HomeMy WebLinkAboutProduct Approval Page 1 of 3
I
I
I�of 1Find I Next a
_.__._._.....T...._......_._...._.._.._............._._.._.,__._.__...__.,___._.............__._..........._...__...__..__...._......_.._.._,..__..__..._....____..._.......____..._...._._...__._.._.__._....__.........._.____......_._.._......_._.__._____...._.._,...._........_._._..__...___.__....__.....___..._._...._..
NFRC Report
�i
Sales Order# 140662
PO Number: MCDONALD
Job Name: MCDONALD
pgtindustries.com Job Address:
Line# Item Description Quantity Location
_._....._ ... l ........
0001 HR5510 VINYL HORIZONTAL ROLLER 5510 E Ordered 1
(1.00) 47.X49.25,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO 1.00
GRID,X0,1816K,SWEEP,DURASEAL,.,.x.
Certification Type:AAMAA440 Package Selection:NONE
Frame Type:.625FLANGE Unit Configuration:XO
Size Selection:CUSTOM Size Ref:ACTUAL
Width:47.0000 Height:491/4
Actual Size:47 X 49 1/4 Rough Masonry Opening:48 314 X 50 1/4
jj Wood Frame Opening:47 1/4 X 49 1/2 Egress Opening:19 3/16 X 44 5/16 5.906 SQFT
l Frame Color:WhiteDoes unit need to meet Turtle Code:NO
- Glass Family:Laminated Insulating Glass Type:1/8"-5116"
-• Interlayer Type:PVB090 Argon Gas:ARGON
Glass Makeup:LIA207AA5 Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN
Glass Color:CLEAR Low E:ENERGY SHIELD MAX
Privacy Glass:NONE Glass Spacer Type:DS
Grid Type:NO Grid ' Screen Type:1816 Charcoal
Screen Frame Type:ROLLFORM Boxing Options:None
Vent Latch:N Type Lock:Sweep Latch
Decralite:N CAR#:190-292/1048
PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000
PANumber:FL 1844 EnergyStar:123.0000
CondensationResistance:57.0000 UF:0.3000
SolarHeatGainCoeff:0.2100 VT:0.4700
VTCOG:0.6300
.... . .. - ..___. .... ._....... ..�. .......__ ..... ._..---_ ....................... ..........
0002 )HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered: 2
147.X49.25,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO 11.00
GRID,OX,1816K,SWEEP,DURASEAL,.,.x.
p y Certification Type:AAMAA440 Package Selection:NONE ;
Frame Type:.625FLANGE Unit Configuration:OX
( Size Selection:CUSTOM Size Ref:ACTUAL
Width:47.0000 Height:49114
` I Actual Size:47 X 49 1/4 Rough Masonry Opening:48 3/4 X 50 1/4
p Wood Frame Opening:47 1/4 X 49 1/2 Egress Opening:19 3/16 X 44 5/16(5.906 SQFT)
w R Frame Color.White Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Glass Type:1/8"-5/16"
Interlayer Type:PVB090 Argon Gas:ARGON
Glass Makeup:LIA207AA5 Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN
Glass Color:CLEAR Low E:ENERGY SHIELD MAX
Privacy Glass:NONE Glass Spacer Type:DS
Grid Type:NO Grid Screen Type:1816 Charcoal
Screen Frame Type:ROLLFORM Boxing Options:None
Vent Latch:N Type Lock:Sweep Latch
Decralite:N CAR#:190-292/1048
PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000
PANumber.FL 1844 EnergyStar:123.0000 j
CondensationResistance:57.0000 UF:0.3000
SolarHeatGainCoeff:0.2100 VT:0.4700
i VTCOG:0.6300
_. . _..__..._. __ .....__... .. ___.__... .. .__._ _. .__.
0003 !MULL MULL BARS Ordered. 1,2
(3.00) ,49.25,WHITE . ....... ._........._ . . ........ ___... ......... ....................... .. ....... ..... .._.._._.. .. .........__. ...... ......
Product Family Series:5500.0000 Certification Type:AAMA
Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE
Mull Bar Type:1.25X3.25X.625 Mull Clip Qty:2.0000
Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM
Length:49.2500 Frame Color:W
:• Packaging Options N
I. .... ..... ....... .......... ... .. ........ ..
.................
I
`0004 I HR5510 VINYL HORIZONTAL ROLLER 5510 I Ordered 3
(4.00) 95.X49.25,518"FL,W,7/8 LIG,CL,ARG,SS 70XL,NO 1.00
GRID,XOX,1/4-1/2-1/4,1816K,SWEEP,DURASEAL,.,.x.
I
http://ww2.exoquote.com/exoquote2/Reporting/(S(xoct4tsnwfaj,ynbgdjkyal nc))/ExoReport... 4/14/2016
Page 2 of 3
i
Certification Type:AAMAA440Package Selection:NONE��__._-m".___�_..__"_e______.._._..
Frame Type:.625FLANGE Unit Configuration:XOX
t i Vent Configuration:1/4.112.1/4 Size Selection:CUSTOM
Size Ref:ACTUAL . Width:95.0000
Height:49 1/4 Actual Size:95 X 49 1/4
IMF"]
.1 Rough Masonry Opening:96 3/4 X 50 1/4 Wood Frame Opening:95 1/4 X 49 1/2
i Egress Opening:22 118 X 44 5/16(6.804 SQFT) Frame Color:White
Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating
Glass Type:1/8"-5/16" Interlayer Type:PVB090
Argon Gas:ARGON Glass Makeup:LIA207AA5
i Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR i
Low E:ENERGY SHIELD MAX Privacy Glass:NONE
j Glass Spacer Type:DS Grid Type:NO Grid
i Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM
i Boxing Options:None Vent Latch:N
Type Lock:Sweep Latch Decralite:N
CAR#:190-298/1054 PositiveDesignPressure:50.0000
NegativeDesignPressure:50.0000 PANumber:FL 1844
EnergyStar:123.0000 CondensationResistance:57.0000
UF:0.3000 SolarHeatGainCoeff:0.2100
i VT:0.4700 VTCOG:0.6300
_ ._.... _....___. . _...............
.....
0005 3 HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered: 4
95.X49.25,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO 11.00
GRID,XOX,1/4-1/2-1/4,1816K,SWEEP,DURASEAL,.,.x.
Certification Type:AAMAA440 Package Selection:NONE
Frame Type:.625FLANGE Unit Configuration:XOX
�,,; -Vent Configuration:1/4.1/2.1/4 Size Selection:CUSTOM
Size Ref:ACTUAL Width:95.0000 I ME
Height:49 1/4 Actual Size:95 X 49 1/4
Rough Masonry Opening:96 3/4 X 50 114 Wood Frame Opening:95 1/4 X 49 1/2
Egress Opening:22 118 X 44 5/16(6.804 SQFT) Frame Color:White
Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating
Glass Type:1/8"-5/16" Interlayer Type:PVB090
Argon Gas:ARGON Glass Makeup:LIA207AA5
j Glass:7/8"LIG(1/8 AN-7116 ARG-5/16 AN/AN Glass Color:CLEAR
I Low E:ENERGY SHIELD MAX Privacy Glass:NONE
Glass Spacer Type:DS Grid Type:NO Grid
Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM
3 Boxing Options:None ' Vent Latch:N
Type Lock:Sweep Latch Decralite:N
CAR#:190-298/1054 PositiveDesignPressure:50.0000
NegativeDesignPressure:50.0000 PANumber:FL 1844
EnergyStar:123.0000 CondensationResistance:57.0000
UF:0.3000 SolarHeatGainCoeff:0.2100
y VT:0.4700 VTCOG:0.6300
.............. _, ... .. ............. ......_............................. -...,. .. .................. ............_.-_.........._ .............. .... ....... .
0006 1 HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered 5
147.X49.25,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO i 1.00
GRID,X0,1816K,SWEEP,DURASEAL,.,.x.
Certification Type:AAMAA440 package Selection:NONE
Frame Type:.625FLANGE Unit Configuration:XO
Size Selection:CUSTOM Size Ref:ACTUAL
( Width:47.0000 Height:491/4
p i Actual Size:47 X 49 114 Rough Masonry Opening:48 3/4 X 50 1/4
Wood Frame Opening:47 1/4 X 49 1/2 Egress Opening:19 3/16 X 44 5/16(5.906 SQFT)
1 m Frame Color:White Does unit need to meet Turtle Cade:NO
/ - Glass Family:Laminated Insulating Glass Type:1/8"-5116"
Interlayer Type:PVB090 Argon Gas:ARGON
3 Glass Makeup:LIA207AA5 Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN
Glass Color:CLEAR Low E:ENERGY SHIELD MAX
Privacy Glass:NONE Glass Spacer Type:DS
Grid Type:NO Grid Screen Type:1816 Charcoal
Screen Frame Type:ROLLFORM Boxing Options:None
Vent Latch:N Type Lock:Sweep Latch
i Decralite:N CAR#:190-292/1048
PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000
PANumber:FL 1844 EnergyStar:123.0000
CondensationResistance:57.0000 UF:0.3000
SolarHeatGainCoeff:0.2100 VT:0.4700
VTCOG:0.6300
_.._. .._
...... .................. .. ___ .. ........ _.. _... _.__...
0007 HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered: 6
(7.00) 47.X49.25,5/8"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO :1.00
GRID,OX,1816K,SWEEP,DURASEAL,.,.x.
j Certification Type:AAMAA440 Package Selection:NONE
Frame Type:.625FLANGE Unit Configuration:OX
Size Selection:CUSTOM Size Ref:ACTUAL
Width:47.0000 Height:49 1/4
Actual Size:47 X 49 1/4 Rough Masonry Opening:48 3/4 X 50 1/4
Wood Frame Opening:47 1/4 X 49 1/2 Egress Opening:19 3/16 X 44 5116(5.906 SQFT)
i Frame Calor:White Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Glass Type:1/8"-5/16"
j Interlayer Type:PVB090 Argon Gas:ARGON
i
http://ww2.exoquote.com/exoquote2/Reporting/(S(xoct4tsnwfajynbgdjkyal nc))/ExoReport... 4/14/2016
.� Page 3 of 3
Glass Makeup:LIA207AA5 Glass:718"LIG(118 AN-7/16 ARG-5/16 ANIAN
Glass Color:CLEAR Low E:ENERGY SHIELD MAX
{ Privacy Glass:NONE ° Glass Spacer Type:DS J
Grid Type:NO Grid v Screen Type:1816 Charcoal
F r Screen Frame Type:ROLLFORM € Boxing Options:None
Vent Latch:N Type Lock:Sweep Latch
Decralite:N CARM 190-29211048 €
PositiveDesignPressure:50.0000 t NegativeDesignPressure:50.0000
PANumber:FL 1844 EnergyStar:123.0000
CondensationResistance:57.0000 UF:0.3000
SolarHeatGainCoeff:0.2100 VT:0.4700
VTCOG:0.6300
........._....... ............ ..._.........................._............. _......... /..........._. ..._. _.._... ......... ............... .... ............ ........................ ..4
.. ....._........ ........ ..... .. ._...._................ .. ......... .. _.. .._ .......... -...................._...........
0008 I i MULL MULL BARS Ordered 5,6
(8 00) ,49.25 WHITE,.625FLANGE SERIES 5500 MULUCVR/CLPS,2 1.00
........ .... ....... .... .. ...... .................. _... ......_. .......... ._._........... ..........._...... ............._..
Product Family Series:5500.0000 Certification Type:AAMA
Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE
I Mull Bar Type:1.25X3.25X.625 Mull Clip Qty:2.0000
Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM
Length:49.2500 Frame Color:W
Packaging Options:N
...... ............................... ..... ........ _...... _. ....... __..... _..._.... .....,_ .. _..
0009 i HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered: 7
(9.00) 194.75X48.75,518 FL,W,7/8 LIG,CL,ARG,SB 70XL,NO .1.00
1 GRID,XOX,1/4-1/2-1/4,1816K,SWEEP,DURASEAL,.,.x.
i........_....._...........:..._................._.........................__......._.....,..............................................................................................._........_...._...................._..c.........................................:......_........................................ ..................................—................................................................................................
Certification Type:AAMAA440 Package Selection:NONE
Frame Type:.625FLANGE Unit Configuration:XOX
Vent Configuration:1/4.1/2.1/4 Size Selection:CUSTOM
Size Ref:ACTUAL Width:94 3/4
4 i Height:48 3/4 Actual Size:94 3/4 X 48 3/4
Rough Masonry Opening:96 1/2 X 49 3/4 Wood Frame Opening:95 X 49
i Egress Opening:22 1/16 X 43 13/16(6.708 SQFT) Frame Color:White
i Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating
y Glass Type:1/8"-5/16" Interlayer Type:PVB090
Argon Gas:ARGON Glass Makeup:LIA207AA5
}Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR
I Low E:ENERGY SHIELD MAX Privacy Glass:NONE
Glass Spacer Type:DS Grid Type:NO Grid
j Screen Type:1816 Charcoal Screen Frame Type:ROLLFORM
Boxing Options:None Vent Latch:N
Type Lock:Sweep Latch Decralite:N
CAR#:190-298/1054 PositiveDesignPressure:50.0000
NegativeDesignPressure:50.0000 PANumber:FL 1844
EnergyStar:123.0000 CondensationResistance:57.0000
y UF:0.3000 SolarHeatGainCoeff:0.2100
VT:0.4700 VTCOG:0.6300
_...._ _.................._......._....... ...... ..._.............._._._.- ................................................_.
PO Number:
Print Date 4/14/2016
Page 1 of 1
I
i
http://ww2.exoquote.com/exoquote2/Reporting/(S(xoct4tsnwfajynbgdjkya1 nc))/ExoReport... 4/14/2016
Florida Building Code Online Page 1 of 2
-I tidy Depftn eW BCIS Home } Log In i User Registration Hot Topics Submit Surcharge t Stats&Facts Publications FBC Staff t BCIS Site Map Links Search
8usiines(�YL�t1/(�']? product Approval
ProfessiVl IU� USER:Public User
Regulatigr
Product Aooroval Menu>Product or Application Search>Application List>Application Detail
3 FL# FL17519-R1
Application Type A Irma ion
Code Version 2014
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 22318
druark@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 Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
1...-- Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
.,(!I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity :;Yes C iNo ON/A
i FL17519 R1 COC Mulls-5400-5500 Evaluation.pdf
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fX... 4/14/2016
Florida Building Code Online Page 2 of 2
i
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/11/2015
Date Pending FBC Approval
Date Approved 06/16/2015
Su f Products
FL# Model,Number or Name Description
17519.1 5400/5500 Series Mullions Clipped/Unclipped Mullions
imits se Certification Agency Certificate
Approved for use in HVHZ:No FL17519 R1 C CAC 190-1075CAR.Odf
Approved for use outside HVHZ:Yes FI-1751.9 R1 C CAC 190-1076CAR.pdf
Impact Resistant:Yes FL17519 R1 C CAC 190-1077CAR.pdF
Design Pressure:N/A FL17519 R1 C CAC 190-1078CAR-unchoped.odf
Other:Please see installation instructions for additional Quality Assurance Contract Expiration Date
product,testing,and anchorage information. 01/10/2019
Installation Instructions
FL17519 R1 II 54xx-55xx Mulls.Ddf
Verified By: A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL17519 R1 AE 54xx-55xx Mulls Eval.pdf
Created by Independent Third Party: No
back Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
® eci9
aecu ri t'St VT Ei I t:.l"
I�
http://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ°/p2fX... 4/14/2016
GENERAL NOTES,UNCLIPPED 5400/5500 MULLIONS: USE THIS SHEET FOR in
-- - -— UNCLIPPED MULLIONS eaRag
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS
REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH
SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST OPENING WIDTH,MAX 127.114'-- OPENING WIDTH,MAX.127-1/4' OPENING WIDTH,MAX 127-1/4'
INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED,MUST BE ANCHORED PROPERLY TO
7.1/4'MULLION 1-114•MULLION C1-114-MULLION 1-1/4'MULUON O Ir
TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. JrWIDTH I �i WIDTH I WIDTH WIDTH e= Eel
U
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE
MULLED UNITS.
III 1111 II ��
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ( , ��I I��I I�
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MuwDN i MULLION 11 i I II I I1
MORE THAN Lf180.THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD LENGTH, // f./ LENGTH,
DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MAX %� I i/ MAX 7' III 111 I 11 Q
63' 63' III 1111 11 J
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE i i ��I I��I I LL c
SCOPE OF THESE INSTRUCTIONS. I I I I W M
0
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO III _-_ I-�11)-'-=_-----SI caO
DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET. II I F-
FOR MULTIPLE UNITS,CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN SEE SHEET 3 FOR MULL F-OPENING WIDTH.MAX 127-114' I �-
PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR TO WINDOW CONNECTIONZ Tn g z
FENESTRATION PRoOucrs SHALL APPLY. SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS 2 po
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD J J
BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS Q
SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR rn `L O
MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MuwoN LENGTH• W d
MAX.63' m 04
o l
7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR I
BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR �-----------�I U) OL o
EOUAL-LEG,SOX 6 FLANGE FRAMES. 1 I O -1 O Y
APPLICATIONS ARE LIMITED TO WINOZONES 1,2 8 3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO 1 I C) L)
SEE SHEET 3 FOR NAIL FIN 3
BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. ,I-CHANNEL FRAMES I I I I Lp Z
8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN ) /_rj'1 m 0 s:
AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS1b•MA7( II _[NUUUONDTH
APPROVAL --=-_ F
------ - OPENING
9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER I HEEIIAGXHT,
TO FLORIDA PRODUCT APPROVAL#261, i i i 127-1!4•
MULLION LENGTH, 11 _1111 MUWON
MAX.83' OPENING -L _--------- I� i
HEIGHT.
1.260•-'1 127.1/4'
TABLE 1
Mulllon Capacity Table(lbaf e)
OpeNrlg Width or Height up to 127-1/4" 1-vd• 1-vq'
1.291 3.291 i-MUWON MULLION +
.100A1um. All Loading Types WIDTHL MOTH
Tube Mu11111n MuWon Capacity Anchorage Repullenwnt
3.250" OPENING
hutall4 adtlNonal window HEIGHT, OPENING
hors threugh the vAndow MAX HEIGHT,
.100" arc
o rn .70.0IbWe frames at 10' M.Waech side 127-1/4' MAX. I I I I I
G -70.0IDVR7 or the mullloNtreme assembly 127-1l4' ,���t H `},Niy '/"
.100' z tube ceMedine.See figures on i� o ..... .
,11/�Cr,
Ihle sheet.
•'�10ENSC.'•.�T i
- .620 —� SEE CAR 190-1078 FOR CERTIFICATION. ;T r
N0.58705
125'%3.25'X.100• - --
MULLION NOTES FOR UNCLIPPED MULLIONS/FRAME ASSEMBLY TUBE: _ ,/,�; !Y=
6005-TSALUMINUM �'O'•"' �'�3 15 ((/;
1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. STATE OF 1
2)NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS,SEE NEXT SHEET. SINGLE HORIZONTAL MULTIPLE HORIZONTAL '�C�c��� •FCO.':���• G���
MULLION MULLIONS '/ONi F?'`
A.LYNN MILLE ,P.E.
FL P.E.#58705 t
i
GENERAL NOTES,CLIPPED 540015500 MULLIONS: USE THIS SHEET FOR a
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE CLIPPED-MULLIONS-
FENESTRATIONPRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE OPENING WIDTH OPENING WIDTH OPENING WIDTH k <
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF o
I(- 1-1/4'MULLION __1-114'MULLION 1-1/4•MULLION i-114•MULLION
USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. I �f WIDTH I II WIDTH IFI WIDTH` �rwIDTH k v o
BI
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS r I -____-�
HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL
NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. I ( I I I L I I 11
I It: 1
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED i i I I i II i i I N
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U780.THE 113 STRESS INCREASE WAS NOT USED MULLION MULLION I II I I I Z
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH % P LENGTH I I 11 I Q
I I I
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE i I I I I II i I I -1 Q..
INSTRUCTIONS. j I jj I j :3 LL
o
II ILII II 2 O
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES --_-_ JI� W 0
cn
AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO L FL ----
I m Z 1D
ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSUREI OPENING WIDTH
SEE SHEET 7 FOR MULL -I �_. o
OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. w�NNEeT+ e
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS z g
o
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST MULLION LENGTH -i LU
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT NOT CLIPPED MULLIONS: 7 Q a
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT I M
REACTIONS. 1FOAR MAXIMUM SIZES,SEE TABLES I�'-"-----�j W -i ao
I I X Lo 6 9 9
8)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING j I. // I I W "A o
2)SEE SHEET 9 FOR INSTRUCTIONS I I �/ I Tn coCODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES I 1/ I o
1,2 8 3 AS DEFINED BY ASTM E1996,MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A-4A. MULLION CUP--� 1 I 1 1-1/4' o X o Y
HAVING CURRENT APPROVALS. V I I MULLION "R In Tn
3)CLIPPED MULLIONS MAY BE USED _ �WIOTH N O 0
FOR ALL WINDOW TYPES.FOR CLIP
0
9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I I ? OPENING �is 1.1119�
ANCHORAGE,USE THE SAME ,� ,. -s
WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. I nElcHi
ol
ANCHOR AS WINDOW ANCHOR. I I I m
10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDAI I I I I-v4• I F
10 11
PRODUCT APPROVAL#261. MULLION LENGTH—] ----
I rMULLION
OPENING WIDTH
OPENING WIDTH FOR j
SHAPES TO BE HEIGHT
INSCRIBED INSIDE
--VERTICAL MULLION RECTANGULAR SHAPE i------HORIZONTAL MULLION LENGTH r
1.1/4'
MULL
f
MULLION MULLION
WIDTH --_-__ WIDTH
L111
/ \ -I j
I I
VERTICAL OPENING HEIGHT OPENING
OPENING MULLION OPENING HEIGHT
HEIGHT FOR LENGTH HEIGHT FOR
HORIZONTAL HORIZONTAL
MULLIONS / MULLION VERTICAL i
MU
LENLLIOGTHN
pAy .... .L"I' qN���%
.' •.it��
55705
MUWON i -I-1/4'MULUON �1.114•MULUON br15;
Ly-
WIDTH - WIDTH WIDTH SINGLE HORIZONTAL MULTIPLE HORIZONTAL
HORIZONTAL�i MULLION OPENING � Z1,LENGTH I HOfiIONTALWIDTHFOR� MULLION MULLIONS �� S�N[ 4%� I
i-� MULLION VERTICIL ' ,(� FL OR1p?,•'
LENGTH _ OPENING WIDTH MULLION `•`'51,x'- ''r�'\�. .
FOR VERTICAL MULLIONIONAk-
CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION A.LYNN MILLER,P.E.
FL P.E.#58705
i
CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR
-- - ----
CLIPPED&UNCLIPPED _ ® fix_ _
MULLIONS
SHALLOW FLUSH SHALLOW FLUSH
Y�3 LLO
MULL FACE CAP MULL FACE CAP �t 3
% 1120111020177�� o�Co
ox Z V
FLANGE FRAME SHOWN, EQUAL-LEGIBOX FRAME
MAY ALSO BE INSTALLED SHOWN,MAYALSO Be ^^ T
AS AN EQUAL.LEGIBOX Q [� INSTALLED AS A FLANGE Q LJ y
AN
(SEE FIG.2) FRAME(SEE FIG.1) 111111^((�,II1I'pg7 E y
Z
0
LL
0 F__1
D° CD
o
m
e�OO 10 O
DEEP FLUSH ' EXTERIOR _Z $
to @ I
EXTERIOR y
i+ y ttzo 178 \ 0 2 U
V = J U u
FIG.1:1.25"X 3.25"X.100"MULLION&FACE CAPS FIG.2:1.25"X 3.25"X.624"MULLION&FACE CAPSo
ER clj
w 9 Z't
w D_
�(�� MAY ALSO BE INSTALLED T_____________________________________________________________________________________---- (n 0_
DEEP MULL FACE CAP II Jl I ll 'IAS/—TOWARDS EXTERIOR. j FIG.4:MULLION END CAP EXAMPLE to 0 uYi
920175 \'VVVLyyy 1 (FJVI 1� z
0 0
I INSTALL 1 ADDITIONAL NAIUSCREW p" V to
_ MULLION END CAP TO SPAN BOTH _THROUGH THE NAIL FIN ON EACH SIDE V'� U m 0 m
EOUALIEGIBOX FRAME 1 WINDOWS,ADHERE WITH SILICONEOF-
SHOWN.MAYALSOBE Q 1� \,\ TUBE CENTERLINE. ASSEMBLY
INSTALLED AS A FLANGE TUBE CENTERLINE. o �--y
FRAME(SEE FIG.1)
I C> NOTES FOR MULLION END CAP: I
X70 OCA C -
I 1)APPLIES TO FIN OR
J-CHANNEL FRAMES.IL
i
2)REQUIRED AT HEADER AND `
��0 0�� I ------.•___._ JAMBS. '.
EXTERIOR o// 3)PICTURE WINDOW WITH
EXTERIOR VERTICAL MULLION SHOWN,
SIDE VIEW ALL WINDOW TYPES AND
T,
MULLION ORIENTATIONS
DEEP FLUSH MAY ALSO BE INSTALLED APPLICABLE. f
MULL FACE CPP—�
020178 TOWARDS INTERIOR. It
1 SEE CROSSSECTION MULLION
MAY REQUIRE / „111111
FIG.3:1.25"X 3.94"X.624"MULLION 8T FACE CAPS r ATTACHMENT.
EXAMPLES, .3,FOR
IN-FIELD TRIMMING WINDOW TO FRAME ATTACHMENT. `� �(LYNN
1.648• / :\��\••'\t;ENSE .,.CCti : i
NOTES FOR MULLION TO WINDOW ATTACHMENT: r \
VERTICAL MULL TO
1 %¢�. No.
53705 -_
1)RECOMMENDED ANCHOR LENGTH=MIN.3/4' 1-" STRUCTURE _
FRONT VIEW 1S j
2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOW'S APPROVAL. ----II 769•L -"•n, ••
MULLION END CAP ��'. s::aE
3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALL WINDOW TYPES AND % ;k% •
MULLION ORIENTATIONS APPLICABLE. - RIGID PVC ;/ �G
2X SIDE VIEW '1 Il)i`.`-
4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW A.'LYNN MILLER,P.E.
FRAME MEMBER BEING MULLED. FL P.E.#58705 {
USE THIS SHEET FOR
-- — — _CLIPPP-ED_MULLIONS
DETAIL A: DETAIL B: MULLION 13
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BuC Ip 1 TYP.ANCHOR a" w
OR WOOD FRAMING WOOD BUCK AND MASONRY PER SUBSTRATE,
gTTACHMENT� SEE SEE TABLES 2848
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERS,
SEE NOTE 1, O)
1 ^\ I SHEET 1. }
A71N 2.7 KSI ,•• '� EDGE Z
SEE=.
— / Q \Il�,4 1 I / 4, 1 1 CCNCRETE OR CMU DISTANCE,
STANDARD /•,— r I ///°O°���"' I I -- SEE SEE TABLES J Q
OFFSET MULL i \\ EDGE i �a EDGE DISTANCE 2848 a°
CLIPMAY BE I DISTANCE (\ a I FOR MASONRY Q �o
INSTALLED BY , \ -\ I I 1 FOR WOOD a� I I 1. ANCHORS p
TwsMETHC_ a\ �\ SCREWS d I I SIDE VIEW m Z m
`\' EITHER THE F O
a
\y\\\`\ ,° \ \ STANDARD OR C.)d
OFFSET MULL
\ < 4a �J CUP MAYBE ? 8
a EXTERIOR \ THIS D
IS MMETHO
'-4
° EDGE a J Z .O•¢ I
\ ° d DISTANCE Q z M
FOR U) O O
THE OFFSET CLIP IS ANCHORSNRY \ 1,J Y^ W F•".Rq O m
RECOMMENDED FOR J In o a
/ EXTER��° L Fw� ° p W
^\ 4 / l4;HANNELWINDOWS, \ J-� a � JQ p p
BUT MAY ALSO BE CD f— Lr) co
USED FOR OTHER / 0 fn O
FRAMETYPES. CD cm
Z p
TYP.ANCHOR
1 ,—PERSUBSTRATE, �r= „L m'O
1 SEE TABLES 2B413 u)'�'
TYP.ANCHOR
TYP.ANCHOR -PER SUBSTRATE. BUCKSTRIP rc 1
PER SUBSTRATE, SEE TABLES 2B4B / _���/!'.— qND i
SEE TABLES 2848 / EOGEIEND _ ATTACHMENT 1
/// DISTANCE BY OTHERS,
SEE TABLES EMBEDMENT' SEE NOTE 1.
EMBEOMENT'� / / BUCKSTRIP /�� J 2�8 j SHEET I.
BV OTHERS, .• MIN 2.7 KSI CONCRETE OR CMU
.•• '1 ^ SEE NOTE 1. MULLION FRONT VIEW
SHEET 1.
SIDE VIEW SEE SHEET 9 FOR
FRONT VIEW HOLE LOCATIONS MAY ALSO BE INSTALLED TYp AN
DIRECTLY TO MASONRY: pER SUBSTRATE.
/ e SEE TABLES 2848
` /
INSTALLATION NOTES: L.259•MAX FOR EMBET!!!T , 1
ALL MULLIONS a 1111111�;, t
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MIN 2.7 NSI CONCRETE OR CMU
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW �`��:••�16GNSi; �/
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE "
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE _ FO 58765
FOLLOWING SHEETS.FOR DETAILS A-C,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. I W6
-
Gt z3�5
3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. - •�
O
SAILO; :•��
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL B.THIS SHEET. •' PLOP,pP�•r�G
A.LYNN MILLtk,P.E.
FL P.E.#58705 I
USE THIS SHEET FOR
DETAIL C: DETAIL-D—. DETAIL-E: CLIPPED MULLIONS B3�j1
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION �x�a
(F-CLIP) (ANGLE CLIP) INTERSECTIONS o
(U-CLIP) NOTES FOR INSTALLATION OPTION E. o a
SEE DETAILS A B B. o= O
` \�� SHEET 4 FOR INSTALLATION I ' W
/TDSPECIFICBUBSTRATES. VARIES I 1)MULLIONS MAY BE INSTALLED IN
/ \\ MULLION 'TEE'OR'CROSS"CONFIGURATIONS. O
f\ 2)U-CLIP MAY BE INSTALLED If>£
HORIZONTALLY(SHOWN)OR 8
/{ TOP VIEW VERTICALLY. ZO
\ / MULLION J
/ Q
VARIES � LL
012 STEEL SCREWS, m a-
SELF.CRILLING OR
DRILL
' MULLION AND USE SMS m
Z
O
EXTERIOR I I MULLION U
z°
I TVP.ANCHOR ``
i STANDARD MULLION CLIP 1 I PER SUBSTRATE. / (n❑ rc
/ L INTERSECTION
MODIFIED TO FR FIELD I SEE TABLES 2B48 -/) Z UtD
CONDITIONS. U�CLIP [f Q Z �
1
I EXTERIOR Tn O c
W
G I � Q= ao�
�MUWON I
W J 3 $
I I $ 0) Q O
I I I > O O Y
2x5 x.IP. FRONT VIEW t � � �
ANGLE CLIP. Z �j
I I I -2 PER MULLION END, O — C3 O
MUST BE INSTALLED Lo 0
INSIDE OF MULL V B7m0
L10 @gym
DETAIL F: 6 a
` TYP.ANCHOR b MULLION ATTACHED TO
\ \--PERSUBSTRATE, / --i STEEL STUD
y SEE TABLES 28% I �\ �, (STANDARD CLIP SHOWN)
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR \� STRUCTURE
ALUM,CMU OR MASONRY MODIFIED IN-FIELD.
TVP.ANCHOR i
A —PER SUBSTRATE, -
EXTERIOR SEE TABLES 2848
INTO WOOD,STEEL, `
ALUM.CMU OR MASONRY
EDGE -MULLION
(X: —
DISTANCE
PER
ANCHOR
DISTANEDGE
CE I
PER ANCHOR
I �'•��``' ENS^ `•(' : I
I ) FOR STEEL STUDS THINNER THAN ` �,• V•\ � �
FRONTVIEW ��� y 10 GA AND COMPLIANT WITH THE FLBUILDING 7C
�\ ""� CODE.A 2X WOOD BACKER MUST USED. )Il' NO.=8705 = i
ATTACHMENT BYOTHERS. -
EXTERIOR USE WOOD ANCHOR SPECS - -
NOTES FOR INSTALLATION OPTION D: "O ckUVE31-15..
NOTES FOR INSTALLATION OPTION F: '' ••�•
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE pLOR,Op•.•'c,
INSERTED INSIDE OF MULLION. 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '.�tS •'•••••• ;
ANCHOR VALUES MAY BE USED.
A.LYNN MILLER,P.E. I
FL P.E.#58705
i
TABLE 2AUSE THIS SHEET FOR
- -- _ - - -- Mu11IooCapack Tiibld-(IB6At3 -CLIPPED-MULLIONS - - ®- ��
Opening Width(forverfiraly-spanning mUliors)or Opening Height(for horizoroa*rparcirg mullions) ��+e Q
50 In 60 in 70 in so in 90 in 100 In 120 In 140 In 160 in $ OLL
T' no
Rectangular Tra rTriong. Recterg iar TrepT,"". [RIftrg dar TmpfTdang. Rxtergdar TreprNarg. Rectangular TrWTnieng• asctanguler RapJTdag. Rectangular Trap/rrlang. RectargMar Traiarmang. USE RECTANGULAR 1 d
Loading Loading Loading Loading Loading Loadingding Loading Loading Laadirg Loading Loading Loading Loading Loedirg Loading Loading Loadbg LOADING FOR ALL TEE OR o Y �
AlumX.'Tuhe p r r r r r r r r r _ r _ r ,�• r ,£ r P_ _ r r r 00
CROSS CONFIGURATIONS, o
a ANDALLASSEMBLIES
Mullion B g g g $ B $ CONTAINING A 01
5 8 s 5 SINGLE/DOUBLE HUNG A,e1 '� e �� a �� � �� e �� � WINDOW. y d
42 In 70.0 255 70.0 179 70.0 3a6 70.0 197 7a0 357 70.o 208 408 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0 813 14.6.6 ..
70.0 715 70.0 214 70.0 817 70.0 214 USE TRAPEZOIDAL Z
48 in 70.0 292 70.0 216 70.0 350 70.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 70.0 583 70.0 280 70.0 700 70.0 817 70.0 280 70.0 933 70.0 280 RRIANGl1LAR LOADING
FOR ALL OTHERS. J EL
5a.a25 in 70.0 306 70.0 232 70.0 309 70.0 260 70.0 431 70.0 282 70.0 492 70.0 298 70.0 554 70.0 308 70.0 615 70.0 311 70.0 738 70.0 881 70.0 311 me 927 70.0 311 d U.$
54 In 70.0 320 70.0 252 70.0 394 70.0 2" Toa 459 70.0 311 70.0 525 70.0 331 70.0 591 70.0 345 70.0 656 70.0 352 70.0 76B 66.2 869 70.0 354 57.9 869 70.0 357 0
601n 70.0 365 70.0 289 70.0 43B 70.0 328 70.0 510 70.0 362 70.0 5113 70.0 389 70.0 656 70.0 410 70.0 729 70.0 425 59.7 746 51.2 746 70.0 438 44.8 748 70.0 438 m (ZI 0
C 63 in 70,0 383 70.0 307 700 459 70.0 350 70.0 536 70.0 387 70.0 613 70.0 418 68.7 677 70.0 443 61.9 677 70.0 462 51.6 677 44.2 677 70.0 482 35.7 677 70.0 482 V
F- W
C� 661n 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 41. 67.3 617 70.0 447 59.8 fill 70.0 476 53.8 617 667 489 44.8 617 38.4 617 13.7 482 33.6 817 63.7 482 9G m
J
72 in 70.0 438 70.0 362 89.1 516 70.0 416 59.2 SIa 65.2 432 51.8 518 56.8 425 48.1 516 64.2 419 41.4 518 50.7 414 34.5 SIB 29.6 518 45.0 4115 25.9 51B 45.0 905 Z J f & �
76 in 70.0 462 70.0 386 58.7 465 62.6 398 50.3 465 54.9 390 44.1 465 49A 364 39.2 465 45.3 3713 35.2465 422 374 28.4 465 38.3 367 25.2 465 36.5 364 22.0 465 36.2 363 2 e x '�
] U
78 in 65.2 441 611.0 387 59.3 441 57.7 379 46.8 411 50.8 372 40.13 491 45.9 366 36.2 941 41.8 360 32.8 441 311.7 358 272 447 34.8 319 23.3 44139.1 346 20.4 441 32.7 345 J O If)
90 in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 2B4 265 332 28.8 200 23.6 332 26.1 Z78 21.2 332 24.1 Z72 77.1 332 21.3 266 15.2 332 19.6 282 13.3 332 18.7 260 Q
Win 35.0 291 35.9 260 29.1 291 30.3 256 250 291 28.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 247 14.6 281 17.1 23B 12.5 291 15.6 232 W X .
108 in 24.6 230 25.1 2118 20.6 230 21.1 2115 77.5 230 113,3 201 15.4 230 16.2 198 O g O b
111 in 22.8 218 23.1 187 111.8 2111 111.4 194 16.2 218 18.9 •191 14.1 216 14.9 188 UJ N N o 0
C M
120 in 17.9 187 18.2 170 14.9 187 15.3 167 3
O X rA U)
SEE CAR 190-1075 FOR CERTIFICATION. rii C14 o
o v (0n
v tnm0
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: LID. 7w m
Anehor Ca ae Table ibe ANCHOR CAP.,,,,,,,,` is
slOslmle: 2.7k Concrele 3.5k COno. HcOww CMU FRIM CMU PT Wood Moral (DP J X 1 1=ANCHOR CAP_
5/76•= 1/4'.9S Elco 5116'Eke 114•SS Elco 1110 SIml 1112Sleet 412 sletl `MULLION CAP.,,,,,„,,,,
Anchor Clip Patterns AnCMr Typo: 3118'EI_Uttracon 114'Elco Utrrcan Wrecon Lt6'Elw lmrecm 114•Elco UNseon AggraGator Ultracon AggeGator screw(GS)S-(05) $-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Eoge0is1a On): 1• 2-17 1• 2.12' 3-1/8• 1• 2-1/2' 1• 2-1R' 2• 3.118' 2' 0.ae' 0.59• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
EmRMmenl
in
1-314' 1.34' 1-3/4 2' 1-114' 7-1/4• 1-1/4' 1-1N' 1-114' 1-1/4' r 1-3/8' 1{116' edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchm @ 4.75'Min.O.C./Standard or Oftel Gip(Fig.tk 390 In 39D Ias 4501, 890 Oa 1644 I, 2701, 2801bs 354 I, 7401, 3741, 664 wa 946 I, 341 ma 4421, No 1, OPENING,WHEN R IS LOWER THAN THE MULLION
4 Anchors®1.15'Min.O.C./Standard(m OlNet)Glp(Fig.2k 490 Iba 700 Lbs WA WA NIA WA 3801 a WA NIA WA WA WA 6821, a851, 1120 1b, CAPACITY(FROM THE TABLE)OF THE SELECTED ,
4 Ancien @ 3'Min.O.C,/(2)2x5 Angle dipa I(Fig.3): 780 to. 7801, 6801, 16601ba 18961, 5401bS 560 I, WA 760 1b. 748 ms am I, 1892 b. .6821bs 88511. 1120IDa MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anthea®0.54'Min,O.C.I U�Oio.Imo.100'Alum.(FIB.4): WA WA WA WA NIA NIA WA WA N/A WA' WA WA WA WA e501ba CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amhw 1 F13Ip(Fig.5k 1951611 195 Ws 225 I, 44515& B22 Lbs 1351, 140 Ibs 1771, 370169 197 I, 332 les 4731, 1701bs 221 lb 1 2801as ADDITIONAL ANCHOR OPTIONS FROM THE
2A hws C 1.15 Min.O.C.F-CIp(Fig.6k 24015& 350 i, WA WA N!A WA 1901, WA NIA WA WA WA 391 ICa 4421, 58D lee ANCHOR CAPACITY TABLE.
FIGURE 1 STANDARD CLIPSHOWN: FIGURE 2, STANDARD CLIP SHOWN): TABLE NOTES: 1.250"
• • • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3.5 FOR GENERAL
INSTALLATION METHODS.
,�1lil IIll/7j, .
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE3: ��•c�'.•'1(yeNSg ''•��
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• -S•.•
CUP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS tet';:
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. SF,7C
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100"
�/,:�=21 - ,315 :w
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL - 411
FIGURE4: FIGURE 5: FIGURE6: l' S'AIE OF
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -%'�<` •.,!'corlo^•''�G�;
.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL �.��`�Qn •'•• (}.• '
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125"X 3.25"X.100'
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. MULLION 11''
� A.LYNNIMILLER,P.E.
FL P.E.#58705
TABLE 3A USE THIS SHEET FOR
Mullion Ca-echy TebW(Ibefft5 CLIPPED MULLIONS__
Opening Width(forvfir8rally-spanning millions)or Oponing Height(for horimrttaliy-spaming muli �� of
50 In 60 in 70 in BON BOM t001n 1201n 140in 1110 in
Rectangular Traieft m. RectanBrJa Trap7Tdeng. Recmngu4v Tr4pl7rfeng. Rectangular TreyTrimg. Recterguler Trep?deng. Rectangular TrepTrieng. Rectangular Trep/Tdang. Redanguler Traprt4eng. Rectangular ireprr4arg. USE RECTANGULAR c 4 w
1.25x335 Leading wading LmdIng laming wading Loading wsdng Loading wading Lording Loading Lommg Loading �^i^e LB,mre L�Ing Ling Loading LOADING FOR ALL TEE OR
2 U
X.624 _ _ _ CROSS CONFIGURATIONS, '^
Alum.Tuba Lt La•_ _ _ _ _ L•_ 2 _ �• r z• Z• z• £ AND ALL ASSEMBLIES LL
Mullion g g} fl e. 8 8 S 8 yg qg 8 -1313 o S pg �, @ CONTAINING A
c`5r�`
SINGLEIDOUBLE HUNG
E
WINDOW.
X. 52 251 5o �rz
St=. a e
42 In 70.0 255 70.0 179 70.0 306 78.0 197 70.0 357 78.0 206 70.0 406 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0 613 70.0 214 70.0 715 70.0 1 214 70.0 an 70.0 214 USE TRAPEZOIDAL ZO
48 In 70.0 292 70.0 216 70.0 35D 70.0 241 70.8 409 70.0 259 1 70.0 467 70.0 272 70.0 525 7a 79.0 683 70.13 280 70.8 Toe mo 280 70.0 617 70.0 2110 70.0 933 70.0 280 /TRIANGULAR LOADING
FOR ALL OTHERS. 0-2.
j
511.625in 70.0 308 70.0 232 70.0 369 70.0 250 70.8 431 70.0 282 70A 492 70.0 70.0 554 70.0 7 615 70.0 311 70.0 738 70.0 371 70.0 881 70.0 311 70.0 984 70.0 311 C o
541n 70.0 328 70.0 252 70.0 390 Too 284 70.0 459 70.0 311 70.0 525 70.13 331 70.0 591 70.0 345 �0 656 70.0 352 70.0 788 70.0 354 70.0 919 70.13 354 70.0 1050 70.0 354 O
60 in 70.0 365 70.0 299 70.0 438 70.0 328 70.0 LU M
610 70.0 362 70.0 5113 10.0 389 70.0 658 70.13 410 0.0 7213 70.0 425 70.0 1175 70.13 4313 70.0 1021 70.0 438 70.0 1187 713.0 438 m U 40
83 in 70.0 787 70.0 307 70.0 459 70.0 350 70.0 5713 70A 38T 70.0 617 70.0 70.0 fi89 70.0 70.0 766 70.0 462 70.0 919 70.0 481 70.0 1072 70.0 462 70.0 1225 70.0 4a2 ll.l
65 in 708 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 70.0 642 70.0 447 70.0 722 70.0 476 70.0 802 70.0 498 70.0 963 70.0 525 70.0 1123 70.0 529 68.1 1248 70.0 529 2
z°
72 in 70.0 438 70.13 362 70.0 525 70.0 418 70.0 813 70.0 461 70.0 700 70.0 506 70.0 7118 70.0 517 70.0 875 70.0 571 69.9 1019 711.0 613 58.8 tO49 70.0 630 52.4 1049 70.0 630 J Y y
o Z �
3 76 in 70.0 462 70.0 386 70.0 554 70.0 445 70.0 647 711.0 498 70.0 739 70.0 S14 70.0 B31 70.0 565 70.0 924 70.0 620 59.5 941 70.0 671 51.0 941 70.0 699 40.8 941 70.0 702
78 in 70.0 474 70.0 398 70.0 569 70.0 459 70.0 664 70.0 515 70.0 758 70.0 560 70.0 853 70.0 W7 60.0 894 70,0 604 55.0 894 70.0 700 47.1 694 67.0 701 41.3 690 66.1 698 J � to
90 in 70.0 547 70A 471 70A 655 70.0 547 61.4 671 65.3 675 537 671 5&2 SM 47.7 671 52.9 5513 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 528 Q N Cl)Iz
10 O i
961. 70.0 583 70.0 507 59.0 Sao 81.4 Isla 50.6 Sg0 53.4 509 44.3 590 47.5 502 39.3 690 43.0 494 35.4 590 39.6 4118 29.5 590 34.7 07 253 590 3t.6 469 I
LU X.. 4�
log M 49.7 466 50.8 421 41.4 4158 42.8 414 35.5 465 37.1 400 31.1 466 329 402 tY Lo B b 0 u
W of o 0
717 M 45.6 441 46.7 d00 382 401 39.3 383 32.7 441 34.1 387 28.6 441 3D.2 382 In M _
1201n 36.3 378 36.9 3N 30.2 3713 31.0 339 C3 x O Y !
SEE CAR 190-1076 FOR CERTIFICATION. a civ o O
C) v m
v Lr)10
TABLE 3B Anchor Capacity Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: U) w
Sulause, 2.7k Concrete 35k Cmc. Moll-ClAU Filled CMU PT woad Maud ANCHOR CAP.,,a„�,
(DP,,,)X( )=ANCHOR CAP,,,,
'5"6'6' vet•55 FJco 5.16-Qco vet•SS Elm a10 Sted 072 steel 012 51m1 MULLION CAP.,,,,,,,,,,,
Mrha Type: &16'8-utracm vet•Eke uroamn176•Elm utrocm t:a•Eke unramn AggreGet^r Ulu- AwreGrror S-.(CS)S.-(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor Cllp Patbeme utnamn i
Edge Oererca(int 1" 2-112" r 2-11Z 34+8• r 2-Ir 1• 2-1/2• 2' 3.178• 2• 0.48• 0.54• 0.724• CAPACITY REQUIRED"CORRESPONDING TO AN
FmLwent(in) talo• 1-314• 7a• t=sm� z• M13SM. 140
et• 1-Ira• 1-vet• 7-vet• 1au• r 1-3a• 1-YB• ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anctcrs 4 75•Min O.C.7 Standard v Oaset Clip(fig 1? 390 ma 390 4501bs 990 ba t be 350 me 7401bs 374 ma 664 lea 946(m 341 ma 442 ee 560 @, OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anthea @ 1.15•Min o.0 r standard I.O([e)Cep(Fig.2). 4801bs 7 Ids wet wet w sWAba wet WA WA WA VA 6112 ma sets be 1720 Im CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors @ 3•Min.O.C.1(2)2,5 Angle C6p,/(fig.3y 780 ma 780 680 ms 1560 toe 1 a [beuswA 780iw 748 rbs 880 m 1892 es 6112 ma Bas be 1120 It. MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anchone @ 0.54•Ma•..G.C./Ulip,int..100'Akan(Fig 4y WA WA WA W'A A WA W'A WA WA WA WA WA 950 0n CAPACITY WHICH MAY BE USED TO QUALIFY
1 AnchorI FL6p(fie 5) 195 Iha 195 get 22516-3 822 ms Re 177 lbe 370Ib. 187Ib, 332ibs 473 Os 170M. 221 en leo ua ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchor,@ 115'Mn.O.CJ FLIT Fi6): 2.7016. 350 Oa WA WA wA be WA WA N!A WA WA 3471ba 4a716a S6D Ito ANCHOR CAPACITY TABLE.
I
t
FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2.ISTANDARD CUP SHOWN): TABLE NOTES: 1.250"
• • 1)SEE SHEET9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3S FOR GENERAL
INSTALLATION METHODS. j717;I:1r1
I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: t -�tG2N Sz 4
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• A��
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
LL=
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 6L
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '624" <-,7C OF >
6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �T •'•.�CGR70P' .`G�,: i
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ;C<j 5 •"�'• �C`. '
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �0N A�- ,
• #10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNI;i-KaLER,P.E.
FL P.E.#58705
TABLE 4A USE THIS SHEET FORo „
--- -- -- ---------'- -Mullion C ec -Tebla(Y1dft° CLIPPED MULLIONS IIRPR
OpeningWidth(for ver6ta9rispanning mulliom)or Opening Height(for horizontally-spanning mullions) - - - �k <-50 in Goin 70 in So in 90 in 100 in 1201. 140 In 1601, USE RECTANGULAR
Reemigular T2p/Tdarg. Rocl War T.Prroang. Reetangdw Treprilriwig. Rectorular TrapRn Rectel9Uar T1epYTnan9. Rectangular Trepfrflong• Reclargdar Trup7riang. Rectangular haWIVI g. Recta,gNm TreprW,g. LOADING FOR ALL TEE OR 6 F
1.25 x 9.94 Leading Leading Loam Loading Loading Loading Loading Luada� Loaning Loading Loading Loading lcadng Loading Loodirg Loading Lcadirg Loading CROSS CONFIGURATIONS. G U
x.624 AND ALL ASSEMBLIES
Alum-Tube �" ' ' A, ' ' CONTAINING
k B k 2t 8 SINGLE/DOUBLE HUNG Co
Mu6bn $ �` i7 c�` WINDOW.
Tigg6y&g 6' .� 6' fi� fi� fi' 6•' 6`• 6' '. � 6� 6•e 6'i: ¢ fi 6� 6� 6 C0
g� 3a" 28 �' n� �� 2r `�'' t�� f � 2 d6 f f d6 E dp f d d f@ USE TRAPEZOIDAL ea'
O
421. Too 255 70.6 Ira 70.0 306 70.0 197 70.0 357 70.0 206 70.0 408 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 FO
ALOADING Z
FOR ALLLL OOTH THERS. O
48 in 70.0 292 70.0 216 70.0 350 70.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 70.0 583 70.0 280 70.0 700 70.0 2110 70.0 817 70.0 280 70.0 933 70.0 280 J Q
50.625 in 70.0 308 70.0 232 70.0 389 70.0 260 70.0 431 70.0 282 70.0 492 70.0 298 70.0 554 700 308 MA 615 70.0 311 70.0 739 70.0 311 70.0 861 70.0 311 70.0 981 70.0 311
LL A
54 in 70.0 328 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 76.0 525 70.0 331 70.0 591 70.0 345 7D.0 656 70.0 352 70.0 788 70.0 354 70.0 919 70.0 354 70.0 1050 70.0 354 2LU
O a
O
601n 70.0 365 70.0 289 70.0 438 70.0 328 70.0 510 70.0 302 70.0 583 70.0 389 70.0 656 70.0 410 70.0 729 70.0 425 70.0 875 70.0 438 700 1021 70.0 438 70.0 1167 70.0 438 m (o
631n 70.0 383 70.0 307 70.0170.057a
0.0 350 70.0 538 70.0 387 70.0 613 70.0 418 70.0 889 70.0 443 70.0 766 70.0 462 70.0 819 70.0 481 70.0 1D72 70.0 482 70.0 1225 70.0 482 F=., W
$m 86 in 70.0 401 70.0 325 70A70.0 372 70.0 561 70.0 413 70.0 642 70.0 447 70.0 722 70.0 476 70.0 602 70.0 498 70.0 953 70.0 525 70.0 1123 70.0 528 70.0 1283 70.0 529 �g m
J 72 In 70.0 438 70.0 382 70.00.0 418 70.0 613 70.0 484 70.0 700 70.0 506 T0.6 788 70.0 511 70.0 075 70.0 371 70.0 1DSD 70.0 813 70.0 1225 70.0 630 70.0 1400 70.0 830 Z J
g76 in 70A 462 70.0 386 loo0.0 445 70.0 647 70.0 498 70.0 739 70.0 544 70.0 831 70.0 585 7D.0 924 70.0 620 70.0 1108 70.0 671 70.0 1293 70.0 698 70.0 1478 TD.0 7D7
78 in 70.0 47d 70.0 398 70.070.0 459 70.0 681 70.0 515 70.0 758 70.0 584 70.0 853 70.0 W7 70.0 948 70.0 644 70.0 1138 70.0 70D 70.0 1327 70.0 732 68.2 1477 70.0 739 J tn¢
f Q
901n 70.0 547 70.0 471 70.00.0 547 70.0 766 70.0 617 70.0 875 70.0 681 70.0 984 70.0 738 70.0 1094 70.0 790 592 1110 70.0 875 50.7 1110 65.6 878 "A 1110 62.7 B70 (�7
96 in 70.0 583 70.0 507 70.00.0 591 70.0 817 70.0 tae 70.D 933 70.0 739 65.0 975 70.0 804 59.5 975 65.4 807 48.8 975 57.4 789 41.8 975 52.3 776 W X a I
109 in 70.D 888 70.0 380 118.50.0 870 587 711 81.3 974 51.1 771 54.3 664W70.D 974 70.0 598 83.15.0 fi50 51.1 730 58.3 640 47.3 730 19.8 631 In f'959.9 @4 61.0 569 49.81.2 560 0 mt 34.7 433 35.1 4D0 711.99.4 395 N
CD„
SEE CAR 190-1077 FOR CERTIFICATION. j U-3 m0
ANCHOR CAPACITY ADJUSTMENT FORMULA: ..to °' w m
TABLE 48
Anchor Capaetty Table b9 (DP,)X/ANCHOR CAP.,,,",w -ANCHOR CAP.-
6ubetrafe: 2.7k Concrete 3.5k Conn. Hdk.CMU Filled CMU PT Woad Me1.1 `MULLION CAP.,w",
6'18'Eko1/4'IS Elco 6116•Elco 1/4.99 Elm 610 Steel d12 Sled 012 Mod USE THIS FORMULA TO OBTAIN THE'ANCHOR
Antltor Type: 311 fi'Elco IAVacm 114•Eko Ulbacort 3x16'Eko._on I_Eke U,,__AnCher C6p Pette7118 lAlrecon Ag9reGetor U4txan AggreGator Screw(GS)S...(G5) Screw(GS)
CAPACITY REQUIRED'CORRESPONDING TO AN ,
Ea9a I7istarce 6np 1• 2-tr2• 1• 2-1a' 3-118• r z-tlr r 2-112• 7 3-118• 7 0.49• 0.54- 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE
EmeeOmerd nn): 1.3/4• 1.3x4• 1-3/4• 1-314• r 1-114• 1.114• 1-174• 1-114• 1.114• 1-114• r I 33/r tare• atlas OPENING,WHEN IT IS LOWER THAN THE MULLION
2%,odors @ 4.75•Min.O.C./Standard or O9sot Clip(Fig.1} 300 me 3B0lea 4501bs No lbs 1644 ft 270 Ibs 280 lbs 3541bs 740109 37414s 664 Im S46 lbs 341 Ibs 4421bs See Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anclwm®1.15 Min.O.C.I Standen(or Offset)Clip(F9.27• Ie0 n1. 7o0lbs WA WA N/A NIA 3601b. WA WA WA WA WA 602 1b. 885I 1120 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Arcrore®3•Min O.C./(2)2.5 Angle Ceps 1(F9.3): T80 Ws leo Ibs 680145 1560 Ibs 18961b, 540 ths 560 in WA 7601. 748 ft ago Ibs 18921bs 682 Ms B951Is V11201b. CAPACITY WHICH MAY BE USED TO QUALIFY
4!- ®0.54'Min.O.L./-ip,inte.101,11 .(Fig.4): WA wA WA WA WA NIA WA WA WA WA WA WA WA WA ADDITIONAL ANCHOR OPTIONS FROM THE
1 AnchorI Flip(Fig.5): 1951m 1951bs 22516. 445Ibs 922 w 135108 140Ibs 17710. 370 r. 1B71bs 33210s 173 ma 170Ibs 721 IM ANCHOR CAPACITY TABLE. t
2 Anchors @ 1.13•Min.O.C./FCllp(Fig.67 2401bs SSOIbs WA WA WA WA 19D Ibs WA WA WAWA WA 341 Ibs 442105
1.250'
FIGURE 1. STANDARD CLIP SHOWN): FIGURE 2. STANDARD CLIP SHOWN: TABLE NOTES:
• • • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3.5 FOR GENERAL
INSTALLATION METHODS.
."O t I l l l l r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�t�Oa.(%Y
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.04' �'•�� ,•'��GEN,cE ?
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �`•• •'.A
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •' NG.5?705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = // CC=
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL --0•'•U' S
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE /�C g TC F `�\ I
6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624" F F.•'•
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL .......<,S`�ON AANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7 �
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25"X 3.94'X.624" A.LYNN'MILLER,P.E.
MULLION
FL P.E.#58705
1.250' 740' USE THIS SHEET FOR
CLIPPED MULLIONS 3x
. .
I--1250' 1250" ( }-{ .125' - _-
-'i i•'-.125' ���-Q----
0
o
'125'STAN
2.000' 6063-T6 ALUM. I oY o�2
v
2.125' 2.000"L
3.94' X-SECTION U-CLIP O
I 6063-T6 ALUM. •125" )
3.250" 3.250' .125' XSECTION '
.100' .100' .100' w O a
.125"1
, z
100" 1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE O
624' 624" DASHED BOUNDARY.SEE TABLES 2B-4B FOR THE J Q
j ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
HOLE DIAMETER=ANCHOR DIAMETER+1116". = m LL'c
--1 .820' F-- I -1 .820" F-- �i.820" F- 2 , o
5.500'
1.25'X 3.25'X.100- 1.25"X 3.25"X.624' 1.25'X 3.94"X.624" 5.000"
co
MULLION MULLION MULLION3.125' CUT HERE TO 375" 375' f0 0
6005-75 ALUM. 6005-T5 ALUM. 6005-T5 ALUM. 375' _CREATE FCLIP,SEE MIN. H Z
X-SECTICN XSECT10N X-SECTION MIN. I DETAILF.SHEET4 � ,375' W g m
r_______r r_______� CENTER OF r-------- 375' z g
I I ANCHOR HOLE I MIN. p e
INSTRUCTIONS: I I I II
I MUST VE WITHIN a d o v e
1 DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)P)FOR THE I i THE DASHED J L)
) I I I I I BOUNDARY.SEE I I
OPENING USING THE ASCE-7 STANDARD. I I I F TABLES 28-48 AI Ip o
FORTHE F _-_____ W Z.. N
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE i i I i i P ANCHOR O.C. y Q oa_s f
FENESTRATION PRODUCTS FRAME DEPTH. i I I I DISTANCE. I W Z m m j
I I I MAXIMUM I 1n O o
3)REFER TO SHEETS 65-TO DETERMINE IF THE WIND LOADING IS i i I ANCHOR HOLE i o
DIAMETER ILf) V)I I = l 3
"RECTANGULAR'OR'TRIANGULARITRAPEZOIDAL I 10 ';
______.� �_______.� _1- ANCHOR �______________________ L0
O
DIAMETER 1116".. O„� O U)
4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM ��
v m y;
TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, - 2X5 ANGLE CLIP O 0U).
STANDARD CLIP U-CLIP 6083-78 ALUM. £of
USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT � L
(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6083.78 ALUM. TOPVIEW
HORIZONTALLY).THE MULLION CAPACITY(LBS/FT-)OBTAINED SHALL WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW
MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR TABLES 213-48 FOR THE ANCHOR O.C. TABLE C
THE OPENING OBTAINED IN STEP 1). DISTANCE.MAXIMUM ANCHOR HOLE DlmenWon Value(1n)l Far Mullion:
DIAMETER=ANCHOR DIAMETER+1116-.
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN F 2.250 1.25"X3.25'
THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUEG 0,750
X.100'
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY \ 5.500"� Aluminum
THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION .375' H 1.500 Tube Mu5ion
CAPACITY. MIN. .375"
F 1.938 1.25'%325'
X.624^
6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND r _______ G 0.500 Aluminum
USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE I I l I H 1.438 Tube Mullion
ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN F 2.625 125'X3.9-4^
ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ! i i X.624'
CAPACITY IS MET. i I I I I 3.25" G 1'125 Aluminum ?
I H I M
7)IF THE MULLION CAPACITY(LBSlFT1.500 Tube Mullion)OBTAINED IN THE TABLE IS 11,1 I I I 1111
HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT I I I I ��`��pV{,••t,IN 47����i� j
---- ----
FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH <� GEMS^• <i
THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED - TABLED P.•'• �` F .FSI
FOR THE SAME SUBSTRATEPGT Part N NO.yg7p5 '
G OFFSET CLIP Mull Dimension
.125" 8063.76 ALUM. (aheaL N) Mullion Std.Clip Offset CllP U-0Clip Angle Cllp -
8)VERIFY THE DESIGN PRESSURE RATING(LBS")FOR THE TOPVIEW J- -
FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .740 1.25%325'X.100"(5) 20760 6661127- 6661124- 6662410- 6665115-
MULLION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM,THE 1.25'X325'X.824'(6) 20181 6681126- 8861125- 6682411- 6685116- 2 �*�^3 s Q
LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED 1.25 X 3.94-X.624'(7) 20162 6661117- 6881128- 666241- 866517M �T S AI E 0 �1J�
FENESTRATION PRODUCT ASSEMBLY. %C`s;•F<ORIO�..•' �C��`
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC u/ •'""• �G
APPLICATION WHEN USING THIS APPROVAL TOAPPLY FOR APERMIT.
LE,•`�
A.LYNNY�i]-LER,P.E.
FL P.E.#58705
i
Florida Building Code Online Page 1 of 3
I
I
Florida ;epartnu." BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff ; BCIS Site Map ; Links ; Search
Busines�� '
Professiala z� Product Approval
USER:Public User
REgt#latlan
Product Aooroval Menu>Product or Aoolication Search>A lication List> tun Detail
FL# FL1844-R2
Application Type R
Code Version 2014
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 s.
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens 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 GCation
Subcategory lid
Compliance Method Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
I Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
ASTM E-1996 2012
ASTM E-283 2004
ASTM E-330 2002
Equivalence of Product Standards
Certified By
I
I
I
I
http://W ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W 7... 4/14/2016
Florida Building Code Online Page 2 of 3
J% I
Product Approval Method Method 1 Option A
Date Submitted 11/17/2015
Date Validated 11/18/2015
Date Pending FBC Approval
Date Approved 11/19/2015
Summary of Products
FL# Model,Number or Name Description
1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLi844 R21 C CAC Certifications 210.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/10/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FLl&44 R21 I1 HR-210.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FLi844_ R21 AE HR-210 Evaluation.pdf
Created by Independent Third Party: No
1844.2 HR-410 Vinyl Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC Certifications 410.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/17/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FLi844 R21 II HR-410.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1.844 R21 AE HR-410 EvaluaWn.pdf
Created by Independent Third Party: No
1844.3 HR-510 WinGuard Vinyl Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC HR-510 Certification cc.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/02/2016
Design Pressure: N/A Installation Instructions
Other:Please see the Installation Instructions for design FLi844 R21 II HR-510,odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-510 Evaluation.pdf
Created by Independent Third Party: No
1844.4 HR-2710 Premiere Vinyl Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FI-1844 R21 C CAC FIR-2710 Certifications e.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/18/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1844 R21 II HR-2710.1)df
pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FLi844 R21 AE HR-2710 Evaluation.odf
Created by Independent Third Party: No
1844.5 HR-2810 Premiere Vinyl Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No LL R21 C CAC HR-2810 Certilicaj.igi s d.r)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/18/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FLi844 R21 I1 HR-281.0.ndf
pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FLi844 R21 AE HR-2810 Evaluation.pdf
Created by Independent Third Party: No
1844.6 HR-5410 EnergyVue Vinyl Horizontal Roller
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsGsvRHsb6 W7... 4/14/2016
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC Certification 5410 HR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/11/2018
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R21 II HR-5410.pdf
pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-5410 Evaluation.pcif
Created by Independent Third Party: No
1844.7 HR-5510 WinGuard Vinyl Horizontal Roller
Li ' s of Use Certification Agency Certificate
.proved for use in HVHZ:No FL1844 R21 C CAC Certification 5510 HR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/11/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1844 R21 II HR-5510.)d
pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-5510 EyalUatlOn.Odf
Created by Independent Third Party: No
i3ack Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
® cCIgY
zrcurit?.ttyitl s
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W7... 4/14/2016
2 ANCHORS @ 8•MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS.
4 ANCHORS @ 4-MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63'.
19'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS-63"OR"LESS. MAX.-BUCK WIDTH SEE TABLE-1 � - ---- --
14•MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63". 18�, 8•
MAX.BUCK WIDTH MAX.O.C. { MAX.
B.SEE SEE TABLE 1 4
MAX.BUCK WIDTH SEE TABLE 1 B,SEE I 12.53 O.C.
SHEET 3 MAX.O.C.
SHEET 3 D,SEE SHEET 4
a•
-- ----- r MAX.
1 O.C. MAXX..
_ 15.
---111 }
T T
MAX.BUCK MAX.BUCK
HEIGHT SEE / / MAX.BUCK HEIGHT SEE
/ /
TABLE 1 HEIGHT SEE TABLE 1
_ — TABLE 1 — —
A.SEE A i C.SEE, C A,SEE A
SHEET X Q SHEET SHEET
3 — _ I 4' X O
- 8'MAX. --�} �— B ' MAX.7 —�{ 4• D 8" B -
B'MAX. MAX.O.C. 2-7/8'MAX. �— 8"MAX.
12-3/4"MAX.O.C. —�+ t
NATION FOR TYP.EQUAL LEG/BO ELEVATION FOR TYP.EQUAL LEG/BOX
&FLANGE FRAME, LEVATION FOR TYP.FIN OR J-CHANNEL FRAME, &FLANGE FRAME XOX CONFIGURATION
XO CONFIGURATION,OX SIMILAR XO CONFIGURATION,OX&XOX SIMILAR MAX.SASH WIDTH=30.36'
AX.FIXED LITE(BUCK WIDTH-(2 X SASH WIDTH))=59.28'
TABLE 1:
Window Buck Size Reinf. Design Pressure Glass Certification
GENERAL NOTES:SERIES 5510 IMPACT RESISTANT, Width Neight Configuration Level (+)psf (•)par Types (CAR)Number r
VINYL HORIZONTAL ROLLER 75" 63" bJ/OX R3 50.0 50.0 5-8 190.292,1048 I
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 75" 63" XD/OX R4 50.0 60.0 5 190-290,1074
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
75" W. wO/OX R4 65.0 70.0 5-8 190-291,1047
2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 75" 72" }QJ/OX R4 50.0 500 5.8 190-289,1046
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS . '
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X 120" 63" XDX(1/4-1/2-1/4)
ARE 1-112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL R3 45.0 45.0 5 190-297,1053 j
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 92' 63" MX(1/3-1/3-1/3) ,
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 120" 63" XOX(1/4-1/2-1/4)
ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). R3 50.0 50.0 5-8 190-298,1054
92' 83" XDX(1/3-1/3-1/3) t
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 1217, MSX(1/41/2-1/4) '
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. R4 65.0 65.0 7 190.295,1051
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 92' 63" mX(1/3-1/3-1/3)
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 120• 63" XOX(1/4-1/2-1/4
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE ) R4 65.0 70.0 7&8 190-296,1052
OF THESE INSTRUCTIONS. 92" 63' XDX(1/3-1/3-1/3)
4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE SEE SHEET 2 FOR GLASS TYPES
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY
THE WINDOW. VINYL HR WINDOW FPA(IMP:RESIST.) 0 12/13/14
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST GENERAL NOTES&ELEVATIONS 2, J ROSOWSKI - 6,•,(°�,V :?J
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE ® ^d },•;J': .:��
DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED ' o
FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME CERT.OF AUTH.029298
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1070 TECHNOLOGY DRIVE
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE. N.VENICE,FL 34275 _ v 3 0 A.LYNN MILLER,P.E.
(941)-480-1600 HR-5510 ° NTS y 1 OF4 Qz FPA-5510.0 nz P.E.058705
'1r
i
(
i
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN j
- - Anchor Substrata
-Min.-Edge- Min.— Anchor _Substrate
Anchor
Min.Fuge Min.
Distance Embedment Distance Embedment
#10 SMS P.T.Sauthem Pine(SG=0.55) 7/16" 1316" 2-112'x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16' 2-7/16"
(steel,183 S.S. Steel,A36 3/8" 0.05(y" Max.OP of 50.0
or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2"x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
Max.DP of 50.0 Aluminum,6063-T5 3/8" 0.0713" 14 Ga. 2-112"x.145"Roofing Nail R.T.Southern Pine(SG=.55) 9/16" 2-7/16"
I
#12 SMS P.T.Southem Pine(SG=0.55) 9116" 13/8" P.T.Southern Pine(SG=.55) 314' 13/8" C
Steel,A36 318" 0.050" #10 SMS Aluminum,6063-T5 318" 0.0713"(14 Ga.) j
(steel,18-8 S.S. Steel Stud,A653 Gr.33 318" 0.0346"(20 Ga.) (steel,16-8 S.S.
or 410 S.S.) or 410 S. Steel Stud,Gr.33 318" 0.0346"(20 Ga.)
Aluminum,608315 3/8" 0.0713" 14 Ga. S.) Steel,A36 3!8" 0.050" i
3/16"Ultracon P.T.Southem Pine(SG--0.55) 7/16" 13/8 j
(steel) Concrete(min.2.85 ksi) 1" 13/8 j
Max.DP of 50.0 Lingrouted CMU,(ASTM C30) 2-112" 1-1/4" ANCHOR NOTES: 1
P.T.Southern Pine(SG=0.55) 1" 13/8" Ilf II^d�(I
1/4"Uitracon Concrete(min.2.85 ksi) V 1)"UNGROUTED CMU'VALUES MAY
1314"
(steel) Ungmuted CMU,(ASTM C.90) 2-1/2" 1-1/4" APPLICATIONS.BE USED FOR ROUTED CMU TABLE 4:REINFORCEMENT TYPES REINFORCENT TYPE B
Concrete min.2.85 ksi) 2-1/2" 1314" Reinforcement
P.T.Southern Pine(SG 0.55) 1. 1318" 2)2)PANHEAD,FLATHEAD OR Vent Meeting
HEXHEAD ARE ACCEPTABLE. Level
1/4"Crete-Flex Concrete(min.3.35 ksi) 1" 13/4" (4sides) Rail
(410 S.S.) Ungtouted CMU,(ASTM C-90) 2-1/2" MI-13)ANCHOR LENGTH TO BE SO THAT R3 B EConcrete min.3.35 ksi 2-1/2" A MIN.OF 3 THREADS EXTENDConcrete(mm.3.275 ksi) 1-1/2" BEYOND THE METAL SUBSTRATE. R4 C F1/4"Aggre-Gator P T.Southern Pine(SG=0.55) 1" REINFORCENT TYPE C
(183S.S.) Un uted CMU, ASTM C30 2"
—+{ 718'NOW —►{ 718'NOM. 7/8'NOM. 718 NOM. �+—
I REINFORCENT TYPE E
i
I I
5116"A/A PVB 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB
7/16"AIR SPACE 7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACErta
1/8"ANNEALED 118"TEMPERED 3116"ANNEALED \ 3116'TEMPERED i
GLASS GLASS GLASS ► GLASS--\
DURASEAL, DURASEAL, • DURASEAL, DURASEAL, REINFORCENT TYPE F
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER__
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
—LE
XL EDGE XL EDGE XL EDGE XL EDGE i
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
GE-7700 OR - -
DOW-791 PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA INC.)
SILICONE -.• -
O
112*NOM.GLASS ) 12/13/14
` VINYL HR WINDOW FPA(IMP.-RESIST. o°
EXTERIOR BITE TYP. o GLASS/ANCHOR OPTIONS o J ROSOWSKI -• 6 (D IS i
CERT.OF AUTH.#29296 '� rc� ::(/- •_�
> i
1070 TECHNOLOGY DRIVE �vo ;
TYP.GLAZING DETAIL N.VENICE,FL 34275 a
(941)-480-1600 d HR-5510 y NTS 2 OF 4 o z° FPA-5510.0 a i LYNN MILLER,P.E.
P.E.#58705
EDGE DISTANCE -- ---—
UBIS>
EMBEDMENT I
SASH WIDTH SHOWN
FLANGE ��--.. INSTALLATION I INSTALLED
FRAME - � -�� THROUGH THE I THROUGHIX -- EMBEDMENT
SHOWN FRAME,INTO I! BUCK IP
c Ulm) METAL
❑� OPERABLE I EDGE
SASH DISTANCE
q0 Jaw
U 0 I I J FIXED
LITE
� Y
FIXED ' __ `I I
LITE
oGL� SNB
EXTERIOR
FLANGE EQUAL
FRAME I LEG
SHOWNI -- -�FRAME
BUCK i I�-- — WIDTH SHOWN
HEIGHT
EXTERIOR / HORIZONTAL SECTION A-A XO
(OX 8 XOX SIMILAR)
OPERABLE
\ SASH
I
. ; ( INSTALLATION NOTES:
1)SEE SHEET I FOR SPACING REQUIREMENTS. -
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
G SUBSTRATE REQUIREMENTS.
LJi 3)MAX.SHIM THICKNESS TO BE 114'. _
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES i
ONLY AND MAY DIFFER TO MEET DESIGN
L J - SHOWN REQUIREMENTS.
INSTALLED 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
i OTHER FRAME TYPES.
DIRECTLY TO ;
SUBSTRATE
EQUALLEG / / ,�; ;.... . j
FRAME / / .G-• `'�
SHOWN EMBEDMENT
Su VINYL HR WINDOW FPA(IMP.-RESIST.) 12/13/14 7 _
- EDGE DISTANCE J ROSOWSKI 6
o FLANGE 8EQUAL-LEG/BOX FRAMES �� _
VERTICAL SECTION B-B
--- ----- CERT.OF AUTH.
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 » _ - A.LYNN MILLER,P.E.
(941)-480-1600 HR-5510 NTS 3 OF 4 ;o FPA-5510.0 129p,E.#58705 I
�"- EMBEDMENT
EDGE
J-CHANNEL DISTANCE
FRAME SHOWN
_` ------- SASH WIDTH ,
—7 --� EDGE DISTANCE
1 � I OPERABLE I �
�❑ I �� o SASH
INSTALLATION
THROUGH THE - )� INTEGRAL FIN, �j C J( I I EMBEDMENT
0 INTO METAL
FIXED
LITE II^�'�`I—• I I
FIXED /, v�,
LITE
L IINTQGRAL
1 J-CHANNEFRAME �J J
o o �� _JC FIN i
SHOWN O7._—. EXTERIOR �—'� FRAME
j � I SHOWN
BUCK — BUCK WIDTH --
HEIGHT EXTERIOR
OPERABLE HORIZONTAL SECTION C-C XO
SASH (OX&XOX SIMILAR)
I
OINSTALLATION NOTES:
fi I1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
I SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1/4.
—JJJ FIXED 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
ONLY AND MAY DIFFER TO MEET DESIGN
r '—7 LITE REQUIREMENTS.
i I
__j
�J 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
i OTHER FRAME TYPES.
FIN
FRAME �
SHOWN
r-- _ EXTERIOR
INTEGRAL - - INSTALLATION THROUGH
FIN �— }r THE FRAME,INTO METAL `�`� •1`i �. `•
FRAME ��,EDGE DISTANCE (JAMB SHOWN,HEAD&
SHOWN \ /-.
j---- --t- SILL SIMILAR) ��.�
—� EMBEDMENT w` -
VINYL HR WINDOW FPA(IMP.-RESIST.) 0 12/13/14 = •O "''" R
VERTICAL SECTION D-D G7. o J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI"2
CERT.OF AUTH.1!29286
1070 TECHNOLOGY DRIVE -
N.VENICE,FL 34275 HR-5510III NTS t 4 OF 4 o FPA-5510.0 c°= A LYP.E.d 58705 NN MILLER,P E
(941)-480-16000i