe NIA WA WA 1363 be 074 b4 224016 MULLION,IT WILLYIELD A MINIMUM ANCHOR gy
4A"Imat;tw uh 0.C.t T1}2i5An91a CIQelOaD.Sk 780161 7801. 080{6 7360be 1696.3 19 560 ft WA 76019 74016 8004* 18920* 882 be 88311* 112016 CAPACITY WHICH MAYBE USED TO QUALIFY Mfam ado 6c Con
OAeebmn®3'S8n O.C./(2}2,6 Nqb qpe/(R0,0k 158016 1500 be 1300 W 3110 9a 670216 1000 be 1120 VA WA 162016 1490 be 17M Ee 378416 13&1 be -1-770 bt 2244 0* ADDITIONAL ANCHOR OPTIONS FROM THE
12Amhma 618'►-O.C.I(2l7a5A-pa Iftn 1000 f6 210016 1446®s 37000* WA WA 1320110 WA 160mis WA WA WA 2019 Ra 205116 336016 ANCHOR CAPACITY TABLE
4Anobme61.34'WLCLC/1FdtO,M.t25-AUn.ffi0.Bk NA I WA WA WA WA WA WA WA WA WA WA WA--[:2&A4
WA - 1430 be
8At*hae®0.84'.14.O.C./tiClip,Oda.t75"A1mn.Q9p,ek WA WA WA WA A WA WA WA WA WA WA WA WA WA X61 ba h--2000"•--+-1
2AnCAma 64.66'1414.O,CI F{Mp 049,tOk 39006 39600 456 be 884 Un MOM270 bs 288 M3 364 be I 74016 974 i6 898 R* 90816 'Sti the 44207 580 pe
4Awbme 1.71'W.O,CI F4-0a¢1411k 59016 I 700 be 150516 12681h I Wq I WA 470 Oa WA &1319 WA I NIA WA I 6821b8 I 08516 1120106 ,
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES:
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE B: FIGURES:FlGURE t0: RGURESt: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �t r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ,\�`1`O'� ... .. •'M�� r,�'
• • .e • 6.000" Q;'• uic
• • • • • .. • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS '••�
21-23..HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON *; NO.687B5 *!
FIGURE 5: FIGURE 8: FIGURE7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE•TRFATED O SATE I U
• • •, • • • • • 6-7) r
MUST BE YELLOW SOUTHERN PINE WITH AN$G OF 0,56.ALUMINUM SHALL BE BOfS:i-T6 AND BEA MINIMUM OF.125' 11, •.;°CORIOp.••'•��
• • • • • • • •
USED IN 70 BEA BEAT LEAST 6THICK STEEL 0TH CK AND A36.ALL ANMUM CHORSINTO METAL SMALL EXTEND AT LEAST EW EL TO S�s(�N
PAIRS, 2'X B•X.251 A,iHO,uy L(19rt Re
THREADS BEYOND THE MATERIAL..#10 ANCHORS INTO WOOD MAYBE STEEL,18-88.8.01141081S. MULL}ON FL p.E.#68705
TABLE14A
MumaiwCopocityTablotbam
Opeablg Width 01orwiflon6y-3pmletn mWl om orOpeaing Height(torhodzorua*apeming Wiens)
601n s01. 701n 801. s0 in 100 in 120 in 1401. 160(n
Rsatarpdor TrswThm ReetanONnr ir.�ptrdena RWMVAW TtaDtMug. ftecsangumr Trcw7tit4 itoct.,nWat Trewrd+ro. nxmn0otx Ttawnfaap. 1leaarqulnr 7l9wrtiatg, Resmra ua Reetary0u6r 7tewniero. 3
1.26"x2.11" leading UMAV Ua4a6 L-dkv Loft Loa1W L"dfng Lwft L-CW9 faro L-ong Laadine Uaft Laad1.0 L-,dkV Loeditp U%ft Lraft Y
xTubeMull h fill, I h I h � � N e
II !1 11 (111 1 ilia zco ."
4214 +442 528 167.0 428 120.2 628 148.8 1 418 Me 628 1386 414 00.1 526 1358 411 Bal 628 134.1 411 721 628 1341 411 641 626 134.1 411 81.6 528 134.1 411 45.1 5® Mi 411 ,u� Q x
48h 888 403 idea 333 80.6 .403 84.7 We 68.0 403 BBA 320 644 403 81.4 317 637 409 78.1 318 46.3 403 786 314 40.3 403 Me 314 34.6 403 78.8 314 942 403 788 314 i6zi1
mmsto 823 am m.o 301 Me 362 78.3 264 68.8 382 71.8 286 51.5 �, 87,2 286 45.7 382 658 284 41.2 362 838 283 34,3 38a 69.8 283 10.4 362 836 263 ?b.7 262 83.5 283 a F'
641. 67.8 318 74.1 287 688 318 642 261 446 816 57.7 268 424 318 636 263 37.7 310 60.8 286 938 31B 438 240 2x3 W 48.1 248 24.2 318 481 248 21.2 318 49.1 248 W
Win r427
25a 63.1 218 44.2 258 467 214 363 268 40.1 210 348 2% 372 207 27.6 206 34.0 204 257 258 W4 203 Me 268 32.2 201 17.7 268 322 '211 15.5 268 322 201 4 p V}
6310 234 45.8 =0 358 234 39.1 185 30,6 234 357 192 2D.Y 234 31.6 189 2317 234 28.4 160 21,4 234 280 IN 17.6 234 28.8 183 18,3 274 285 103 13.4 234 Me 183 Ill
66 N• 213 38.4 163 31.0 213 33.7 170 Me 213 28.8 176 232 213 2131 773 2348 219 23.1 170 180 213 23.7 189 166 2i3 22.2 167 13.2 213 220 168 11.8 213 220 16672In 178 341 S65 238 1)'8 25.8 162 204 178 226 149 17.9 178 243 147178 187 145 ZJTBIntet234 190 20,30121a 137 174 181 140 136 162 161 17.0 133 �,781. 152 23.5 133 186 162 18o 131 181 tee
0 T o�o77 •.��-^
TABLE 145 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q 2 ct
Anchor Capacity Table • ANCHOR C:AP.",,,,,,,,, o � X a`o to
Sitetat[ Wk 3,6k Cat. t101ivrt24U Eik-co et PTV&06 69@� {DP„w}X ANCHOR CAP._ 0• VJ r �$.co
5116'Eko 1/4'95Ek0 5n6.6ko 11vss6ko olosted 6vases NI2 sw EMULCION CAP.,,,,,,,,,,,�n ' 03 rd5 8
Arena 7ypc 'J76•EkolOttaoal tp"Eko1@rsm 3r16•Ek4U6r4t4n 1r-0•EkO tApocen N
AnatarC9p PStbme t76rmm Appao4ta tsrr�m Air Sorer(66)serer� straw gib) USE THIS FORMULA TO OBTAIN THE"ANCHOR N X �
Eroe INaanee k T 24/r 1^ 2-t7r 3.1x6 1• 2_irr t• 2-vr 2• 3-1/0• 7 nab 0.5a• 0.3x4• CAPACITY REQUIRED•CORRESPONDING TO AN
Emm6oent lyra• tat +d+t 1•,w z t•srr t•vt ++Ire. !-vs° t•1ra• 1-us 2 1.86 ia6 +ales ACTUAL PRESSURE REQUIREMENT FOR THE U N
4AMMS03-Rn.ac.e 7t5 ECBsr .4 7801m 789 Poe wolts 1am.- 1&361b9 04064 63o6n w8. 7EO0a 74B0s esooe i8B288 66264 BBSIDB 14J006 OPENING,WHEN IT IS LOWER THAN THE MULLION
CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELD A MINIMUM ANCHOR 11[
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
as eompbtng with the Florida
- 8aliding Codd•
NOA-No 17-0630.01
Expiration Date 06/26/2021
' TABLE NOTE& MByla- a ro ueTCo�rol
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, J 1286"
FIGURE 1; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 2123.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116+
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATES.
ANGLE CLIP MUST BE USED M PAIRS. .125
4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPEC}FICATIONS.HOLLOW AND GROUT-FILLED '
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD.WOW SHALL BE PRESSURE-TREA7ED r �.t��OT'Y.,.
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606&76 AND BE A MINIMUM OF.125" 1 `�` VICENgF (�
THICKSTEEL STUDS TO BE A MINIMUM GRADE 33 AND.04a THICK(18 GAUGE),STRUCTURAL STEEL TO SE AT 1.26°7(211'X.12b`MULLION
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =* r Na,56705
THE MATERIAL.#10 ANCHOR$INTO WOOD MAY SE STEEL,185 S.S.OR 410 S.S.
�tl/�C
rONAL�N%1,
A.
HMI R,P.E.
FL A.E.#58705
TABLE15A
Nul6on Cs Aolty T•bto 1t10At1
Op•mngWidth(for VerUrafysparstngn6lnorn)orOpeninpHaight(forhori 6y6Per ingnv 11an9)
Um m In TO in SO N BO In 100 h 120 In 140 M 1001.
Reeowor 1tgi+t6atO. btu T+Wr MWV R4emn0du 77ep+ldal% Rsat4;pftr TmP mow. Rtcftnofar lied•67dar T*i ana Roe namr T"PrIth" fete TAWT*M Re.WYds I Thom-O.
326"30 ua*g Laadpq Ldadq LesdnO Landoll L-Aroj taidn0 Laadro Lwdln9 Lmdna Iasd.9 Loadl,g L.adnO L-dIn9 Lando9 Lnedra Luing Laming
DEQ T11
BAYMULL � � � g 1 � r��^
10
if 1 11
a 11 if if if
If il 11
4270 170.01 620 170.0 436 MAI 744 11710 475 17A0 686 1170.0 Na 170A 092 iTaO 819 170.0 1110 17060 621 170.0 1240 170.0 1521 1mA 1166170.0 1 621 170a 1735 170.0 621 1411 1740 170,0 6211 J �
461n 170.0 106 Im.O 524 V0.01 660 1170.0 581 170.0 002 170.0 630 170.0 1133 170.0 601 1710 1275 170.0 677 170.0 14117 Iraq 000 1622 1621 im.0 I 680 1130.6 1622 710.0 NO 114.2 1612 1ra0 660 � 7 N
5&6261. 170.0 747 170.6 $03 170,0Me 1 170.0 Eft 178.0 7019 170.0 864 imA 1195 1mA 723 170.0 1346 1740 747 1642 1441 170.0 75B 1389 1443 170.0 768 217.3 1443 170,0 768 1028 1443 17x0 758
L
LU
S4fi 1740 797 170.0 812 1mA 958 Iraq 602 170D 1116 17410 764 170.0 1275 1700 603 180.4 1353 170.0 M7 144.3 1353 170.0 SM 1203 1353 170.0 6B1 103.1 1353 170.0 581 802 1353 170.0 6B1 R On q')
60A 170.0 886 1700 701 1ra0 1083 170.0 797 167.0 1210 170.0 678 140.1 ,1216 170.0 844 t29.9 1218 169.81 936 110.0 1218 1511 92A 97.4 1218 1110.1 913 US 1210 145.1 019ui
73.1 1216 118.1 913 Z
8370 1740 030 1710 745 1710 1110 174.0 660 160.2 1166 188.8 033 1111.4 1168 163.0 914 Me 1160 1141.9 896 100.1 it6O 1342 906 87.6 1150 12x7 871 76.1 1160 1163 670 05,7 1460 1703 Bm W
8011 170.0 Flo 170A 769 1524 1640 166.6 681 130.11,4048 148.8 964 114.3 1040 131.1 660 107.0 4046 123.4 639 91.4 1018 116.5 830 782 1016 1004 671 86.3 1046 102 616 57.1 1046 106.2 015
72h 140.8 BSO 11TH 784 117A 860 720.0 746 100.5 660 110,6 731 9d0 080 100.11 722 782 660 02.0 712 70.4 sij 832. Tai 66.7 NO 793 693 50,3 SO. 716 688 44.0 660 mA We a 1jr 10
0.A 784r 1118.7 790 125.5 9110 09.6 790 109.4 876 @Z.d 7H0 93.3 663 74.6 790 0.+.H &4 68.5 790 788 843 68.9 786 N] 635 49.9 790 65,4 614 42.8 780 82.f Sf9 374 780 64.6 817
78 h 110.8 750 115.5 657 92.3 760 911 644 79.1 760 85.9 632 09.2 750 77.1 624 91.5 760 700 012 65.4 760 65.7 605 48,2 760 68.4 694 39.8 760 563 601 34.6 760 65.8 686 a H• Q Q
•1 h 721 6W 74A 800 60.1 589 828 491 61.6 693 64.6 483 15.1 663 499 475 401 863 44.4 486 301 NS Oda 4e2 30.0' 663 30,2 452 20.9 683 33,3 445 22.6 N3 11.8 442 ib
98h 59.4 4% 51.1 443 4415 40 81.6 436 424 495 44.8 427 37.4 496 310 421 UO 496 Sat 416 211 401 332 400 24.8 495 19.1 401 21.2 495 216 394 10.6 466 25.0 3BO a N 7} 17
09 In 41.7 '391 42A 661 54,6 391 30.0 348 70.8 301 31.11 342 29.1 391 27.6 337 233 3g24.9 10.0 391 2y8 3211 17.4 391 10.7 321 14,0 391 17.8 316 r +iF
W U'
111 b 364 579 320 Sm 330 110 71.5 370 Me 325 24.0 SM 213 = 21.4 3 103 370 2A.B 712 100 970 111 901 0S2112061 30.4 �3.�11 260 2A$ 317 280 264 21.7 Sir 221 266 19.0 312 198 176 fag 3 1 ,`?� }.a•
Co
Win 17.6 203 2 a 11
F
T
ABLE 15B AnadarG T961a ANCHOR CAPACITY ADJUSTMENTFORMULA. 0 ° �a
Bus40Atc 2.7k Colmrels 3.3%COM.I HMaw CMU ANCHOR CAP,,,",,,,,, 88 c8
Fmedcalu PTWOoq Maw (DF;,,}x� �=ANCHORCAP.,� pRODUC7'REVISED
",t16'Eka IW68EC.S't6 0.W 114.66Et.a 51061661 0128M 4o281Od MULLIONCAP.,,a,•,,,
AnchorC6p p8ttem9 Maher7ype 3rte'EfOo UtHaaan tn•t:roa Umaw1 Uitre6 3116"Ecco ummMa 41144 E1w tR00.om �9r�.ia, � aggmd5tm Barew 0367 eamw Ica) BOew(aha USE THIS FORMULA TO OBTAIN THE'ANCHOR 0.6 nomply q wlUt fh•FtorMn
Eefp tx0.mlxe Mt r 2.1n• s• 2arr 3•Y8• �Amg
r 2•trr r 3.11r r o.4s• a.aa• 0.920" CAPACITY REQUIRED•CORRESPONDINGTO AN Butfding C•d•
NOA-No. 17-0630.01
Em6smsen tshl• 1.174• tan^ taro• r 1-tn• t-ur 1.114• 1414• r 10.16' tare• twins ACTUAL PRESSURE REQUIREMENT FOR THE
2AMh=@6•MhO.a/pa2ISAM cp (ft,1t 356 ms 390 In 46970. 69o1w 10029 36470. 74g1tu 37 0s 7wms A. 541166 44270 Now OPENING,WHENITISLOWERTHANTHEMULLION ExphatlonDate 05/26/2021
4 A1cha9031 Mtn O,C.tRi yl6 Algla Cfipa!(R0.2y. 760 me 760 ms 799 m. 1670 m. 2520.be NIA 1120 ma 7d6 tffi 98001. 1092 me 682 ms 8867x. 11201W CAPA017Y(FROM THE TABLE)OF THE SELECTED
6Anch=Q2.71'Mn,O.C.7L21216 An9b C1 ! .3' 1120lbs 1120100. BSB ma ?2481b9 1251 OM WA 10591[6 NlA 19201M NIA 10221ba 10270re 1060om MULLION.ITWILL YIELDAMINIMUM ANCHOR By
MIan13-p • ro uM A"i0nt4»T
CAPACITY WHICH MAY BE USED TO QUALIFY
AD13171ONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE.
TABLE NOTES:
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 7 t 414 41 r f f I
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TD SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' N
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 �� � •` L "••`/
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30• w� el 11GEN�gp 4/11 r
2 NO-68705
0
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEGF�ATlON5,HOLLOW AND GROUT-FILLED 3. lk: '.
FIGURE T. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL BE PRESSURE-TREATED
• • i
YELLOW SOUTHERN PINE WiTH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125
THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.M5"THICK(16 GAUGE)STRUCTURAL STEEL TO BE AT 0.o BAY � 1111 �
LEAST.125"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUW ON •41 `• SATE p
THE MATERIAL.#10 S#12 ANCHORS INTO WOOD MAY BE STEEL,i"S.S.OR 410 S.S. �i� FLORiDP,.•'
0. •...... o�v
,s�0 0
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PA3RS, A ILI�i fIi11�A5Lj j%%k P.E.
FL P.E.#68706
TABLE 16A
Mullion Capacity Table Qbsej
OpeningWidth veNcapr-Vwa dtg mlllloro Oropgning H•tgM(fir hoftntattpapanrim nndioro)
501n 60 in 70 M gg In 80 in 1001n 120 N 1401n 160 bl Y o
Raatangidar Tnprtaan9. Rmahrgitr I TMWTdag' RedanguIu ft9ft 2, Raab+n utu TMWRlan9 Reolenpft 71yJTHelp. Rtdanpdar TiaW7dog. Raadnglar Tce<JTSmg. Reetwudu m2wIldan0. Reatanp➢u Th*mfan0• C
3.26"46 Load1W tmdnp Lmdng LmdnO Ling Lmdtq Lowing LoaZo Loafing Lmdn9 Lmdn9 L-Ing tcadblg Lotlig Lmdw Loafing I..ft (°1449
DEQAL A•
BAYMULL _
° a =
42 In 1704 azo 170.0 435 170,8 744 1710 475 1710 eee 170.1 508 170.0 082 170.0 s9 nao 1115 170.0 111 170.0 1140 17ag szt 170.0 1400 170.0 111 170.0 173s f70.g szt tens telt 77c-Lo ut � �
48 In 170.0 703 170.0 624 170.0 850 17(X0 594 170.0 992 1710 630 170.0 1133 170.0 081 nao 1275 170.0 877 170.0 1417 170.0 660 167.7 1837 170.0 660 t4a3 1637 170.0 680 122.5 1637 170.0 890 j N
61115In 170.0 747 170.0 ses 170.0 695 +7MO 531 I= 1046 170.0 654 170.0 1195 170.0 723 170.0 1345 17(X0 747 170.0 1404 17170 Tse 147.1 1s5z 170.0 75s tit 1511 170.0 758 170.4 +5sz 170.0 769 I W o
541. 170.0 707 170.0 612. 170.0 956 170.0 097 170.0 1118 170.0 754 170.0 1775 170.0 603 170.0 1434 170.0 637 1652 1455 1760 M 12&3 1456 •170.0 eat 1118 1455 170.0 $81 07.0 1458 170.0 681 d fn N
LU
60 in 170.0 855 170,0 701 1704 1053 +70.0 797 170.0 124D 170.0 37B 167.1 1308 170.0 944 139.7 1709 170.0 098 125,7 1309 183.5 894 IOU 1309 157.1 932 89.9 1709 157.1 082 78.8 1308 16`7.1 932 � � � � 0
031n 170.0 230 170.0 745 170,0 1110 170.0 a% 1029 1247 170.0 940 1423 1211 161.8 903 120.7 1247 1524 905 114.0 1247 144,3 052 85.0 1247 1302 038 514 1247 135.7 034 71.3 1247 1357 Cis C) W ZG
68 in 170.0 074 170.0 780 170.0 1189 170.0 90.7 148.4 1100 1137 985 129,9 1100 147,0 945 115A 1190 1316 078 123,9 1190 120.4 014 36.0 1190 110.5 908 742 1190 11113 383 $4.0 1100 11a,1 893 Z Z J
e T2In 1810 long 169.0 9'R 134.7 1010 14.6 568 115.4 1010 1272 642 AMA 1010 114.7 829 8a5 1010 10Sa 017 d0,a' 1010 nes 507 erg 1010 80.5 78¢ 07,7 1010 87.0 700 60.5 1010 87.7 789 � 7 = 61 z
76 In 137.4 806 1436 TB2 114.5 806 1220 775 98.1 ➢09 107.1 761 BSO 965 98.2 748 78.3 9011 882 736 817 SM 523 147-0214
➢0B 74.7 716 49.1 WO 712 710 424 ON 70.8 708 JQ
78 in 127.1 681 132.6 754 1059 881 112.5 738 90.8 401 08.0 725 79.4 801 60.5 713 70.6 681 87.0 703 03,8 657 75.4 881 85.1 681 45A 351 34.5 675 39.T BB7 90.7 572 C3 F Q Q
801n 127 618 854 574 688 940 72.1 694 68.1 546 32O 554 Si.? e46 50.1 841 460 BNB 509 537 4t.4 940 47.0 648 415 610 295 SU 382 611 25.9 640 38.5 607 m Z
m
90 k 682 688 70.1 500 68.6 581 68.1 409 40.7 503 51A 481 420 593 45.5 483 37.0 683 41.4 470 34.1 668 361 660 334 459 24,3 WEI 30.5 452 21.3 590 28.7 47 r jW1081n 474 449 48.0 405 39.0 49 413 398 34.2 449 35.7 393 29.9 449 31.7 357 2aa 449 25.0 312 AA 448 261 49 22.7 333 17,1 440 20.4 301 15.0 49 18.8 358 N J3171 M 14,1 425 43.0 314 318 425 57.9 37➢ 31.6 AM 328 373 27.8 425 29.1 307 24.5 425 282 382 22.1 429 24,0 428 20.7 350 15.6 425 10.5 313 ® p N129 In 340 304 38.6 331 211' 304 74.5 390 249 364 25.5 321 21.8 331 221 317 iBA 384 20,5 313 17.5 354 117 Q t0 Q O O
14117 202 253 2DA 233 104 253 17.1 230 �t Z 1 N
m O sp
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca ae Table ANCHOR CAP.",,,.,
auaaaatx zikCxmlOte 3.0kCono. Houow )x
FlIIa4GAu vrvwla Mew (DP_ � )=ANCHOR CAP.,,
stir V. yr as sl�ana•oaa v4•as Fxa 3+oswi 91z9t4a1 912 Mad MULUQN CAP.,,o,,,,, PRODUCT REVISED
Analor type VIC Eko Uln- 114•Eko L46wm 9116'Elco Urmon 114•EW UlOmon os comp)Yng with the Florida
Anchor Clip PaCems NaeMon Agg.'Wor 9065570 pgye0akr 0mew(05)5oic4•(as) Bu.v{GS) USE THIS FORMULA TO OBTAIN THE°ANCHOR gugding ' tl•
Edge oaf n"mr r z-1rr r z 1rr 31171 1• 2112 n 2•+70 2• 3.116" 7 0.48 o.W 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN NOA-Io. 17.0630.01
Enbadnatd 0nk Isla• 1314• t~tra• tela• 7 1-114 1-v4• t-v4• t•va• 1.114• 1�Ila• 7 1115• 1.118• tads ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anetrm®s•MiM1 O.C. C2)2X5
Atq CUP&/(FXL 1T 380 380 b9 450165 880 D• 17006q 270 : 1b1 3K lea 740170 374 IN 770161 94a lbs 341670 442161 560161 OPENING,WHEN RIS LOWER THAN THE MULLION Elg)iratlon Cate 05126/20121
4AMEM34933'A9n O,G!(2)216An9k MIPsl .2T 780 bs 780870 78010. 1670165 2526 to 540 Ian 560161 WA 1720161 748 IN 850w 7892101 682101 OBS Ibs 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED
BArdwnr®271•Min O.G1 2264 le Clips 0.37 1120070 1120Ib9 BSB Om 2241he 22642. WA 6401bs WA 1058 Ow WA 1320 Du WA 10221bs 13271be 1580Ias MULLION.IT WILL YIELD A MINIMUM ANCHOR �
CAPACITY WHICH MAY BE USED TO QUALIFY waam a ro uet Control
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: TABLE NOTES:
1)SEE SHEET 1R INSTRUCTIONS AL USING NG THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING..
F
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '
FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION ANDMULLIONIN CLIPS SHOWN ARE NOT IM SCALE.FOR STRIEXACT DIMENSIONS,SEE SHEETS 1.23. �vvvv Y LYN 7r'%
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ,125^Q�AY7
`�� aON....•..,N�� iii
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `. :' v 10ENSF
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _A r N0,58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 2.90.WOOD SHALL BE PRESSURE-TREATED _ •: 7t=
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" ^•O
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE)•STRUCTURAL STEEL TO BEAT
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 10
TATE F
• • THE MATERIAL#108#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 SS,OR 410 S.S. � Cs'•."'40R1DP..••
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, �1A S 0 P
FL P.E.#58705
1.000- I-Ow
1,000- 1.000-
.125'
I r a12
2.750, 2.750' 3.1 .125* 3.185' oY
126' .125* .126'
2000" a. 21 .126'
126'
Z C'I
L 975" .376' w 125? z
1
-T -T ago. YI to
I*X2'X.I2b'MULLION I*XrX.375"MULLION 1'X2.76*X.37V'MULUi0N I"X2,7S'X.65O'MULLION VX 2.125X-6"MULUON 1-25"XSJ8rX"MULLION 12$`X2.II'X.12S'MULUON 3
COBS-TO ALUM, 60II346ALUM 803-T6 ALUM. 60653-TSALUK 8011-3-76 ALUM. 6083-TOALUAL SOW-TM 2 < Lr
LU
X-SECTIGN X-SECTION X-SECTION X-SECTION X-SECTION X�SECWN X-SECTiON I a
jR On ca
Z
cn
BILE A 6 z
STANDARD CLIP 2XS ANGLE CLIP
IANDARD�K
e053-T6ALUM. 0083TSALUM, Dimension Value Ott) For Mullion:
jX---S;EC=TjON I fa 3
X-SECTION =1 IL
U-CLIP A tf25 z
f IV 2.1)V 0
6003-TS ALUM. V X21 X.12V
.125" X-SECTION 125 2 g
Aluminum
0,8915 Tube Mullion
D 11740 z ao
IL A
.740- A 1,125 I'XZ'X.375"
B 2,404 i
CUTHERETO .375, c 0.6215 Aluminum -.1 to (11
.37W 3.1251 CREATE F-CLIP,SEE MINI. 5.000• Tube Mullionrs :3
MIN. DETAIL F,S HEET 4 .376-MIN.--j D CAW !2 2 0 0
.338'MR A 1,875
..................... a 3,000 x
I r------- A A I U-CLIP A cc
t__ ------- L-------- 0083TBAILUM, .375 AWmlnw
TOPVIEW -------- 2)MANGLECLIP c 0.71W
6063-T6 ALUM. - Tube Mullion PRODUCT REVISED
CENTER 1) 1.118 as camp Ith tho,Florida
Z.� HE. OU TOPMEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WrMiN THE A 1.312 nuffinnov'r
6083-T6 ALUM DASHED BOUNDARY.SEE SHEETS 6.18 FORTHa I'X2.78'X HOA-No. 17-0630.01
CENTER OF ANCHOR HOLE MUST LIP TOPMEW CENTER OF ANCHOR ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR B 3.000 .6w
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LEE Expiration Vote 08/26/2021
SHEETS&17 FOR THE ANCHOR D.C. WITHIN THE DASHED HOLE DIAMETER:ANCHOR DIAMETER-Itle'. c O.i7-6 Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SM p 0.� TUbe Mullion
DIAMETER:*ANCF40R DIAMETER+111(r. SHEETS 5-17 FOR THE I --f0d rmauct din-f-rur
ANCHOR O.C. TABLE A 2000
DISTANCE MAXIMUM PGT P4ft# B - 2037 1"X 3.125'X
ANCHOR HOLE Midi Dimension(sheet#} - AWAlum,
5.500" .376' DIAMETER ANCHOR Mullion SW.Clip OffwtCllp c DAB3 Tube Mug
MIN* DIAMETER+11HO, U-CJIp Angle Clip D 1.137
MIN. t--\ - V X2"X.125'(5) 6=5 668113M 6681118M 666243M SM11M
r--2 - I A 2,125
r-- -_-------i------------ --T i-x2-x.375-(6) SOM 666114M GS611119M 6=44M SW12M 8 3,282 1.26°X3.188'
VXZ7WX.375'(7) 66607 666115M 6661120M 666246M 666513M c 0,562 Alum
TWA mull
S I-X2.76-X.86V'(B) I66606 U6116M 6681121M 666246M S14M D 1.7B2
%%%% I
I"x 3.125'X.600"(8) 11111M IWI 118M 6681114M 668242M 666516M 1.26'X 2,111-N
A 1,813 .121'Alum
1.wx3,188-x2w(l2)j 66641M 66611
------ L I Tube Mull
1.2S'X2I1"X.125(18)1 69370 NtA
0
OFFSETA, NOTE--
(C) 00T63-TSOPVIALUEW M.
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEP. Q
2)SEE SHEETS 55,12&IS FOR SUGGESTED,APPROXIMATE HOLE-LOCATIONS 9 ANCHOR O.C.DISTANCE, a+,. ....... i
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Fl.
-+� tow 1.000' 1,082'-•j
7A0"
050 ° I fit' .126` - 1 f•-.126°
.438
4.000" 4.000° 4.000° 2A0° 1 •t26
2.626063-To ALUK 1
- pp
2.125" 2X6 ANGLE CUP
6x
.125' %SECTION 111 U�LIF ° N
I I 0083.78 ALUM. 6083•TBALUM.
.126" .126° •125' X-SEC7bN XSECTION .126' N
.031°
.126"J-' t 0 LU
o x
.125L .155° CENTER OFANCHOR HOLE MUST LIE WRHINTHE ? co
975° 378' DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE
L ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
Ix
1.X4'X.12VT 1"X 4'X.376 i 1'X4"X376" HOLE OtAMETER ANC NOR DIAMETER+1118•. w M
MULLION MULLION 'T'-MULLION 6,600"
GUTHERETO 5,000" Q7 d M
808SECTI N 8063.78ALUM. 008.7.78ALUM. �.-� .MIN.
X-SECTION %SECTION %SECTION .376° 3.126•-°•{_GREATS FCLIP.SEE ,376° 376' 00
f260' MIN. r DETAfLF.SIiWr4 � ? Zrn
Z
v�crro�av 1.094' -I r CENTEROF _---------- +4
1.694` r------- 1 ° r^-------- I Z
vmtsmi I 375'
II
ANCHOR HOLE i
T t ( I
I I I E I1 MUST LIE WITHIN 1 ± MIN. a
1I I I I
BOUNDARY.SEE
SHEETS 1 .17
2,8 ' U Q toems-
I $ FOR THE P I a Z N
---------I q m`
.too. 1 I I I F ANCHOR O.C. I t �
3.250' .100° 3-14' 1 MAXIMUM1 Z
3254" ! i I i ANCHOR HOLE I i O '-`
.100• I I I DIAMETER: j j J Tq
----"I -------- ANCHOR ANCHOR L------------------2XS ANGLE Cig' Q 0?Q
.100" .824° DUNIETER+1118•. � ��
.820" .820' 4' STANDARD CLIP U-0CLIP 8089-T6 ALUM. D; .O:
1250• 1250° CENTER OF ANCHOR HOLE MUST LIE 608348 ALUM. 6083-TS ALUM. TOPVIEW '•� -�
125'X32S'X.100' 1.2GX32.7X.824" '-•-1 .820` l'- WITHIN THE DASHED BOUNDARY.SEE TOPV7EW TOPAEW PRODUCT REVISED
SHEETS 10.17 FOR THE ANGHOR O.C.
MULLION AL MULLION 1.ZS'X MULLION X.6[4' DISTANCE.MAXIMUM ANCHOR HOLE TABLE C TABLE C,CONT. as campf3yyTngg with Uw Florida
800SE017 N 80-SECTION
45AL DIAMETER;ANCHOR DOMETER+1116°. Dlmenelon Value on)por Mullion: Dlmentlon Value(in)For Mulllon: Dandinp Coda
X-SECTION X-8EC71t7N 80 SECTION a 7 4 X F 1.836 !��(3.2 HOA-No, 17-0630.01
%•SECTION
0 1.000 126' Q 0.600 X.624' ExPlrationDate 05/26/2021
3488° 6.600°
H 2880 Aha mon H 1.438 Aluminlurl o
2.881" .125' 376' 376' 3-� Olo I 3.260 Tube Mullion94" gY
1,377' j 1.877° I jy F 3.187 1° 4'X F 2625 1.26• 3.84" MBar�n ■ e uo on roT
0 Q757 .378' G 1.126 X.624•
-----� H 243D Ahrnlmm H f.600 Aluminum fa
I 3.000 Tube 6°7° I 3260 Tube Mullion 3rr
iI I 1 I I F 2.290 126•X3.26' F 2819 30'B Mug
.125' t I 1 I i Q Q7S0 x.100° F 2875 46'B Mug -3
,125` As° 2250" 1 i ! i i H 1.600 All¢ninum $
�• I I I H 3260 Tube Mugton z
3.2 0'46;'BAY MULLION i 3260" 1 I t 1 TABLE D 111111 H f#7
30"SAY MULLION
808&T6 ALUM. - L.----___•,; 1 1 Mull Dimension PSTPArto
6005�� I %•SECTION I - -_--- (sheet#) Mullion Std.CII OticetCll U•CI Angle CII ••• f
I I P p ID 0 p
1•X4 X.128`(10) SM 694th 6881t22M 888241M 888B48M .
Q 063-TO CLP No.5ww
.126•
8063-TO ALUM, 11x4•%.376•(11) 03610 e6B112M 6661123M ON242M emom ='*
228° �,98i°-� �8" �'"M-4 TOPVIEW 1'X4'X.3T6'T'ii) 668f42M 601123M 60PA2M 86681811 IL
NOTES: .740'
125°X3.26'X.100'(13) 201807 312 MOI127M W61124M 68MIOM 866511511 .1'- Z
1.28'x325'x.e2a'1 ° 6"
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (4) 2010120316 060112811 860112511 888244tH 8869N8M � f 0 TE 0
4.25'%&84'X.8?4'(15) 20102 668f417M 86O!l28M 61 41M 8066/711
2)SEE SHEETS 10,11,13.16,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 430 Deg"5 Depno({2088860 WA 6005111M NAL
LYN
) N1A N1A 1E
1 BOW NIA WA- WA
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, A. N pMILLER,P.E.
FL P.E.#68705
TABLE E
Mull Dimension PGT Parts
(sheet#) Mullion Std.Clip 11-Clip Angle Clip I °j 0-•125' -j f--.126" 1 ° �
r X46 X.25"(16)' 66602 666261M 666271M 6665112M
r X66 X,25"(17) 66604 666202M 606272M 6665113M LSTAMNDARDCUP IJT
-•CLIP 2X06ANGLECLIP
8083.76 ALUM. It ee63-TB ALUMXSECTION 2.125' XSECTION 2,000°NOTES: 1I1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 5' L12� L
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 126 Z W
2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE 1.490'-4 r 0 _
HOLE LOCATIONS. 1.480" . . •r-I N
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 6.500' N
CUTHERETO5.000' 375' w
.827V76" N o
9.500' CREATEFGLIP, MIN. & Z M W
2.000° 't _SEE DETAIL F MIN. .376' �- 0 m Ur
MIN. - SHEET4 CO Z
------- -- -- -------------------- Z
W
CL-
4.000"
z
4.000" -�-- --- --i- 3.436" + 8.438" +--------i C3 a Q N
250' 2"X 4'X28'
MULLION I x496" I I 0 0
W63•78 ALUM.
I
X-SECTION j -------� P1:.R22X4
L---------- MIN.------_____J 8 ITS ALUM. 2X8 ANO LE CLIP , 0 0
CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM. MUWON,SHEET18 CENTEROF ANCHOR HOLE MUST UE 0083.76 ALUM. d 0 w
.250" WIrHINTHEDASHEDBOUNDARY.SEE TOFVIEWVIEW WITHIN 10-17FHE HETHEAN HDR•.C. TOpV1EW a � N �'2 s0
SHEETS 16.17 FORTHE ANCHOR O.C. SHEETS IB-17 FOR THE ANCHOR O.C. 8 .g ,A
DISTANCE MAXIMUM ANCHOR HOLE HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE .9SDIAMETER ANCHOR DIAMETER+V18', BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1116". PRODUCT REVISED
SHEETS 16.17 FORTHE ANCHOR O.C.
6 ,� DISTANCE MAXIMUM ANCHOR HOLE , as eom Iy1ng with the Florida
Cur HERETO DAMEiER:ANCHOR DUUIEI'Eft+1N8°, :OA-Ng Codi
3.500' CREATEF•CUP, b.000' NOA-No. 17-0650.01
375 375" ��.375' Expiration
MIN. �-SHEET4�F' MIN. MIN. Da 5/26/2021
I .376' By
6...____ -_ --_------------i _- - i
--------- - Mian aP a Conte
I
I
1 i i i
I
I I 4.688• +---_-_-_1 .
250° 5.438" I 111 I 1 r 1
6.438° I 6.438'
0 X 8"X25' I •' ' i I .`\�;• LICENSE•.!(i �,
6083.76 ALUM. I I No.56
XSECTION I i I .375"
` I j I L_____________________J MIN.
--------N-1-jr----- -_ SAO••• O ( •.
c �
. U•CLIP 2X5 ANGLE CUP S
..AZORION... ... '
STANDARD CLIP' 8063.78 ALUM. 8063•TBALUM. /i,S/
,250° 0063-T6ALUM. ��,0LN�ALE�
TOP VIEW USED FOR 2"X 0"MULLION.SHEET 17 TOPMEW A.LYNN We P,P.e.
TOPMEW
FL P.E.#56705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.0/60.0 PSF.
NOANa1ORS_NHEAD 1)INITIALLYASSUMINGTHATAVWIDEMUWON18SUITABLE,THEMULLIONLENGTHIS72'ANDTHEOPENINGWIDTHIS32'F32+1'-65.REFERENCMGSHEET 25,THE COLUMN USING is. � C
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-IWAND WILL MEET OR EXCEED THE REQUIRED 5<x
DESIGN PRESSURE OF+80,0,80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE
SEE sEe FROM TABLE 3A,SHEET 7,THE 1°X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+W3 PSF AND WOULD °
PRODUCTSFENESTRATION SHS NOT RE SUITABLE FOR THIS APPLICATION.
APPROVAL 23 FROM TABLE 4A,SHEET S.THE 1'•X 2.75•X.650'MULLION(LENGTH=72',OPENING WIDTH-701 HAS A DESIGN PRESSURE OF+1-72-7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE s
Y
72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. N
LE 2 USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 U {{--
4 4 ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHERONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL, z N ICI
OESEE
rAjLS' 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL tL�LL
SKITSAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE = to
2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 4-80.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 FSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, m cc W o
NO ANOHORs w wlNDow saL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE 13EEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; CO LU
92' �--- 836 LBS
—1 I—tA1LL WU)TH (60 PSF)X 8 7 PSF)=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
Z m U
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2618'.THE OPENING REQUIRES A Z
DESIGN PRESSURE OF t50-01-55-0 PSF,
FOR THE VERTICAL MULLION: Q N
1)INITIALLY ASSUMING THAT A t'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+P-105°AND THE OPENING WIDTH IS 36'+36'+1'm73',REFERENCING SHEET 25, QQ
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-9/8"AND WILL LU �O O
pfAMPIP 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZF,USE THE NEXT LARGER SIZE AVNLABLE.
W 0. Y
FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.376°MULUON(LENGTH=108',OPENING WIDTH-80�MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+,15.1 PSF
SEEDETAILS, g U N
MOLL VVI OTH—fir- SHESTS2-3 'AND WOULD NOT BESUITABLE FOR THIS APPLICATION. O O
U � Q
FROM TABLE 12A,SHEET 18,THE 2'X 4'X 260"MULLION(LENGTH=108",OPENING WIDTH-80")HAS A DESIGN PRESSURE OF 4/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z N
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 911 LBS. 9
3 FENESTRATION DETAILS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+36'+2 74',NOT 73•AS PREVIOUSLY
PRODUCTS SHEETS ASSUMED.VERIFYTHAT THE DESIGN PRESSURE IS STILLAPPLICABLE FORTHE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED
APPROVAL", 24 THE 73'DIMENSION(35.12'+35-112'+2'=73'). as com �ying with tho Florida
2)USE TABLE 12B 70 FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POURED Bulldln®Coda
I CONCRETE HEADER AND SILL ARE 8'WIDE IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAIN THE FASTENERS EDGE DISTANCE.
NOA No. 17.0830.01
VM.UWON _ USING THE STANDARD CLIP WITH(6)V16-ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Wwgm Do.05126/2021
LENGTH <-9EE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
& DETAILS, DETAIL E.
FOR THE HORIZONTAL MULLIONS: r� By
OPENING SHEETS 2-4 SHEETS W Mlam a ProduCt Contiral
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER uoNj
FOR
UMULLION TYPE COULD BE CHOSEN.
1)THE MULLION LENGTH IS 3B'AND THE OPENING HEIGHT IS 32°+72'+2°=106'.REFERENCING SHEET 25,THE COLUMN USINGTTiAPEZOIDALlTRIANGULAR LOADING MAYBE (7
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(@ LENGTH-42,OPENING HEIGHT-12n HAS DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS.
SEE
DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE.ASSUME THE CMU JAMBS ARE 8" d
WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 67,CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Z
2a (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF$40 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 1 I I I!I I
ANCHOR CAPACITY OF 521 LBS. `� ONY LYN/y
i
I 38'.HOitIZ, �� 3B',HOWz 4)FOR THE U-CIDP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE AND a �a
rMULL LENGTH MULL�+� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE•,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Z Z.
I _ No.58705
F----OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE I9 A#12STEEL SCREW.
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE 16; a �
+1-64.7 PSF FROM THE VERTICAL MULLION;
+.170.0 PSF FROM THE 36'HORIZONTAL MU WON ATTACHING TO CMU; N
O'' S ATE F�,',
6'
+/-170.0 PSF FROM THE 3HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ® R �!/�
THE LOWEST DESIGN PRESSURE IS 4164,7 PSF AND WOLIW APPLY TO ALL OF THE MULLIONS. ',iSS� ..........�G\�`�
1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION //I/,INAL. L�L,7
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.L4('lWA1LLEJR,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58706
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALTTRWNGULAR LOADING:
� 1 PW
PW
I p
/ f
SH/DH SyHhID�H Sy/NIiDaH 8H/DH ; PW PW c CO)
r 04 Ll
62 3 W
1 ! f cp
I j �
LOADING OFVERTICAL MULLION LOADING OF VERTICAL MULLION 1
m
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS f �f f f ..{ mto
HINGED a
! DOOR g
SOD 3 Z
LOADING OF VERTICAL MU WON • p
PW co
LOADING OF HORtZONTAL MUW ON ppccLU
LOADING OF tri 2
PW
7J! IZ ado
PW
fL
I /f 5
SH/DH SH/DH SH/DH ft SH/D}{ l rs (~j O Q 3: 1
EL
fW//A 7l sH1DH 121
, �
j 21
' PRODUCT REVISED
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION ! f f f f f na comp! ng wtth the Florida
SILLOFWINDOWSNOTANCHORED• WITH INTERSECTING VERTICAL MULLION j -No. ode 17-0680.01
PW PW `-1/ HR V''
j LxpimHon Date 05/2612021
i
1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY
MULLION o o P �Cl-
-
I on�o
P �xl HINGED_—t I
DOOR PW PW i NOTES:
1
It 1)DRAWINGS ARE
I RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
PW CONFIGURATIONSNOT SHOWN
MAYBE EXTRAPOLATED FROM
THOSESHOWN.
f f 2)IF THE LOADING TYPE CANNOT `�t�� NY LYNy r�rr
I BE DETERMINED,USE
PW PW 1 PW RECTANGULAR LOADING. `�c1�.•'' 410EN$ '�C��'�
1 3)SEE PRODUCTS'APPROVAL FOR \*.•: Nq,6870$ '�S� '
f ACTUAL ANCHOR LOCATIONS.
LOADING OFVERTICAL MULLKSN LOADING OF VERTICALMUWON I
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONSj '"'✓ W _U
' I SG¢ f ��••, ..Z rte-• .'0:'�
! LOADING OF VERTICAL LOADING OF HORIZONTAL rrrsll�NNgqt•�Nl��`
A•LKN�JIMIt P.E.
MULLION MULLION FL.P.E.#58705
5/3/2020 Florida Building Code Online
s -
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications { Contact Us BCIS Site Map ' Links I Search
FOE1d8 ja
Product Approval
USER:Public User
d r Eibn
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL261-R11
Application Type Revision
Code Version 2017
Application Status Approved
*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 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 21140
jrdsowskl@pgtindustries.com
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 Mullions
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 11/15/2017
Date Validated 12/05/2017
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDquaucolwmuGthIFAQLKHcHzTlmWEcDQKrEp/o3d 1/2
5/3/2020 Florida Building Code Online
r^ Date Approved .12/09/2017
Summary of Products
FL# Model,Number or Name Description
261.1 Mullions for All Doors and Windows Aluminum Mullions
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL261 R11 C CAC 17063001.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL261 R11 II 17063001.pdf
(NOA)for product performance Information,and mullion clip Verified By: Miami-Dade BCCO-CER
anchorage details. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back iVe#
Contact Us::2601 Blalr Stone Road,Tallahassee FL 32399 Phone:8SO-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
mall to this entity.Instead,contact the office by phone or by traditional mall.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 her--L.
Product Approval Accepts:
OEM ® EChac M
Credit .... .
https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDquaucolwmuGthIFAQLKHcHzTlmWEcDQKrE%3d 2/2