HomeMy WebLinkAboutRevisions OFFICE USE ONLY: �� i1e. Copy
2p
DATE FILED:
8/16/21 St Luc Co U RMIT#
e 2005-0359
N . mv
REVISION FEE: �'�/��1RY'ECEIPT# 1 lL9,216 [ �G�
PLANNING &DEVELOPMENT SERVICES �gCENE�
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652 St.Lucie County
(772)462-1553 Permitting
APPLICATION FOR BUILDING PERMIT REfj1 VISION
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
2844 Harson Way Fort Pierce FL
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Product approval change(Windows Jeld-wen FL11 20-Door Jeld-wen FLFL16468
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CGC1515114 ST. LUCIE CO CERT. #: 25599
BUSINESS NAME: Sunrise CHDO Inc
QUALIFIERS NAME: Roderick Waller
ADDRESS: 130 S Indian River Drive Suite 202
CITY: Fort Pierce STATE: FL ZIP: 34947
PHONE(DAYTIME): 772-201-2850 FAX: 772-907-0420
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9123109
Revised 06130/17
a� ar �n v
9/1/202�r+ Florida Building Code Online "v( '✓
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BCIS Home { Login User Registration ( Hot Topics Submit Surcharge Stats&Facts $ Publications ' Contact Us i BC e Map f Links { Search
b
a SEP 02 2021
" Aga Product Approval
.,,,1-' -.1 USER:Public User
St,ujaio county
PElf litting
Product Approval Menu>Product or Application Search>Application List>Application Detail
File -'RE
" g�t�-.F FL# FL14569-R11 �,_��[. � p�
. Application Type Revision
Code Version 2020
Application Status Approved REVIEWED FOR
thepPOC and/or ttheRCompmi @fit a �ar®� ���
CE
Comments ST. LUCIE COUNTY
Archived (= WBOCC /1421
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Te'Gbnical 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 Exterior Doors
Subcategory Swinging Exterior Door 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
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14569 Rll Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-16.pdf
Product Approval Method Method 1 Option A
https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWlXNZVVfxfODTzy2xAndfgt8EPFOQ%3d%3d 1/3
9/1/2021 Florida Building Code Online
Date Submitted 09/29/2020
Date Validated 10/01/2020
Date Pending FBC Approval
Date Approved 10/08/2020
Summary of Products
FL# Model,Number or Name Description
14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC NIO06255-R9.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2027
Design Pressure:+60/-60 Installation Instructions
Other:Product must be installed per manufacturer FL14569 R11 II JW0509-03 CONTOUR SWE OS DOOR FULL
instructions as stated on drawing 3WO509-03 LITE SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14569 R11 AE PER6785 SS 2020-09-25.pdf
Created by Independent Third Party:Yes
14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC N1006255.02-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2027
Design Pressure:+60/-65 Installation Instructions
Other: FL14569 R11 II JW0509-04 CONTOUR SWE OS DOOR FULL
LITE SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14569 R11 AE PER6786 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC NI006254-R7.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2027
Design Pressure:+50/-50 Installation Instructions
Other: FL14569 R11 II 3WO509-01 CONTOUR SWE OS FULL LITE
SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6787 SS 2020-09-25.1df
Created by Independent Third Party: Yes
14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non-
Impact Rated Glazed Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
-p,,qCovyed for use in HVHZ:Yes FL14569 R11 C CAC NI012741-R1 NI012741.01-Rl.pdf
Approved-tor-oseroutsi:,.H'3fn&. es Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2028
Design Pressure: N/A Installation Instructions
Other: FL14569 R11 II 3W032012FL CONTOUR SWE DOOR SS
2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14569 R11 AE PER6788 SS 2020-09-25.pdf
Created by Independent Third Party:Yes
14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non-
Impact Rated Glazed Sidelites,8'-4"x 8'-0"
Use
Limits of Certification Agency Certificate
U g y
Approved for use in HVHZ:Yes FL14569 Rll C CAC NI012740-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2028
Design Pressure: +45/-45 Installation Instructions
Other: FL14569 R11 II D015858 SWE 8-4-Ox8-0 IS and OS W NI SL
FBC SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party:Yes
https:Hfloridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZVVWODTzy2xAndfgt8EPFOQ%3d%3d 2/3
9/1/2021,. Florida Building Code Online
y
Evaluation Reports
FL14569 R11 AE PER6789 SS 2020-09-25.pdf
Created by Independent Third Party:Yes
14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC NIO11082-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 R11 II D015000 (S-2104) CONTOUR SWE SS
2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R11 AE PER6790 SS 2020-09-25.pdf
Created by Independent Third Party:Yes
14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites,8'-11"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R11 C CAC NI011096-R3 NIO11096.01-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/31/2027
Design Pressure:N/A Installation Instructions
Other: FL14569 R11 II D015025 (5-2108) SWE 9-0 x 8-0 OS NI SL
SS 2020-09-25.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL14569 R11 AE PER6791 SS 2020-09-25.pdf
Created by Independent Third Party:Yes
Sack Newt
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 click here.
Product Approval Accepts:
Credit Card
Safe
hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWlXNZWfxfODTzy2xAndfgt8EPFOQ%3d%3d 3/3
4.
]ELD-WEN DOOR TABLE I
INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:O,X.00,XO or OK OXO,000,OXX or XXO,OXXO,000 W/BOXED SIDELITES
CONTOURS STEEL DOOR,WOOD EDGE SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND IMPACT/NOWIMPACT GLASS SIDELnTS 6
MAX.PANEL WIDTH-36' 6-8TALL SYSTEMS:
24 GA.OPAQUE DOOR&GLAZED SIDELITES (XX)(XXO)(OXXO) (X)(OXO)
UP TO 12'-0"X 6r-8" POSITIVE
OUTSWING/INSWING NEGATIVE +60 +65
GENERAL NOTES
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL ��NEGATNEPOSITIVE +60 +65
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC).PRODUCT HAS BEEN TESTED TO TAS 201-94.TAB 202.94 AND
TAB 203-94.PRODUCT ALSO MEETS'HIGH VELOCITY HURRICANE ZONE-(HVHZ)REQUIREMENTS. COMPONENT LIST
2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK MATERIA ITEM DESCRIPTION MATERIAL QTY.
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 1 NON-COMPRESSION SHIM(0.25-MAX.THK.) WOOD AS REQ.
2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7.DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ.
4•THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 5 3/16'ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
FOR IMPACT RATED DOORS.FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 6 #10 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6
DOCUMENT#Jlh06(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 7 #8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
JELD-WEN.COM/PRODUCTSUPPORT/DOCUMENTS/INSTALLI TION-INSTRUCT IONS
8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28
�FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 9 1"OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUIV 1
GLASS SIDELITES. 10 LOCK SERIES 400 STEEL 1
6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1, 37 1!2'MAX, 149'MAX.FRAME 11 DEADBOLT SERIES 780 STEEL 174'MAX.FRAME
SHEET 1. FRAME TYP. 12 1-OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY OD PVC 1
D.L.O. 13 #8 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
7.ALL FASTENERS IN WOOD SHALL SHT.#
BE COUNTERSUNK 3/16'DEEP.
14 FLAT LITE KIT ALUMINU 1
15 ADA THRESHOLD JALUMINUIV 1
EXAMPLE:
❑ J OVERHANG q
( I�I LENGTH 0 9 o P
o^W �C NOTE:PRODUCT HAS NOT BEEN RATED FOR I I 0 m �^, A N
m m u WATER INFILTRATION.IF AUTHORITY HAVING A n c
B.CORE DESIGN:DOOR CORE BY JELD-WEN. i e • o O
JURISDICTION REQUIRES THAT PRODUCT MEETS m
z u IIIIII��IIIIILVIIIII�JIIJIII• IIILII�.III7JIV1IIlI1L�JIIJIII THIS REQUIREMENT,PRODUCT SHALL BE USED aai
9.FACE SHEETS:24 GA(0.021-MIN)THICKNESS. u�i 3 d = _ WHEN INSTALLED AT LOCATION PROTECTED BY 'c LL N
GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD j z O w OVERHANG SUCH THAT OVERHANG(OH)RATIO= u p $ ••STRENGTH FY(AVE)=40300 PSI. Q - w OH LENGTH+OH HEIGHT IS z 1.0 W. M m E x
N ACTNE INACTN/E OVERHANG / M Q t LL
FIXED FIXED RATIO
IMPACT LITE NON-IMPACT LITE o,m
12-0 X 6-8 ELEVATION
SEE SHT.#2 SEE SHT.#2 0 0 w
DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) 0 o �z m
37 1/2'MAX.O.A. ❑W_ z
F�P•.I 75"MAX.FRAME F--75'MAX.FRAME �112 1/2"MAX,FRAME--I [-74'MAX.FRAME-( w❑y P
I I I I I ❑NZ
76
\\ �o �m
z� ,oTv. • •
�III�I U)nx
w
V�If N U)p 4 Z
ACT ACTNE AC ACTNE ACTNE aff
) / O a0 0 FU(ED FIXED FIFI%ED FUfED FIXED ` S Z Q F G Z
OPAQUE FULL LITE 6-0 X 6-8 ELEVATION 6-0 X 6.8 ELEVATION 9-0 X 6-8 ELEVATION = �f - 0 O v=
3-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) 7 7
SINGLE(X)&(0) v 1/20/2012
.S A -SHEET INDEX OF NONE
SHEET#I DESCRIPTION •T T� � c.er:G.LUBBECKE
1 GENERAL NOTES B.O.M.ELEVATIONS&ANCHOR LOCATIONS O
Z OUTSWING INSWING BOX MULLING DETAILS //�s - _ r�` '�� •' S.SAFFELL
3 OUTSWING VERTICAL AND MOR20NTAL SECTIONS IN WOOD / G \�
4 OUTSVING VERT.AND HORII.SECTIONS IN MASONRY CONCRETE Digitally signed by Hermes F Norero /// •N \\\, oxnwuw ra:
5 INSWING VERTICAL AND HORIZONrALSECTIONS 1N WOOD 1 02/22120 Reason:I am approving this document 39• � A�•�LLI�u1�1 3w 3W032012FL
6 INSWING VERT.AND HORIZ.SECTIONS IN MASONRY CONCRETE BATt.
7 N AND TNN ANCHORINGDA Date:2020.09.26 08:12:12+02'00' FrrE CERT.a Au11161ITAnI1N ND.207e snTEr 1 or ]
Y
APPLY DAP ALEX PLUS SILICONE
6-#8 X 2" - OR EQUIV.BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION'P.
20 1/4'MAX D.LO. 21'MAX.D.L.O.
Rs-
13
)
A2 � I \\
1 B2 B2
FIXED ACTIVE
d C2 C2
T_ � ��
Lj a C;
C; d
:z
\\
\� A m qry�
N
O m c
� o �.m
ODL IMPACT(ALLEN)FULL LITE ODL LIP-LITE NON-IMPACT e 3 LL
A ^ ns
3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN ■ E g
518'MIN. 1 T/8• INTERIOR
ODL REDISEAL GLASS BITE 1/8'TEMPERED w
FOAM GASKET ERIO12 SIDE GLASS W C
1/B'TEMPERED I BIDER 9 p Lou Z z
GLASS T T ' I W Z
I 1 _LL pp�nz o
V MAX 1 314' 1 3/4- 1•MAX O w z �
1 1 ly
0.509'AIR SPACE 3l4'AIRSPACE 0 o.66 j 0
(2)1/8'ANNEALED 112'MIN.GLASS p W O z
GLASS OOL REDISEAL 1 3/8' BITE w 0'? a
0.090 PVB FOAM GASKET F p
INTERLAYER DETAIL B2 CU-D SPACER '� I //////��� rn W X
a BY SOLUTIA ODL IMPACT GLAZING DETAIL ODL NOF��IAIm-m
�`R/� K=O 4 } p
MAX D.L.O:201/2'X 621/2' .��. '�/ p d b z
BOX SIDELITE MULL 1 2 MIN. S TIHTEaDn ,° N OJ f
GLASS BIT
MAX.4 UNITS �— tEXTERIOR
TEMPERED GLASS '�• - ? 7 ffe �'
EXAMPLE:OXXO,OXO,OX DOW905 y 0�1/20/2012
STRUCTURAL7 20I/2'MAzO.Lo.mOTn S A 'Z'NONE
SEpLgpIT62 5/M'MAR 0.L0.HEIGHT 7D �F
_L O" QL er.G.LUBBECKE
DETAIL A2 TEMPERED GLASS ��� O -IDP C1 . S.SAFFELL
(12)FASTENER LOCATIONS AT P E N
DOUBLE-BACK JAMB ATTACHMENT SEALANT EIVE ^A m JW032012FL
SHEET 2 O 7
1"MIN. 1"MIN. 4 1 2 1 MIN. 1"MIN. 4 1
)MINf
2 EXTERIOR
1 1/2'MIN. 1 1/2'MIN.E(;B. EM� 1 1/ 2
EM1/4' 1/4"MAX. 118" MAX.SHIM SHIM r - 1"MIN
1"MIN
SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE 97 INTERIOR EXTERIOR 1-� --I
ON SHEET 1 - ON SHEET 1 OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
SILL
OUTSWING OPERATING UNIT OUTSWING STA710NARY UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
HEADJAMB HEADJAMB
{..1/4'MAX
EMBED. I SHIM SEE NOTE#7
ON SHEET 1
1-MIN
8,
5 0 e c
` r o
INTERIOR O 8 ' 1'MIN. q Y
3X —� • oom
1'MIN. 1 1Y2'MIN.
B EMBED.
\ q m m
4X z n E o x
HINGED 1"MIN. 1" IN.
STATIONARY UNIT EXTERIOR 31 EO'D
HORIZONTAL CROSS SECTION (W.9~z C
/
OUTSWING SHOWN OUTSWING OPERATING UNIT l'VERTICAL CROSS SECTION O:3 w
ADA SILL O N z a
7 2 1 1 2 6 3 NOTES: 0 W z O
EXTERIOR FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR K N
O 1X BUCK CONCRETEIMASONRY OPENINGS,SEE SHEET 4 O(D =o
O.67 O
�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW K O z 3
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENTT IS IS W p
ACHIEVED. �g11611//))) Lu❑m s`"
2 l"MIN. \ % 4 1 2 1"MIN. )� U)w x
3 ITEM#6,(#16 X 2')ONE SQ T E1fCjl
HINGE AT JOB SITE,CL 7FS Eq BS j Q BQN .1 >
� INTERIOR % a
JI_JI_ \• ®AT SILL,PLACE ANCHQh I I,•BA'r,� / Z d O
MAXIMUM SUPPORT O v? j
1"MIN.. %%% 1'MIN. = N 7 ] w
SEE NOTE#7 I 1/20/2012
I 1!4'MAX. 4 1 ON SHEET 1 1j4'MAX. I P O S p OF
IIY--- ---111 ONE
SHIM SHIM O IDP.� .er.G.LUBBECKE
1 M MIN. 1 M MIN. ' � ��/
EMBED. Ll EMBED. S \ `\ aoc er:S.SAFFELL
OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME ' s c F.
"° a �`}g�[pA11 BCw. `�}g 3W032012FL
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION FBPE cwT.61 N N0.39578
snee 3 a 7
�i
CONCRETE/ 1'MIN. V MIN.
1'MIN. 1'MIN. 1'MIN. 1'MIN. MASONRY —1
BY OTHERS TVP. 1 1N. 1
1•�IN, 1'MIN. MIN. 1'MIN.
1114.
- 1 EMB.
MIN. 1'MIN. 1'MIN INTERIOR EXTERIOR
EMBED 5 r• 5
5 1 1l4'MIN.
EMBED
2 •4•.' CONCR 3
2 •' A; •� MASONRY
CO� 1 ^�•:'�'•� BY OTHERS
MASONRY MIN. L •• •" •�•
BY OTHERS EMBED T
1'MIN 1'MIN MAK
114• % /' SHIM
1/4' %/ EXTERIOR MAX. OUTSWING OPERATING UNIT
MAX. SHIM EXTERIOR VERTICAL CROSS SECTION
SHIM SILL SEE NOTE#7 OUTSWING OPERATING UNIT
_ SEE NOTE#7 INTERIOR ON SHEET 1
INTERIOR VERTICAL CROSS SECTION
SEE NOTE 97
ON SHEET 1 ON SHEEP 1 SEE NOTE#7 OPTIONAL 7"BUCK
ON SHEET 1 INTERIOR EXTERIOR
CONCRETE/ 3 '
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ MASONRY
VERTICAL CROSS SECTION VERTICAL CROSS SECTION �, ��\ BY OTHERS
HEAD JAMS HEAD JAMB 1 1/4•MIN. \� \'
EMBED
8 3X O I 1'MIN 1 �•• \ o > a o
I—1•MIN 1•MIN a O m m ,o
OUTSWING STATIONARY UNIT \ ■ C m m
■ v
HINGE DETAI \ I VERTICAL CROSS SECTION
BOXED SIDELITE SILL
3 REO'D ' \\\ SEE ITEM/t7 R
1'MIN. ON SHEET 1
114'MAX ; m
• SHIM
2 2 6 � �/ 11/4' ••
MIN.EMBED w w(7 zO
2 / OUTSWING OPERATING UNIT 0-
EXTERIOR 1 t/a•MIN. HORIZONTAL CROSS SECTION w p 3: N
EMBED OPTIONAL 1"BUCK D o c a
\ / 3wz 0
1•Mm. nnur �
r 1'MIN. 5 2 12
1'MIN. \ % •'..1 1' IN. 1'MIN. t 0 O Oz 00
v'.
1 INTENIOR % 1 W O O ¢Z
EE NOTE i17 5 'MIN. " �, S # _ 0 �I� of 0 6 N >
1. IN.
ON SHEETI r�, \ ` H,68?� �• ./ O
L \� E z Z
114'MAX. 1'MIN. �\ ,. S•• Z
5 SHIM a O 19 D, o
1)4'MAX. 17/4'MIN. 1'MIN. \ \ • N . 7, O
1 1/4'MIN. • .� SHIM —I •• N
EMBED. EMBED.
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME �. 1/20/2012
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION •�. 11SHIM S A OF 'NONE
NOTES:
q �.p 0 P.•.' �C/ m:G.LUBBEO(E
1 OPTIONALLY,ANCHOR CAN RE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEIMASONRY III MIN. ,A �D
EMBEDMENT IS ACHIEVED. BY OTHERS EMBED �. ``S F \� \%O1K m:S.SAFFELL
MR `\
[E>TTEM#0,(#10 X 2')ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE.CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL S460 BIVD.}�]b JW03Z�1ZR
CROSS SECTION OF HEAD JAMB OR SIOE JAMB FBFIE BFAO7 y1 N0.2W7a
�AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. PY1N sHsm 4 a 7
s
SEE NOTE#7
ON SHEET 1
1'MIN. 1"MIN. 4 1 2 1"MIN. l"MIN. 4 1 _ EXTERIOR INTERIOR
EXTERIOR INTERIOR 1 4
1 1Y1'MIN. 2 1 1/2"MIN. 2 1 4 4
EMB. I. X•
1 1 INN
J—
%/ 2 1 1/2"MIN.
1E EMBED.
EMBED.
MAX. 1/8" MAX. II II
SHIM SHIM 1^I 1'MIN
SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 EXTERIOR INTERIOR 1"MIN
ON SHEET 1 ON SHEET 1
1'MIN 2
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xt Lucie County 3
Permitting ''
BCIS Home Log In I User Registration I Hot Topics Submit Surcharge E Stats&Facts Publications ¢Contact Us 1 BC Site Map Links I Search
Florida
UO"
drtry- 'Product Approval
` :USER:Public User
Product AD roval Menu>Product or Application Search>Application List>Application Detail "E"FIEW ED FOR
K .
FL# FL11120-R15 CODE COMPLIANCE
Application Type Affirmation
} Code Version 2020 STa LUCIE COUNTY
Application Status Approved TA0r,C
Comments 666
Archived ,._.
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
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 Single Hun
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
1I 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 ( No ?D N/A
https://fioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvurcMg6Og75XHPQtB4FLfzFntMM3hcTIWZA%3d%3d 1/2
8/17/2021 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 07/29/2020
Date Validated 07/29/2020
Date Pending FBC Approval
Date Approved 08/08/2020
Summary of Products
FL# Model,Number or Name Description
11120.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8"x 75"Single Glaze(5/16" PVB or
SGP Lam)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11120 R15 C CAC NI011135.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure: +60/-60 Installation Instructions
Other: Laminated glazing interlayer material requirements FL11120 R15 II JELD0107 RevB.p[f
meet the current edition of the FBC in accordance with Miami- Verified By: Robert Amoruso, PE 49752
Dade Notice of Acceptance for DuPont SentryGlas and Miami- Created by Independent Third Party: Yes
Dade Notice of Acceptance for DuPont PVB interlayers. Windows Evaluation Reports
with insulated glass wider than 36"require setting blocks. FL11120 R15 AE PER 2159 Rev2.pdf
Exterior glazing should be tempered above 30 ft. Created by Independent Third Party: Yes
11120.2 Premium Atlantic Aluminum Single Hung(6100) 53"x 91 5/8"Single Glaze(7/16"SGP
Lam)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11120 R15 C CAC NI011135-R2,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2025
Design Pressure: +80/-80 Installation Instructions
Other: Laminated glazing interlayer material requirements FL11120 R15 II 3ELD0102 RevA.pdf
meet the current edition of the FBC in accordance with Miami- Verified By: Robert Amoruso, PE 49752
Dade Notice of Acceptance for DuPont SentryGlas.Windows Created by Independent Third Party: Yes
with insulated glass wider than 36"require setting blocks. Evaluation Reports
Exterior glazin FL11120 R15 AE PER 2107 Revl.p-df
Created by Independent Third Party:Yes
11120.3 Premium Atlantic Alumin Single Hung (6100) 52 1/8"x 75"Single Glaze(5/16" PVB or
SGP Lam)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11120 R15 C CAC NI011335-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2025
Design Pressure: +60/-65 Installation Instructions
Other: Laminated glazing interlayer material requirements FL11120 R15 II NCTL-210-3827-1 Install.pdf
meet the current edition of the FBC in accordance with Miami- Verified By: Hermes Norero, PE 73778
Dade Notice of Acceptance for DuPont SentryGlas and Miami- Created by Independent Third Party: Yes
Dade Notice of Acceptance for DuPont PVB interlayers.Windows Evaluation Reports
with insulated glass wider than 36"require setting blocks. FL11120 R15 AE PER2903.pdf
Exterior glazing should be tempered above 30 ft. 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.Copyight 2007-2013 Stale 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:
Credll Card: , ,3
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvurcMg6Og75XHPQtB4FLfzFntMM3hcTIWZA%3d%3d 2/2
MAIL FROM 13'O.C. MAX ►4ux• mom NAIL FIN INSTALLATION
CORNERS THRU NAIL FIN CORNERS
le Min.Embedment
2'x4' Min. Distance
t e.75' � From Edges 3/4'
O.C.MAX. Min.Distance
THRU FRAME From Edge, 3/4'
2'x4'
1/4'Max 1/4'Shim Space Shim Max
Shim Space
FRAME SECTION (TYP) 1J' Min.Embedment
VERTICNOM Cask tmA—Mov SECTION.eWw&V
s
o 3125
C f �—
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09
S GLASS
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0.500
JAMB SECTION (TYP)
H❑RIZ❑NTAL SECTI❑N
MM-Cailk bet-Holing Flange t WoW Open4o
GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202
Max Framel DP IMPACT
WINDOW WIDTH(52 1/8- MA)L) � Shim Max Shin Space 52 1/8"x 75" +60/-65 YES
TYPICAL ELEVATI❑N WITH FASTENERS Min. Distance LMI PER TAS 201 & 203
om
General Notes: o--
Fr Edge. 3/4'
• The product shown herein is designed, tested and manufactured to 2'x4'
comply with the wind load criteria of the adopted International Building Q' Mln. Embedment
Code (IBC), the International Residential Code (IRC), the Florida Digitally signed by Hermes F.Norero,P.E.
Building Code including High Velocity Hurricane Zone and the industry Installation Notes: : am approving this document
Date:2
standard requirement for the stated conditions. Date: 014.04.2409:50:20-04'00'
1. Seal flange/frame to substrate.
• All glazing shall conform to ASTM E1300. 2. Use #10 X 1-1/2" PH or greater fasteners through the nail fin with sufficient length
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by to penetrate a minimum of 1-1/2" into the wood framing. For two by(2X) wood
DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" frame substrate (Min S.G. = 0.55)
Sentry Glass Plus/1/8"Annealed Glass. 3. Host structure (wood buck, stud framing and opening) to be designed and
• Use structural or composite shims where required. anchored to properly transfer all loads to the structure. The host structure is the
• Installation methods can be interchanged within the same opening. responsibility of the architect or engineer of record for the project of installation.
• An impact protective system is not required where wind borne debris 4. Window includes a slip-on aluminum 6063-T5 nail fin with a typical wall
protection is required by local building code. thickness of 0.050" and extends approximately 1.258" away from frame.
• Maximum sizes are buck sizes and do not include fin or flange. %itl I I
This schedule addresses only the fasteners required to anchor the ��-A S Fm I� PROJECT ENGINEER: DATE:
product to achieve the rated design pressure and impact ��1 \`�'�. .• :. .� �� 12/il/2012 3737 Lakeport Blvd.
performance (where applicable) up to the size limitations noted. It !(/� •'e WN BY: SCALE: JEL�EN Klamath Falls,OR 97601
is not intended as a guide to the installation process and does nod :• �� �0I!-VHertzog NTS (541)882-3451
address the sealing consideration that may arise in different Wad 7 cWECKEDBY: TITLE:
conditions. For the complete installation procedure, see the: APPROVED BY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t.0
-
ww.ield-wen.com/resourcesfinstallation.w 13
I Nail Fin Frame Installation (52-1/8" X 75")
TT P OJECT No.
This drawing and its contents are the property of JELD-WEN, Inch �, 000e��� fijge E `1L(�234A
and are for the expressed use of determining anchor l.39q`q�sE}1!aniaeB>'a0 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �� vni to 3F 0 �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827.1 FBCI 00 1 of 7
8• 4.25• rown It ago i® Mn ne.wc.
MAX FROM zo.s•O.C.uAx uAx. FROM Fj'
—terra Eeo..It MASONRY INSTALLATION
CORNERS—�--•� THRU FRAME CORNERS •,d.
1 a
D.5- V '•3 EN 4�xnt a a ,• (�tY w.
7■] THRUMFRAME d a 11 � Ik Min.
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V a
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X FAeTE1EQ INSTALI ATI�J p
3
n F VERTICALTSECTION
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1zs ea`5W BLOCK 1 JAMB SECTION (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
v+• UNIF❑RM DESIGN PRESSURE PER TAS 202
sly,saoc.
Max Frame DP JIMPACT
WINDOW WIDTH(52 1/8- MAX.) 4 52 1/8"x 75" +60/-65 1 YES
TYPICAL ELEVATI❑N WITH FASTENERS a LMI PER TAS 201 & 203
General Notes: ,.`a.' BUXK"
• The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building Installation Notes:
Code (IBC), the International Residential Code (IRC), the Florida Building 1 Seal flange/frame to substrate.
Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length
requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc =
• All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90).
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3. Host structure (wood buck, masonry and steel)to.be designed and
DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" anchored to properly transfer all loads to the structure. The host structure is
Sentry Glass Plus/1/8"Annealed Glass. the responsibility of the architect or engineer of record for the project of
• Use structural or composite shims where required. installation.
• Installation methods can be interchanged within the same opening.
• An impact protective system is not required where wind borne debris
protection is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange. o,1111111111
This schedule addresses only the fasteners required to anchor the S F. 4r PROJECT ENGINEER: DATE:
` O '
product to achieve the rated design pressure and impact �� \ ..• • •. 12/11/2012
3737 Lakeport Blvd.
•.•• WN BY: SCALE: Klamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It -��/•• �� '• •'AO Hertzog NTS JE11',—,D-WN (541)882-3451
is not intended as a guide to the installation process and does notes.
address the sealing consideration that may arise in different waH`- ] cMecKED BY: TITLE:
conditions. For the complete installation procedure, see the APPROVED BY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t(= -d T,T
www.field-wen.com/resourcesfinstallation. cu - 'Masonry Installation (52 1/8" X 75")
T PROJECT No.:
This drawing and its contents are the property of JELD-WEN, Inc. ,(y nE_ ' 0234A
and are for the expressed use of determining anchor. eA-4!s`p(-St TIM0e•Bbao��$Vd� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. / t 3 30 `� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827.1 FBC 01 2 of 7
s' a- Fran EdR«er �••>� INCLUDING SHEAR PLATE
ONRY INSTALLATION
MAX. FROM 20.5'O.C. MAX. MAX.FROM
Edo.Et
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. o 2L� d.
•
u - 2
13.125' e °3 - 1('Ha. 9 '° u•K.
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THRU FRAME b d Embedment
1/4' Max
Shim Space
1/Y M- LDT RAIL .Q 3
4 SW space SENT Min. Distance V a ALUMINUM
_ 'SHEARPLATE From Edges 2J' a Z SHEAR PLATE
a��
FASTENER INSTALLATION
• FRAME SFC F (TYP)
VERTICAL SECTION Q,
tc o a 4
av
s
_ Oq MASONRY
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H❑RIZ❑NTAL SECTI❑N
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UNIFORM DESIGN PRESSURE PER TAS 202 U4•Max
S~"SpaCe Max Frome DP IMPACT
p• 52 1/8"x 75" +60/-65 YES
WINDOW WIDTH(52 1/8' MAX.) { e
a LMI PER TAS 201 & 203
TYPICAL ELEVATI❑N WITH FASTENERS
MASONRY
General Notes:
• The product shown herein is designed, tested and manufactured to
comply with the wind load criteria of the adopted International Building Installation Notes:
Code (IBC), the International Residential Code (IRC), the Florida Building 1. Seal flange/frame to substrate.
Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length
requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc =
• All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90).
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3. Host structure (wood buck, masonry and steel)to be designed and anchored
DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" to properly transfer all loads to the structure. The host structure is the
Sentry Glass Plus/1/8"Annealed Glass. responsibility of the architect or engineer of record for the project of
• Use structural or composite shims where required. installation.
• Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall
• An impact protective system is not required where wind borne debris thickness of 0.0625" at each anchor point.
protection is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange,,.011,11 111J,
This schedule addresses only the fasteners required to anchor the �� S F. I� PROJECT ENGINEER: DATE:
� �� �i -.- 12/11/2012 JELDWEN 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact ♦ .•
.••• ,��,p wN BY: scALE: Klamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It .�<l/•,�� $LHertzOg NTS (541)882-3451
is not intended as a guide to the installation process and does not.
address the sealing consideration that may arise in different waft 7 cMrcKEo BY: TITLE:
conditions. For the complete installation procedure, see thi
instructions packaged with the window or go tm -p A MO`ED BY: Premium Atlantic Single Hung Window
T T
www.ield-wen.com/resourcesfinstallation. r PROJECT No.: Masonry Installation (52 1/8" x 75")
This drawing and its contents are the property of JELD-WEN, Inc. : (ri 'a" E � �0234A
and are for the expressed use of determining anchor ,e� A�mde-INt d� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. t a O ♦� NCTL-210-3827-1 FBC Window DIVISIOn Venice NCTL210.3827.1 FBC 01 3 Of 7
6. 5. 18 gauge rJn
MAX. FROM 10'O.C. MAX. Steel Stud Min,Distance wa r.rmn
�-{—CORNERS THRU FRAME-}--I CORNERS M 1 Fron Edge,¢• "`°""�,,` STEEL INSTALLATION
I tan Distance
3 2 Min.embedment Fron Edge,ek
of three threads
Past frame
O.C. MAX.
THRU FRAME
1/4'Mnx LIFT RAIL
Shen Space PRESENT 1/4' Max
Min. Distance Shiro Space
ALTERNATE NEAn From Edgei J' 3 2
FRAME SECTION CTYP) F cT N R iNSTA Ar1oN
VERTICAL SECTION
i Min. embedment
of three threads
past frame
.3125 18 gauge min
.125 Steel Stud
A9 1A
o 125 GLASS.50
asoo I JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
1/4'Max UNIF❑RM DESIGN PRESSURE PER TAS 202
Shin Space Max Fr
arle DP IMPACT
fWINDOW WIDTH(52 1/8-MAX.) I 152 1/8"X 75" +60/-65 1 YES
TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 & 203
General Notes: V st gauged" a
• The product shown herein is designed, tested and manufactured to comply Installation Notes:
with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate.
International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws
Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three
conditions. threads past the frame thickness. Locate anchors as shown in
• All glazing shall conform to ASTM E1300. elevations and installation details. Steel substrate min 18 ga.(Fy= 33 ksi).
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening)to be designed and
1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host
Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for
• Use structural or composite shims where required. the project of installation.
• Installation methods can be interchanged within the same opening.
• An impact protective system is not required where wind borne debris
protection is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange %%,1I l I I
This schedule addresses only the fasteners required to anchor the %N S F. � PROJECT ENGINEER: DATE:
�� -- 12/11 2012 jEL]WWEN 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact � \v' .. /
performance where applicable) u to the size limitations noted. It .,�� Klamath Falls OR 97601
p ( pp ) p !(� RAWN BY: SCALE: r
*•Hertzog NTS (541)882-3451
is not intended as a guide to the installation process and does notZ
address the sealing consideration that may arise in different waz 7 �. CMECKEDBY: TITLE:
conditions. For the complete installation procedure, see the: AFP`IIOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tE T T
www.field-wen.com/resourcesfnstallation. Steel Installation (52 1/8" X 75")
T(PROJECT No.:
This dFawing and its contents are the property of JELD-WEN, Inc. n" wE��-154
u0234A
and are for the expressed use of determining anchor ,a8 banis•EbacY�
requirements for this product only. i (1/�y t 38G IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
(�'1S9r88 p NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827.1 FBC 01 4 of 7
18 g°°�"" STEEL INSTALLATION
6' M � Steel Stud From
Distance
CORNERS�--i Z THRU•FCR�AYM MAX. CORNERS M Fron Edges� a.�� �Distance INCLUDING SHEAR PLATE
3 2 Mke embedment Fran Eapn 2�'
of three threads
r' past frame
THRU '
IiJI O.C. MAX.
THRU FRAME 1/4• Max
1/4'him Spa PRESENT Shim Space
4 Shin space
ALUMINUM Min. Distance ALUMINUM
SHEAR PLATE pLTERNpTE HEAD From Edges i' 3 2 SHEALUMR PLATE
FASTENER INSTAL MN
FRAME SECTION (TYP) Min. embedment
�����►� VERTICAL SECTION of three threads
.� past frame
.312' t e el uStud In
4
Izs �—
os _
3J GLASS
' BITE
i Izs 0.S00 f JAMB SECTION (TYP)
H❑RIZONTAL SECTI❑N
*A I
GLAZING DETAIL
I/4,Max UNIF❑RM DESIGN PRESSURE PER TAS 202
SHm SpaCe Max Framel DP I IM PTA CT
WINDOW MOTH (sz I/6-MAX.)- 52 1/8"x 75" +60/-65 1 YES
TYPICAL ELEVATI❑N WITH FASTENERS ,f LMI PER TAS 201 & 203
General Notes: V s ega"ge d" 3
• The product shown herein is designed, tested and manufactured to comply Installation Notes:
with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate.
International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws
Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three
conditions. threads past the frame thickness. Locate anchors as shown in
• All glazing shall conform to ASTM E1300. elevations and installation details.Steel substrate min 18 ga.(Fy = 33 ksi).
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening)to be designed and
1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090"Sentry Glass anchored to properly transfer all loads to the structure. The host
Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for
• Use structural or composite shims where required. the project of installation.
• Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall
• An impact protective system is not required where wind borne debris thickness of 0.0625" at each anchor point.
protection is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange %%%1I I I I f t1!
This schedule addresses only the fasteners required to anchor the 1�` �S F. t-1 l�* PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� !�\�` •,... ., i 12/11/2012 JE1DEN
performance (where applicable) up to the size limitations noted. It �(j�.. Klamath Falls,OR 97601
• ,• RAWN BY: SCALE:
is not intended as a guide to the installation process and does not;, p1.Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wa1?:' 7 CIecKED BY: TITLE:
conditions. For the complete installation procedure, see the AP ROVED BY: Premium Atlantic Single Hung Window
Q
instructions packaged with the window or go t T T
www.field-wen.com/resourcesfnstallation. 3 = Steel Installation (52.1/8" X 75")
�
PROJECT No.:
This drawing and-its contents are the property of JELD-WEN, Inc: E 0234A
and are for the expressed use of determining anchor 199 ,spt benie•Bbac �$Vd� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. is t 3 a 0 �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 01 5 of 7
6• 0 Him Distance
MM FROM 20.5•O.C.MAX yam.mom 1 From Edoe-3/4• Vt— THROUGH JAMB
CORNERS THRU FRAME CORNERS E'�•e edw Pt INSTALLATION
2 IF'Hln.
Embedment
O.0
O.C. MAX.
THRU FRAME 3
1/4'Fa 1J' Min.
Shim space Embedment-
ALTERNATE HFAD 1/4' Max
FRAME SECTION (TYP) FACTENFR �NsrauannN Shiro Space
VERTICAL SECTION 3
.3125 Min. Distance
.12s From Edge, 3/4-
GLASS 2
.09
Z .125 BITE
3 OS00 lA
JAMB SECTION (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
1,4.Max UNIF❑RM DESIGN PRESSURE PER TAS 202
shim Space Max Frame DP IMPACT
f WINDOW WIDTH (82 1/8- MAX.) 152 1/8"x 75" +60/-65 1 YES
TYPICAL ELEVATI❑N WITH FASTENERS s LMI PER TAS 201 & 203
General Notes: v
• The product shown herein is designed, tested and manufactured to comply with Installation Notes:
the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate.
International Residential Code (IRC), the Florida Building Code including High 2. Use #an x 1 frame
PH greater fasteners through the jambs with
Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing.
conditions. For two by(2>0 wood frame substrate (Min S.G. = 0.55)
i• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel)to be designed and
'• At minimum, glazing is, Laminate-1/8 Annealed Glass/.090 PVB by DuPont/ anchored to properly transfer all loads to the structure. The host
1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for
1/8"Annealed Glass.I• Use structural or composite shims where required. the project of installation.
• Installation methods can be interchanged within the same opening.
An impact protective system is not required where wind borne debris protection
is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange.
This schedule addresses only the fasteners required to anchor the �� (j F. PROJECrENGINEER: DATE:
` _ JE] D�ITEN 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� \�+' •...•,.. 12/11/2012
performance (where applicable) up to the size limitations noted. It <(/� '•` Klamath Falls,OR 97601
�. .� �� RAWN BY: SCALE:
is not intended as a guide to the installation process and does notZ ; C :E.Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wali: 7 CHeCKED BY: TITLE:
�.
conditions. For the complete installation procedure, see th_ niLovEDeY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tcr, -p T T • "
L
ld-wen.com/resources�nstallation. �' 4G7 Thru Jamb Installation (52 1/8" X 75")
T PROJECT No.:
awing and its contents are the property of JELD-WEN, Inc. E_- 20234A
re for the expressed use of determining anchor ,e� stbnnia•Bg��ac�l�Yd. IDENTIFIER No. PLANT NAME AND LOCATION: C4DDWG.No.: REV: SHEEP
ments for this product only. ;�'/ }t 3 �830 ��`° NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 00 6 of 7
Km om Edge-3/ THROUGH JAMB INSTALLATION
MAX.FROM 20.5' O.C. MAX. MAX. FROM t From EdOe�3/4' a ' �mw
CORNERS}—{ THRU FRAME CORNERS 3 r—Eft..Px INCLUDING SHEAR PLATE
1 - MIR
2 Enbe dnen-
13.125'
O.C.MAX
THRU FRAME 1/4'Max
4 SMm Space Lsr RAM 1k Min.
ALUMINUM rr�stxr Embedment 1/4' Max
SHEAR PLATE Shim Space
ALTERNATE HAD
FASTENER INSTALLATION 3
ALUMINUM
FRAME SECTION (TYP) SHEAR PLATE
VERTICAL SECTION -V
n
.3125 Min. Distance 2
_ .125 From Edge, 3/4'
09—
Jew 4
= GLASS
125 BITE
0.500
JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
/..Max UNIF❑RM DESIGN PRESSURE PER TAS 202
SHIn Space Max Fro me DP IMPACT
�YpNDOW WIDTH(52 ,/B' MAX.) -� 52 1/8"x 75" +60/-65 YES
TYPICAL ELEVATI❑N WITH FASTENERS �/ 3 LMI PER TAS 201 & 203
General Notes: V
• The product shown herein is designed, tested and manufactured to comply with Installation Notes:
the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate.
International Residential Code (IRC), the Florida Building Code including High 2. Use #10 X 1-1/2" PH or greater fasteners through the jambs with
Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing.
conditions. For two by(2X) wood frame substrate (Min S.G. = 0.55)
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel)to be designed and
• At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host
1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for
1/8"Annealed Glass. the project of installation.
• Use structural or composite shims where required. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall
• Installation methods can be interchanged within the same opening. thickness of 0.0625" at each anchor point.
• An impact protective system is not required where wind borne debris protection
is required by local building code.
• Maximum sizes are buck sizes and do not include fin or flange: AV111I t 11/ll
This schedule addresses only the fasteners required to anchor the 1�� �S F. O �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact 12/11/2012 PELDIVEN
performance (where applicable) up to the size limitations noted. It !(�� wN eY: SCALE: Klamath Falls, 88 -3451
is not intended as a guide to the installation process and does notes •�%� ;�� CRIKKEN.H rBzog NTS (541)882-3451
- CM�CKED BY: TITLE:
address the sealing consideration that may arise in different walk 7 �.
conditions. For the complete installation procedure, see the- APRtOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tcrr .-0 T T
www.jeld-wen.com/resourcesfnstallation. Thru Jamb Installation (52 1/8" X 75")
�y % � OJEC7 No.*drawing and its contents are the property y of JELD-WEN, Inc. 0234A and are for the expressed use of determining anchor -,ems e\lYgSt b'enia•BYjac
requirements for this Product Only. VV IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.NO.: REV: SHEET
F�iSu t 38G .D ��: NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 00 7 of 7