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a L FL# ! FL8228-R7 =
Application Type Affirmation
Code Version 2014
Application Status A ro
Comments
Archived i:...l
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800)663-3667
sschrelber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category jExterior Doors
Subcategory ging D=oors Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
0I 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 OYes O No O N/A
Product Approval Method Method 1 Option A
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summary of Products
Model,Number or Name Description
8228.1' Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.0l.odf
Approved for u 1 Yes Quality Assurance Contract Expiration Date
Impact Resi n�Yes 12/31/2020
Design Pre reInstallation Instructions
Other:Evaluatadhering to the Florida FL8228 R7 II FL0160Dx.odf
Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
does not exceed the design pressures listed.3'-0"x 6'-8" Evaluation Reports
max nominal size.Hurricane protective system required in FL8228 R7 AE 504A.odf
HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes
See DWG-MA-FLO160-07 for additional information.
8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+70.0/-70.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.odf
Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
does not exceed the design pressures listed.3'-0"x 8'-0" Evaluation Reports
max nominal size.Hurricane protective system required in FL8228 R7 AE 503A.odf
HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes
See DWG-MA-FLO161-07 for additional information.
8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.odf
Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
does not exceed the design pressures listed.12'-0"x 6'-8" Evaluation Reports
max nominal size.Hurricane protective system required in FL8228 R7 AE 502A.odf
HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes
See DWG-MA-FLO160-07 for additional information.
8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.odf
Building Code including the High Velocity Hurricane Zone, Verified,By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
does not exceed the design pressures listed. 12'-0"x 6'-8" Evaluation Reports
max nominal size.Hurricane protective system required in FL8228 R7 AE 502A.odf
HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes
See DWG-MA-FLO160-07 for additional information.
8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certfficate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.r)df
Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
� !49•MAX, OVERALL FRAME WIDIH cc a
Q" C?14�2 �C�y 8 o
21' MAX 36.375" MAX. Q Ld
SIDE-HINGED FIBERGLASS DOOR UNIT D.L.O. PANEL WIQTIi 37.5" MAX. Q
6'-8"DOUBLE DOOR WITH/WITHOUT SIDEUTES W/ASTRAGAL I SAME WIDTH
1. EVALUATEDFLORIDAFOR USE IN ODE AND ADHERING TO ^' --'-'-^"""--'-'-- ® ® ® ® a Q
THE FLIilBUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE.7, MINIMUM CL U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Z
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. U-)
V
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), Z 0)1.-
HURRICANE PROIECTIVE SYSTEM (SHUTTERS) IS REQUIRED, P t/7
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, °p
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), z p W^y
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON-IMPACT GLASS. n
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX Ot 60 PER ASTM £64. °
POLYSTYRENE CORE. FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM £84.
5. PLASTICS TESTING OF nBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM U 1929_•,„•752 'F > 650:
RATE OF BURNING ASTM D635 0.58 RIN MIN
SMOKE DENSITY _ ASTM 02843 5:i.4
TENSILE STRENGTH• ASTM D638 3.2% DIFF
7 G
6, PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT DOUBLE QOOR UNIT W/SIDEUTES
SELF IGNITION TEMP ASTM D1029 740'F> 650 'F a.
RATE. OF BURNING .OSTM-U6J5 _ 0.71 IN MIN AddBlldlrtl{pMA61{ -wI�Vel(123l Z2.r
SMOKE OENSl __ASTM 02843 fI1'L/l?�VI
TENSILE STRENGTH* I ASTM D638 -7,509 DIFFNII: NL
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING -
4500 HOURS XENON ARC METHOD 1 II�
7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13 !�
a.
Ip'6-p-�- X11 �pg...�_.._ _._..._ p-� - - �1}�I` IIID_O�❑ �
riLl ® � D0 130 ® U ® ® ® � 0 {I,,,U Ua n z
a� � o
BOD DD DD 00. .00 DD. 00 .00-
00
000 00 00 Do �10 00� _ 00 00
SINDLF QQQg„ SINGLE QQQ$ UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDEUTES QQjl$GE QQQR UNIT W/StQELl7E5
WITH SIDE'I.IIE WITH SIDELITE o U m a Z
WHERE A INFILTRATION PERFORMAN E IS DAM' 1/5/07
TABLE OF CONTENTS DESIGN PRESSURE RAT! REQUIRED 1'O BE 157 OF DESIGN PRESSURE
��. CONFl_ • MAX WIDI?I INSWING OUT'SWIi4G INSWI C OUTSWING OU WING'_ /j sm� N^T.S.
SHEET DESCRIPTION '-X' - 7. +85.0 -65.0 +•8 .0 -8�.0 + .0 -19.0 +TOLD -%O.0 +70.0 -70,0 fes"% DWG.BY, SWS
1 7YPICAL ELEVATIONS & GENERAL.NOTES..•.,•„•„-^,-,•,,,,,--,,,•-,,,•, - 9. -•19.0 •140.0 -40.0 +55.0 --
2 ANCHORINfz,-LOCATION,$• &DETAILS OX or XO +50.5 -S , +55.0 -5U.5 +_ ,0 _19.0 + - 0.0 +55,0 _-50. o"K•�`
3 ANCHORING L Ail0IJ5'&
TARS UX �1�1.,5""• + ___ +b.__ .-..._, _. +O: -1�i^ +4G.6•• "=4�.�� �+55.tl^ -5'd. KURT BALTHAZOR �'�c Igo•'
OXX t•19"-- +50.5 -50.5' +55.0 -50.5 +19. 19.0 +40.0 -40.0 + 5.0 -50.5 FLORIDA RE. DWG-MA-x1.0160-07
~- ' i91 Dm res old Design N56533
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6" '-6" Addertk7ll ID NIJN9 (� Y19 ,,-
SEE DETAcommmL y1�1
NO.:, 1.116 v G o -NZ I
Raul �z
BY 2 ,_V
#8 x 2- 1/2"
Ja
w
® ® ASTRAGAL RETAINER DOLT HOLEo " z
-
-'-' MUST BE DRILLED THROUGH �� �o O
#10 x 2" THE THRESHOLD & INTO TETE a.d
#8 x 2-1/2" _ STRUCTURE DEEP ENOUG14 �v-)#i0 x 5/8" DETAIL "E" ASTRAGAL FOR A 1.375" THROWg
ATTACH ASTRAGAL RETAINER BOLT
#8 x 2-112" '. #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL ^pro n
#10 x 5/8" AS SHOWN. o C,w
#10 x 3/4" �,aoils
0.124'ANNEALED OECORA71VE INSERT 0)--,
I
#10 X 2" 0.090'SAI.EX IDC (OPTIONAL) DOW 832»,� _0124'TEMP,
FRAME / DOOR 0.124'ANNEALED
•-_r `�� Sax 1-t/2'PHS
DETAIL
Iz
•IYPICAL I
.. Dow a3z !y+ :` DOW ase SCALE: N.T.S.
1 0.962"4 t 047' �:' �;• oow 832 •OWG.Dr:�S:4':> —
1.375"
11-�� 1.75"I Irr...rr-m,Jl ��.Au,..
C�llf�/L�—..� EXl'E819R 'U It1IE8lOS �@N� 11�kB19F wx.ert i
T T T�• --,
' OMNIND NO.:
jYPI1AI. GLAZING DETAIL TYPICAL GLAZING DETAl I
INSWIN" THR�SHQ�Q OUTSWING THRESHOLD IaIGH DAM O/S_;��ESj— H_ Oj,Q jMPAGT RATED1r4 NON-IMPACT GLASS Dwc-Nu-•ro1a,I••o�i
_ Y.._ -- __- OF �l
=HEFT�.oc_3
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} "D" SHT. 2 — r Lf)
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SEE DETAIL (:A)-- w
"C" SHT. 2 B
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SEE DETAIL
"F" SHT. 2 6°
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ATTAt�iM�IVT_,.,(�,)m.IA14 cn m t0 v�
1. ANCHOR ANALYS!, FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE x
(FLORIDA #62514) WITH THE LOWEST (LEAST) aF
FASTENER RATING FROM THE DIFFERENT FASTENERS a ��
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDEo �o N
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL ciao 0
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE-MIN 2-•5/8". J_A3lZV1!AB� J �I" __ __, ,- y z
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND _
FJ PINE ON CONTINUOUS HEAD AND SILL. UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG IAT 5-1/2" CENTERLINE. = o o
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 14' X 4" FULL MORTISE BUTT HINGES.
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C. .
..�. o- 7.
3. THE WOOD SCREW SINGI..E SHEAR DESIGN VALUES COME FROM 1.50"i— 1.2 '
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN !— MAX" MI "
OF 1-1/2." MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE _ SHIM SHIM Ad�dunbF�lAI o�ie—t/5 07
MINIMUM EMBEDMENT OF 1-1/4 -
CL--� �— CL—) �— I WWC0 *: Nioo& oL o.-YLi-fie scue: N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 1� BY << --- o++G sWs
TRANSFER LOADS TO STRUCTURE. ''� "
CNN.BY;
S. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. - DMON010•`
TYPICAL WOOD BUCK AL• MASONRY owc-MA-n0160-07ANCHOR INSTALLATION rANTCYHO�R INSTALLATION
r
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Product Approval Menu>Product or Application Search>Application List>Application Detail
P
FL# 1
`1-14065-
Application Type
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 ]ELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative ]ELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Fails,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/18/2016
Date Validated 05/20/2016
Date Pending FBC Approval
Date Approved 05/20/2016
Summary of Products
FL# Model,Number or Name Description
14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB
or SGP Lam-1/8 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567 04-R2 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2017
Design Pressure:+65/-70 Installation Instructions
Other:Laminated glazing interlayer material requirements FL14095 R7 II FL14095 R5 II DP65-
meet the current edition of the FBC in accordance with 70 36x72 Imoact Installation Instructions.pdf
Miami-Dade Notice of Acceptance for DuPont SentryGlas and FL14095 R7 II NI011567.04-R2 Dwas 02172016.odf
Miami-Dade Notice of Acceptance for DuPont PVB interlayers. Verified By: Hermes Norero,PE 73778
White ridged PVC exterior extrusion requirements meet the Created by Independent Third Party:Yes
current edition of the FBC in accordance with Miami-Dade Evaluation Reports
NOA.IG back bedded with Dow 995. FL14095 R7 AE PER3094.odf
Created by Independent Third Party:Yes
14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in-1/8
out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567.08-NI011567.09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2017
Design Pressure:+65/-70 Installation Instructions
Other:White ridged PVC exterior extrusion requirements FL14095 R7 II 36x72 DP65 70 Installation odf
meet the current edition of the FBC in accordance with FL14095 R7 II 36x72 DP65-
Miami-Dade NOA.IG back bedded with Dow 995. 70 Through Frame Wood Installation.PDF
Verified By: Hermes Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14095 R7 AE PER3092.0f
Created by Independent Third Party:Yes
14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in-
3/16 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567 06-NI011567 07 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2017
Design Pressure:+65/-70 Installation Instructions
Other:White ridged PVC exterior extrusion requirements FL14095 R7 II 52.125x7-9 DP65-70 Installation.odf
meet the current edition of the FBC in accordance with FL14095 R7 II 52.125x75 DP65-
Miami-Dade NOA.IG back bedded with Dow 995.Windows 70 Through Frame Wood Installation.PDF
with insulated glass wider than 36"require setting blocks. Verified By: Hermes Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14095 R7 AE PER3093.odf
- Created by Independent Third Party:Yes
14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in
PVB or SGP Lam-1/8 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HV s FL14095 R7 C CAC NI011567 02-Ri odf
Approved for u o e HV :Yes Quality Assurance Contract Expiration Date
Impact Resi rtt:Yes 04/30/2017
Design Press re:+50/-60 Installation Instructions
Other:Lamina d 1 interlayer material requirements 1`1_14095 R7 II FL14095 R5 II D1350-
meet the current edition of the FBC in accordance with 60 52.125x75 Impact Installation Instructions.odf
Miami-Dade Notice of Acceptance for DuPont SentryGlas and FL14095 R7 II NI011567.02-R1 Dwas 02172016.odf
Miami-Dade Notice of Acceptance for DuPont PVB interlayers. Verified By: Hermes Norero,PE 73778
White ridged PVC exterior extrusion requirements meet the Created by Independent Third Party:Yes
current edition of the FBC in accordance with Miami-Dade Evaluation Reports
NOA.IG back bedded with Dow 995.Windows with insulated FL14095 R7 AE PER3091.odf
glass wider than 36"require setting blocks. Created by Independent Third Party:Yes
14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in
SGP Lam-3/16 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567-NI011567.0l.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2017
Design Pressure:+65/-75 Installation Instructions
14.O.C.MAX. �+ MASONRY INSTALLATION
OA-MAX MM DISTANCE
iFllUI JAMB &51l i FOR EDGE.2112'
CORNERS
A OQMASONRY
Z BIACI �
d
.d I1/T MIN
16.61 O.C. '; JEE.MENT
YAX.IIIRU � .
.UNG i' ' 11/4•MIN.
EMBEDMENT
' I
V4'MAX1/4'MAX 1
SHIM SPACE' Q .3 SHIM SPACE
MIN.DISTANCE p V
21- FOR EDGE:21/2" d Q
tmm p
3mm 3mm I
i 1 6LA5 BITE
13.mm
i
MASONRY—1
I.
BLOCK t I
1 JAMB SECTION(TYP) f
I GLAZING DETAIL HORIZONTAL SECTION
1 i
FRAME SECTION(TYP)
VERTICAL SECTION
i
1/4'MAX
SHIM SPACE
FROM I ) V 1 v4'MiN
CORNERS i V EMBEDMENT PREMIUM ATLANTIC VINYL SH WINDOW
q s MASONRY i Max Frame I DP RATING IMPACT
WINDOW WIM(61 1l6-„ml----� ( B`M1 52 1/8 x 75 1 +50/-60 1 YES
TYPICAL ELEVATION WITH FASTENER SPACING FOR DISTANCE
TYPICAL LARGE MISSILE IMPACT
L........................................ ........... —---------------------------J L
FOR EDGE:21/2' i
Installation Notes: General Notes:
1. Seal flangefframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use 3/16"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
Building Code FBC)including HVHZ and the industry requirement for the stated conditions.
minimum of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For
concrete (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall l conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed.
4. Use structural or composite shims where required.
project of installation.
This schedule addresses only the fasteners required to anchor the � t;tt
window to achieve the rated design pressure up to the size limitations cif
noted. It is not intended as a guide to the installation process and does �� PROJECT ENGINEER: DATE:
3737 Lakeport Blvd
not address he sealing consideration that may arise in different wall `�� •.• F,A � 08/13/2014 JELDVENKlamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions O DRAWN BY: SCALE:
D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to T
.r .r CHECKED BY: TIRE:
www.jeld-wen.com/resources/installation. — * A 7k _ J. Kantola
.• -d''.. T„T
APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
DISCLAIMER: .: 73 �� W'This drawing and its contents are confidential and are not to be i P�RTP�o o:
reproduced or copied in whole or in art or used or disclosed to others U�U � g
p P P.2;
except
•x e
except as authorized by JELD-WEN Inc, sse to 985 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: 00 SHEET 2 OF 3
n NCTL210-3874- -FBC 1J
ro
8 E'
egulati
BCIS Home 1 Log In I User Registration ; Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map ( Links ? Search s
1�
rProduct Approval
USER:Public User
Product Approval Menu>Product or Aovlication Search>Application List>Appliration Detail
q -�•j FL# FL14090-R
Application Type
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 0
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/23/2015
require setting blocks.These windows do not meet small 65 LMI 74x54 Installation Instructions.Ddf
missile impact wind-borne requirements as required by Verified By: Hermes Norero,PE 73778
FBC,section 2411.3.3.7 when the exterior lite is annealed. Created by Independent Third Party:Yes
These windows meet small missile impact wind-borne Evaluation Reports
protection requirements as required by FBC,section FL14090 R6 AE PER3104.Ddf
2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes
NOAs:Quanex Building Products,Inc PVC(12-1017.02
and 13-0425.15),Dupont SentryGlas Interlayer(11-
0624
140911.6 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 PVB
Lam in-3/16 Annealed out)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14090 R6 C CAC NI011745.01.odf
Approved for u VHZ:Yes Quality Assurance Contract Expiration Date
Impact Res', nt:Yes 11/30/2017
Design Pre re:+50/-50 Installation Instructions
Other:Window a glass wider than 36" FL14090 R6 II DP50 74x62 LMI Installation Instructions.pd
require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778
missile impact wind-borne requirements as required by Created by Independent Third Party:Yes
FBC,section 2411.3.3.7 when the exterior lite is annealed. Evaluation Reports
These windows meet small missile impact wind-borne FL14090 R6 AE PER2692.Ddf
protection requirements as required by FBC,section Created by Independent Third Party:Yes
2411.3.3.7 when the exterior lite Is tempered.Miami-Dade
NOAs:Quanex Building Products,Inc PVC(12-1017.02
and 13-0425.15),Dupont PVB Interlayer(13-0129.27).
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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 H 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:
MIN.DISTANCE MASONRY INSTALLATION
FOR EDGE:21/2°
d d• MASONRY
' A BLOCK
10.76'D.C. &•MAX. 2
tiA1(.i11AYL Comm �
3N.1114
EMBEDMENT
-1l 1 11/4"M
EMBEDMENT
MAL TM 1/4•MAX 3 SHr MAX
SHIM SPACE
P77AML SHIM SPACE MIN.DISTANCE
FOR EDGE:21/2° V
Q
22
2.0 mm
5.0 mm 3.0 mm 2
GLASS SITE
13.0 mm
MASONRY
BLOCK t
DOW 995
6LAZIN60ETASl JAMB SECTION(TYP)
HORIZONTAL SECTION
FRAME SECTION(TYP)
VERTICAL SECTION
1 1/4°MAX
�T T SHIM SPACE
d a
j
Cyr 11/4"MIN.
TYPICAL ELEVATION WITMTH FASTENER SPACING 4 a EMBEDMENT Max Frame DP RATING IMPACT
31' MASONRY 74 x 62 +50/-50 YES
BLOCK
MIN.DISTANCE
FOR EDGE:21/2°
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the international Residential Code(IRC),the Florida
of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
(min.f =3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by
to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont/3 mm annealed.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind bome debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the t t t t t building code.
window to achieve the rated design pressure up to the size limitations 0� y 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does �� PROJECT ENGINEER: DATE:
not address the sealing consideration that may arise in different wall ��� Q" •.•''•�• F ���� -- 01/30/2014 3737 Lakeport Blvd
conditions. For the complete installation procedure,see the instructions Z. Z�� ••.�� r DRAWN BY: SCALE: JM"EN Klamath Falls,OR.97601
packaged with the window or go to 7 D.Vezo NTS Phone: (541)882-3451
�. CHECKED BY: TITLE:
www,jeld-wen.com/resources/installation. _ ; >Ar _ J. Kantola
o: = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: � P •: �� Masonry Installation(74"x 62")
This drawing and its contents are confidential and are not to be �� •. �� P RT P 0 E o
reproduced or copied in whole or in part or used or disclosed to others �i , � bGb� �
except as authorized b JELD-WEN Inc. Sea Z*( 996 1DENTIFIE'R No. PLANT NAME AND LOCATION: CAD DWG.No,: REV: SHEET
p y NCTL210-3894- -FBC 3 OF 4
Professional, ' - o
BCIS Home ( Log In 1 User Registration I Hot Topic ' Submit Surcharge I Stats&Facts ( Publications FSC Staff ! BQs site Map Links Search f
I�
r Product Approval
{i ,USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL11870-R4
Application Type ation
Code Version2 14
Application Status rove
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J.Amoruso,P.E.
Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 01/01/2018
Validated By Steven M.Urich,PE
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL11870 R4 COI C of 2263 RevO 413-
1003 JW StructuralMullion.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11870 R4 Eauiv EER 2263 RevO 413-
1003 JW StructuralMullion A.Ddf
Sections from the Code
JI 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 0Yes 0 N CSN/A
Product Approval Method Method i Option D
Date Submitted 06/17/2015
Date Validated 06/17/2015
Date Pending FBC Approval
Date Approved 06/27/2015
SummarV of Products
Model,Number or Name Description
:1870.:;E Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion
Lim
e Installation Instructions
Approved for use in HVHZ:Yes FL11870 R4 II JELD0108 RevO.odf
Approved foruHZ:Yes Verified By: Robert J.Amoruso,P.E.49752
Impact Resists t:Yes" Created by Independent Third Party:Yes
Design Pressur 75/-75 Evaluation Reports
Other: FL11870 R4 AE PER 2263 RevO 413-
1003 JW StructuralMuIlion A.odf
Created by Independent Third Party:Yes
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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
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:
Safe
JELD-WEN
CLIPPED ALUMINUM TUBE MULLION a
a
LARGEAAD SMALL MISSILE IMPACT RESISTANT- HWZ F_
MULLION SPAN VS.LOAD WIDTH TABLES-INSTALLATIONANCHORAGEDETAILS
IL
GENERAL NOTES: INSTALLATION NOTES:
1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 8
BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 2011202/203.AND ALUMINUM
DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4'TO CONCRETE AND 2'TO HOLLOW BLOCK.
2.NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3,WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD B.e.314'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1M". W O
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. U
s
4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR ASPECIFIC SITE.FOR SITE CONDITIONS S.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.56 OR GREATER gm z S
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, _
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. '77��..
5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME (j It O`� p
(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE 30. Z
w N
B.ALL EXTRUSIONS SHALL BE 8083-T8 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. Z M!2 m O o
B.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE 'S R
7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR _ F �R
LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR LU y F y
ZZ
B.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THEIIEVIATION. 05
OR HORRONTALLY ASAPPLKABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. M Y Q
9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. W Z1 y�y 8
10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS 0. A B
10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE'G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. 0� �
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, H. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W Del
FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE. 0 b g�
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: � E
TO BE USED WITH THESE MULLIONS. &
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1. TO CONCRETE BLOCK
1.1. 3f18"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1•MINIMUM EMBEDMENT AND 2•MINIMUM
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE.
1.2. ATTACHMENT MAYBE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. TO 2500 PSI MINIMUM CONCRETE
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. 311 8"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2'MINIMUM EMBEDMENT AND 2-1/4'
MINIMUM EDGE DISTANCE.
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED.
2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE.
3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE
3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-1/2"MINIMUM EMBEDMENT
AND 3/4'MINIMUM EDGE DISTANCE. Robert J.Anuwso,P.E.
4. TO 1/8'"THICK MINIMUM 8063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fry=22 KSI MINIMUM) Floxde P.E.No.40762
TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2'MINIMUM EDGE DISTANCE. - ............ ---••--_........_.._..._..............__�
SHEET SHEET DESCRIPTION
1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE
2 ELEVATION ft
"'T 2 (1{p a0. - i ! '
%a
3 COMPONENTS •, s4
4 C-CLIP AND T-CLIP INSTALLATION DE
TAILS ���
5 'GOAL-POST'CLIP INSTALLATION DETAILS ! P✓rt�S`��O({\O0���� .
6&7 MULLION SPAN VS.LOAD WIDTH TABLES
�►.rrrnut►
L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C)PROVIDED
IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE
GEOMETRIC �
SHAPES /i \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS
INCLUDED FENESON
PRODUCTPER SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. ch
SEPARATE APPROVAL \\ W 1 4
4 5 MULLION 4 5 ~
A. W
MULLION
OR
SUBSTRATE n
a
3 4
4 4 4 5
-7
FENESTRATION PRODUCT PER FENESTRATION
SEPARATE APPROVAL PRODUCT PER [FENE4TRATION
&
SEPARATE
MULLION MULLION--,,, 4 2 MULLION 5 2
W 1 APPROVAL
.B. .C. I 6 'A'
MULLION ON
FENESTRATION FENESTRATION FENESTRATION H .A. RpL2 PRODUCTPER PRODUCTPER PRODUCTPER W2 L1 SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER SAPPROVAL APPROVAL APPROVAL SEPARATEAPPROVAL rn a SW2z
�rn0 ui
Z
cip �N O I
I Z aF0 to w Q s Z
I--W3--f--W4 W5�--- I- L 1--�I I--W 1--I--W2 I m E
w �: -
NOTES: NOTES: NOTES: 5 Z oil
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY Y
UNLIMITED PROVIDED THAT MULLION LIMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT M
EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT
EXCEEDED, a ggg
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL
SEPARATE APPROVAL BE PER SEPARATE APPROVAL 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U
MULLIONS SHALL BE PER SEPARATE APPROVAL.
SCHEDULES. (f aD
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM � n
DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL 13E �
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
4.1. MULLION'A" DETERMINED AS FOLLOWS:
4.1.1. MULLION SPAN=L1 4.1. MULUON'A'
4.f.2. TRIBUTARY WIDTH=(WI-W2)2 4.1.1. MULLION SPAN=L7 4.1. MULLION*A7
4.2. MULLION'B' 4.1.2. TRIBUTARY WIDTH-(Wt•W2y2 4.1.1. MULLION SPAN=L1
4.2.1. MULLION SPAN=L2 4.12. TRIBUTARY WIDTH=(WI+W2y2
4.2.2. TRIBUTARY WIDTH=(W3 F W4)2
4.3. MULLION'C _
4.3.1. L3
MULLION SPAN=
4.32. TRIBUTARY WIDTH=(W4♦W5)2
FENESTRATION PRODUCTS FE ESTRATION PRODUCTS
2 MULLED VERTICALLY 3 M LLED HORIZONTALLY RoW J.Amoroso,P.E.
MULLED FENESTRATION Florlds P.E.No.48752
PRODUCTS WITH TRANSOM
EXTERIOR ELEVATION SHOWN RERIORELEVATIONSHOWN
EMES
1 EXTERIOR ELEVATION SHOWN
•`f'r+'S..
i :fj r 7E F r S
.f�t111111�11�
4.388" 3
0.125" S
P th
0.726" 0.726" v
m
0.476".125 -{H}-0.476"0.125" III II II 0.125"
W
1.000" 2.110" 0.125' 2.110" 0.125" a
1.000" 2.311"" 1 4
1.375"
5.50
0.312" 0.375" 3.000"
3.000" 0.125" - o o o C
0.438" FOR USE 0.438" FOR USE
ANCHOR LOCATION,0.750" 0 N WITH 1°X 4" o WITH 1°X 4" 3
TYPICAL fO MULLION MULLION
1"X 3"MULLION 'GOAL-POST'CLIP N M M j Z
1 6063-T6 ALUM. 3 6063-76 ALUM. o Z-, 3 to p I
loc Z
I- -�-1.000" 1.950" ANCHOR LOCATION, ANCHOR LOCATION, Z F W z
I I 0.975" TYPIC TYPICALc�liQ m R
ANCHOR LOGICALZI 29" 5.500" j f pCATION,
3.000"
0.125" LE
0.110" 0 0 o n Y d
4.000" I o FOR USE FOR USE o t
-+ 4.340" n 0.438" ° 0.438" "� WITH 1"X 3" a
0.970" �! n c WITH 1'X3°
ni MULLION c4 MULLION
o U
d
2 1"X 4"MULLION 4- ��LOCATION, �CHCALL LOCATION, `
6063-T6 ALUM.
1.685"
29"
'GOAL-POST'CLIP PLATE ( T-'LIP �IP
4 6063-T6 ALUM. 6 3-T6 ALUM. 6063 T6 ALUM.
Robe"J.Ammo,P.E.
Florida P.E.No.48762
"out III fie
w 4 M0 49762 ` -s
V.
I"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS o a
#10 SMS OR SDS WITH FULL THREAD
;PENETRATION
FULL THREAD PENETRATION INTO
INTO MULLION
ON w
4 $
a
1" 1"
LJ � g�
#10 FLATHEAD I— 2 —I 2'
#10 FLATHEAD #10 FLATHEAD
SDS,(4)PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP f 3^ '
3 z
1"x3"or1"x 3o0" 9 °z
4"MULLION 1"x 3" 1"x 4" z"'02
MULLION MULLION my o '
TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT CL pm PER
1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP (I)MULLION INTERSECTION WIC-CLIP ~4�
2:3 y
\_4,1 VERTICAL SECTION 4 SIDE ELEVATION ¢ SIDE ELEVATION g`2:3
co d�S
m wa 1
SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a
oil
EGE EDGE EDGE ANCHORS PER
DIST. DIST. DIST. 4 /DIST. DIST. DIST. SCHEDULE,(4)PER
CLIP
MEED. EMBED. EMBED.
TFBI
1„
ANCHORS PER ANCHORS PER O 1 Y2
SCHEDULE,(4) SCHEDULE,(4) Robenl Am mo,P.E.
PER CLIP PER CLIP 2" +I 2" Fb de P.E.No.49752
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD
SDS, 4 PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP i �ptlp�rlrrNr
O �`� 1PtdIE$ �a%
wp
I •' 'a No 49762
1"x3"or1"x *_
4"MULLION 1"x 3" 1"x 4"
(� �
MULLION
MULLION T TE p Ww
TYPICAL ATTACHMENT 1 X 3"MULLION 1"X 4"MULLION "•r,'t`fi,:'"<0 1o�p �2W-*.
4 ITH T-CLIP 6 A ACHMENT WITH T-- Ip 6 ATTACHMENT WITH T-CLIP ��r`'3 R •`
4 ERTICAL SECTION 4 S E ELEVATION 4 SIDE ELEVATION
DESIGN SCHEDULE: VxY MULLION WITH 'GOAL-POST' CLIP a a
i MULLION TRIBUTARY WIDTH v
SPAN 18" 2P 24" 27" 30" 1 33" 38" 1 39" 42' 1 46" 48" 53"
106" 27.6 23.8 20.6 18,3 10.6 164 13.8 12.7 11.8 11,0 10.3 v
100" 32.0 28,1 24.6 21.8 10.7 17,0 16A 16,1 14.0 13.1 -12.3 •11.1
980 3110 31.7 27.8 24.7 22.2 20.2 16.6 17.1 18.9 14A 13.9 12A DESIGN SCHEDULE NOTES: a
90" 44.0 38.6 337 30,0 27.0 ?A.6 226 20,7 19.3 1&0 %9 16,3
i 08" 51.6 44.1 39.6 34.3 304 28.1 25.6 23.6 22.1 20.6 19.3 47.5 1. DESIGN SCHEDULES PROVIDE MAIUMUM ALLOWABLE
84" 66.3 47A 41.6 36.6 332 30.1 27.6 r 26.6 237 22.1 20.7 18,6 POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
i 80" 64.0 04.8 - 4&0 42.7_ 30A 34.0 32.0 28,6 27.4 25.8 24.0 21,7 FOOT(PSF).
i 76" 604 1 66.8 49.6 440 308 380 33.0 30.6' 1 28.3 1 28A 24.8 1 224
78" 074 6&1 80 8 462 40 7 87.0 339 91.3 29.0 27.1 264 2$Q 2- FOR DETERMINATION OF MULLION SPANS AND Y F
s 1_111 6 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. ..
72" 71.5 01.3 63.747.7 42.9 $9.0 36.8 33.0 30.7 28A 20.8 24.3
08" 760 66.0 604 _ 624 T 46A 426 39.0 3&Q 33A 31.2 29.3 26.6 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE ��G1 10
70.0 73A 64.4 57.2 51.6 48.8 42.9 39.0 30.8 34.3 32,2 29,2 OF CLIP PER MULLION,USE THE LESSER ALLOWABLE �
DESIGN PRESSURE. �8
"84"80L 700 76.0 71.6 63.0 67.2 62.0 47.7 44.0 40A 38.2 36.6 32.4 �"�3 � L
600" 76.0 76.0 70.0 67.0 61.1 65.5 009 47,0 43.6 40 T 382 34A 4. 'GOAL-POST CLIP MAY NOT BE USED FOR
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK 4 x w
_48" 76.0 76.0 76.0 71.6 64.4 68.6 63.7 49.6 46.0 42,0 402 38.4m o e
(CMU). '>
i - 42 -- 70A 76.0 TS.fl 76.0 73,8 66.9 84.3 _ 8&6 61"s 4&4 48.0 1 41.8 o
38.4" 76.0 78.0 76.0 76.0 76.0 73.2 07,1 61.0 _ 67.6 53,7 60.3 46,8 s. ®DENOTES CONDITIONS NOT ACCEPTABLE z m
FOR USE. r-� w O E
i 36" 780 76.0 76A 78.0 75.0 754 71.6 66.0 `81.5 Fl .67.2 JOHA
.7 48.6 m_3 i s
30" 76.0 76A 76.0 7610 7" 76.0 76.0 76A 738 68.7 68.3 2 u-
24" 76.0 75.0 76.0 76.0 76.0 76,0 70,0 76.0 78.0 76.0 .0 72.0
11.11 .
PSga� a�
DESIGN SCHEDULE: VxY MULLION WITH 'T•-CLIP'•OR 'C-CLIP' &� , 1
10
MULLION TRIBUTARYWIDTH ` gee
SPAN 16" 21" 24" 27" 30" 33" 38 39 42" 46" 40a 6W 6
406" 27A 23.8 204 18.3 18.6 160 fly 12.7 11.6 11410.3
100" 326 26.1 24.6 21.9 10.7 1110 16A 1&1 14.0 13.1 _ 12.3 11.1
90" 37.0 3111 27.6 24.7 22.2 20.2 10.6_ 1711 16A 14.8 139 12A
00" 449 38.5 33.7 3010 27.0 2416 22.6 20.7 10.3 1&0 18.9 16.3
88 61.6 44.1 30.6ry 34.3 3D9 28.1 26.6 23.8 221 20.6 19.3 17.8
-._ ____....._.w_1111.
84" 65.3 474 ai 6 38,633.2 30.1 27.8 2&6 2311 221 20.7 1&8
80" 840 64.8 40.0. 42.7 -38A - 34,0 32.0 29.6 274 26.0 24.0 21.7
78' 69.0 69.2 61.8 46.0 41A 37.7 34.6 31.0 290 274 26.0 23A
76" 74.6 644 66.0 40.7 44.6 40.7 37.3 34A 34,0 2&8 28.0 26.3 RabM J.Amomo.RE
77' 78.0 75.0 66.8 68.5 62.747.9 43.0 40.5 37.8 35.1 32,0 28.8 RoMa P.E.Na.48752
1.111•_1111.._ ._--
X0 760 76.0 76.0 68.4 62,1 374, 62.6 400 46.0 42.7 3&7 - _ -
�" 76,0 760 76.0 780 T6 0 76.0 7G0 70.0 884 60,7 6&9 61.6 r���
700 76.0 76.0 70.0 76.0 76.0 76.0 i6A 72.6 80.1 81.7 ��
r
60.0' 78.0 764 76A 760 764 760 760 760 764 76.0 _ 72.7 6&8 1?O.•' 10' �':.G
48' 764 76.0 760 78',0 764 764 760 76.0 70.0 76.0 76.0 60.4
42° 76.^0 75.0 75.0 76.0 76.0 764 764 W76A 70.0 76.0 760 76.0
30.4' 76,0 76.0 76.0 760 76.0 76.0 76.0 76.0 76.0 76.0 76,0 _78.0 pT TE {
38" 76.0 760 76A 760 76.0 T6.0 760 75.0 764 78.0 764 78.Q "p er
w................•�.__.._._.
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