HomeMy WebLinkAboutProduct Approval MAX. FROM 13.O.C.MA%. MAX.FROM NAIL FIN INSTALLATION
CORNERS—r—j TNRU NAIL FINCORNERS
Min.Embedment
2'x4' Min. Distance
MAX.16.75" o-- From Edges 3/4'
O.C.
O.C.Yt Min.Dlstnnee
THRU FRAME From Edge-3/4'
2'x4'
I/4'No 1/4' Max
Shin Space Shim Space
FRAME SECTION (TYP)
VERTICAL SECTION Embb edmeme
nt
nWM-oww e.t. NAIV rwW a Wood oamap
_ .3125
.125
09
1GLASS
25
BITE
0.500
,IAMB SECTION GYP)
HORIZONTAL SECTION
NOTE-Cadx bele NOIW FWW t Wood OP.*0
GLAZING DETAIL UNIFORM DESIGN PRESSURE PER TAS 202
Max Frame I DP I IMPACT
' xnMDow vnmH(bz 1/e• Mo.) I/4' Max 52 1/8"x 75" +60/-65 YES
Shin Space
TYPICAL ELEVATI❑N WITH FASTENERS Min.Distance LMI PER TAS 201 & 203
From Edge-3/4'
General Notes: tO--
• The product shown herein is designed, tested and manufactured to 2'x4'
comply with the wind load criteria of the adopted International Building 1}'Min,Embedment
Code (IBC), the International Residential Code(IRC), the Florida Digitally signed by Hermes F.Norero,P.E.
BuildingCode including High Velocity Hurricane Zone and the indust Reason:I am approving this document
g g ry Installation Notes:
standard requirement for the stated conditions. 1. Seal flange/frame to substrate. Date:2014.04.24 09:50:20 04'00'
• 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. %1111 I Jill
This schedule addresses only the fasteners required to anchor the `�� �S F. o �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �� /Q i10
- 12/11/2012 jEIrD�VEN
performance (where applicable) up to the size limitations noted. It ��.�'� . � RAWN BY; SCALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does nod �� : O SI.Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wec 7 cMecKED BY: TITLE:
conditions. For the complete installation procedure, see the Ar
AFPROVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tgNail Fin Frame Installation (52-1/811 X 7511
www.jeld-wen.com/resourcesfinstallation. T T
e� P OJECr No,:
This drawing and its contents are the property of JELD-WEN, Inc. �, e e E�� �234A
and are for the expressed use of determining anchor I qet Dan".a9ac (�vd IDENTIFIER No. PLANT NAME ANDLOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. �� n} / tte 3F a �� NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBCI �� 1 of 7
x/1111111
xh Dbtonce '
FEdge•8j'
ax. FROM 20.5•O.C. MAX. M�AZS•FROM a . a• NAmNRr r �at• MASONRY INSTALLATION
CORNERS}—{ iHRU FRAME CORNERS a BUXX °Q4..
' dr- "4
9.5' 3 Eiod-nt o °O.C.MAX. d b a,e.w.et 1J' Mln,
THRU FRAME
Embedment
v4•Mnx �RAL 1/4' Max
Stile Spas '�"r Min. Hlstance Q 3 Shim Space
, D d
u TPoue1•r uc°n From Edge- 2k Q 2
i'.SiElSR i1lS7�eT1iN D
FRAME SECTION (TYP)
I(ERTICAL.SECTION
D V Q
�
MASONRY
HLOCK1 JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTI❑N
GLAZING DETAIL
4• nx UNIF❑RM DESIGN PRESSURE PER TAS 202
tiff Spee
Max Frame DP IMPACT
52 1/84 x 75" +60/-65 YES
wlNoow wIOTH(sz i/a• MAx.) -{ a ` ,a LMI PER TAS 201 & 203
TYPICAL ELEVATION WITH FASTENERS
General Notes: a`a• ;
• 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 =
•—Aglazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90).
• Att 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 Laminate-1/8"Annealed Glass/0.090" anchored to properly transfer all loads to the structure. The host structure is
• Use structural or composite shims where required.
Sentry Glass Plus/ Annealed Glass, the responsibility of the architect or engineer of record for 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. ,%%lI I11//��
This schedule addresses only the fasteners required to anchor the v� S �j PROJECr ENGINEER: DATE:
product to achieve the rated design pressure and impact ��� O 12/11/20RAWN BY: S12 jEL]BrWN 3737 Lakeport Blvd.
„•„• • /� i -
performance (where applicable) up to the size limitations noted. It �!/ •. 'p
CALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does not. ;' e •JSI•HertZog NTS (541)882-3451
address the sealing consideration that may arise in different wall 7 CM'CKEDBY: TITLE:
conditions. For the complete installation procedure, see tha APPRDVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t( -10 T T _
www.jeld-wen.com/resourcesfinstallation. s Mason Installation 52 1 8” X 75"
This drawing and its contents are the property of JELD-WEN, Inc. P olEcrNo.: ry
a E�� 0234A
and are for the expressed use of determining anchor ,A98;�g9tbmde•Bbac �� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
requirements for this product only. }�' t 3 o %% NcrL-210-3827-1 W Window Division Venice NCTL210-3827-1 FBC 01 2 of 7
/111111
N.ftt—v
81 4- Fon Edge.e}• ,.,,, , MASONRY INSTALLATION
MAX.FROM 20.5'O.C.MAX. MAK FROM
CORNERS THRU THRU FRAME CORNERS °ad', MMAM Y ,n Fra ^�' INCLUDING SHEAR PLATE
ed
L4 2
a
1s.12s• v °3 Ii Nn
O.C.YAX. Embedment • �Faaeawnt li' Min.
THRU FRAME n Embedment
1/4' Mnx
ii4•Max L67 RA1L 'Q 3 Shlm Space
4 SYam SP.M FA[ Min. Distance 4 a
ALUMINUM
s�PLATE From Edge, 2J' v 2 � SHEAR PLATE
A
FASTENER]NSTAI LATIR!
„ FRAME SECTION (TYP) ,
VERTICAL SECTION
a•
° 4 J
0
x !���
.IES
ov MASONRY
95 as
CLASS BLOCK 1 JAM$ SECTI❑N (TYP)
0-,W HORIZONTAL SECTION
GLAZING DETAIL
UNIFORM DESIGN PRESSURE PER TAS 202
Max Frame DPIMPACT
52 1/8"x 75"1+60/-65 YES
-WINDOW WIDTH(52 1/e• MAX.) I d' a ? ..' LMI PER TAS 201 & 203
TYPICAL ELEVATION WITH FASTENERS d 9
General Notes: a`a BLOCK
• 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 1-1/411 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-1/811 Annealed Glass/.090" PVB by3. Host structure (wood buck, masonry and steel) to be designed and anchored
DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.09011 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. 1111 I r r rr/l
This schedule addresses only the fasteners required to anchor the /� PRO]ECr ENGINEER: DATE:
♦♦ �i -- 12/11/2012 JEIL
�� 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact ♦ � ..•• •. J,�
.•\ RAwN sY: SrALE: Klamath Falls,OR 97601
performance (where applicable) up to the size limitations noted. It ��!/ •� 'p �I,Hertzog NTS (541)882-3451
is not intended as a guide to the installation process and does not 0
address the sealing consideration that may arise in different wa� 7 CHECKED BY: TITLE:
conditions. For the complete installation procedure, see theAFMOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tQ -p • T T — Mason Installation 52 1 81� X 7511
vvww.field-wen.com/resources�nstallation. P o CTNo.: Masonry
This drawing and its contents are the property of JELD=WEN, Inc..'
and are for the expressed use of determining anchor 'qqq et bmde•amec (Hvd`
� t 3 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHE
requirements for this product only. p �♦ ET
NCrL-210-3827-1 FBC Window Division Venice NCTL210a827.1 FBC 01 3 of 7
rrrirlel
V S. 18 gauge Mn
�--}—CORNERS 1THRU FRAME-�---I CO FROM 1 Steel Stud Mtr�.DEdge,LV
. CORNERS From Edge, a..a•, STEEL INSTALLATION
laa.fttonco
3 2 MIn.embedment Fron Eden 21'
of three thread=
past frone
O.C.MAX.
THRU FRAME
1/4•Max LIFT RAIL
Shim Space PRESENT 1/4' Max
Min. Distance Shim Space
ALTERNATE HEMI From Edge- J'
3 2
FRAME SECTION (TMP) FASTENER IN[TAI I ATiON
VERTICAL SECTION
Minembedment
of
of three threads
•,�, past frame
3123 18 gauge min
12s Steel Stud
3 .09
8 a� 125CLASS50
000 1 JAMB SECTI❑N (TYP)
H❑RIZ❑NTAL SECTION
GLAZING DETAIL
1/41 Max UNIF❑RM DESIGN PRESSURE PER TAS 202
Shim space Max Framel DP JIMPACT
{�-WINDOW WIDTH(52 1/a'MAX.) � 52 1/8"x 75"1+60/-65 1 YES
TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 & 203
General Notes: v 'stXu ua
t 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/1/811 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 %%%11111//
This schedule addresses only the fasteners required to anchor the S �j PROJECT ENGINEER: DATE:
Q ♦ - JELDIVEN
3737 Lakeport Blvd.
product to achieve the rated design pressure and impact ® � . . i - 12/11/2012
performance (where applicable) up to the size limitations noted. It !�� •'• ..�.Fj RAwN BY: scALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does not; ;' �� : Q �I•Her�Og NTS (541)882-3451
address the sealing consideration that may arise in different waZ 7 CWKED BY: TITLE:
conditions. For the complete installation procedure, see the: `
instructions packaged with the window or go tg -p T T APPROVED BY: Premium Atlantic Single Hung Window
www.jeld-wen.com/resourcesfinstallation. o ?J lV Steel Installation (52 1/8" X 75")
This drawingand its contents are the properly of JELD-WEN, Inc. P O ECT No.:
p p ��� a ��B'E�� ���34A
and are for the expressed use of determining anchor ,8991 st 13 "bac (Bv�
requirements for this product only. t 3 ` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 4 of 7
0 ♦ NcrL-210-3827-1 FBC Window Division Venice NCTL210.3827-1 FBC 01
1111111
IB Ba"Stud n Min.Distance run nlaa
MAX.FROM 40.5•D.C. MAX. MAX.FROM 1 Steel S From Edge-JI
. STEEL INSTALLATION
CORNERS—I---j TNRU FRAME CORNERS INCLUDING SHEAR PLATE
3 2 MVI.embedment From Edpw Ek
of three threads
past frame
'
O.C. MAX.
THRU
THRU FRAME 1/4° Max
1/4'Max LIR RAD.
q sFdn Space PRESENT Shia Spnce
ALUMINUM
LU RNPLATE Min, Distance L(7C2 $2HEmR
INUM
ALTERNATE HEAD From Edgel J' PLATE
FACTENER 1NCT 1 ATIDN
FRAME SECTION (TYP) Min. embedment
VERTICAL SECTION of three threads
,N past frame
18 gouge min
4
12s Steel Stud
M
_
.09
3
.125 OBITE
Z 12 °'300 f JAMB SECTION (TYP)
HORIZONTAL SECTION
GLAZING DETAIL
1/41 Mnx UNIFORM DESIGN PRESSURE PER TAS 202
SMm Space Max Framel DP I IMPACT
WINDOW WIDTH(52178' MU.) I 52 1/8"X 75" +60/—fj5 YES
TYPICAL ELEVATION WITH FASTENERS ,.� LMI PER TAS 201 & 203
General Notes: v `step"stud" 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 6063-7`6 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. %%%%I 1111111
This schedule addresses only the fasteners required to anchor the ♦♦ s �j PROIECr ENGINEER: DATE:
o , _ JE
LA 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 ((7� RAWNBY: SCALE: Klamath Falls,OR 97601
is not intended as a guide to the Installation process and does noL :••�� ,p0 �•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wad '7 CNECKEDBY: TITLE:
conditions. For the complete installation procedure, see the' AMOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go tg T T Steel Installation (52 1/811 X 7511)
www.jeld-wen.com/resourcesfinstallation. 41
This drawingand its contents are the roe Inc."o. OJECiNo.:
property rtY of JELD-WEN, Inc. 'E�� 2 234A
and are for the expressed use of determining anchor "ase st'DmISe•B (B v
ao at
requirements for this product only. t 3 ♦ 01
IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 5 of 7
D ♦ NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827.1 FBC
1111111
B- 4" Him Distance NERSTHRU FRAME THROUGH JAMB
CORO � 2 Ex MAX.FROM 1 Fron Edge•3/4'
CORNERS Eon Ea INSTALLATION
2 Endnent
G
O.C.MAX.
THRU FRAME 3
1/4' Max i�ENT 1i' Min.
Slam Space Embedment
ALTERNATE HEA➢ 1/4' Max
FRAME SECTION (TYP) FACT R 9ffi AT1ON 3 Shim Space
VERTICAL SECTION
3125 Min. Distance
125
From Edge] 3/4' 2
_ .09
GLASS
•125 DITE I
� QS00
JAMB SECTION (TYP)
HORIZONTAL SECTI❑N
GLAZING DETAIL
1/4•MaX UNIFORM DESIGN PRESSURE PER TAS 202
SNM space Max Frame DP IMPACT
WINDOW WIDTH(52 1/8'MAX.)---� 52 1/8"x 75"1+60/-65 1 YES
TYPICAL ELEVATION WITH FASTENERS a LMI PER TAS 201 & 203
General Notes: 1
• 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.
• 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. ��►11 ��I��
This schedule addresses only the fasteners required to anchor the ,\\ /�� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact �` 12/11/2012 JELDEl�
performance(where applicable) up to the size limitations noted. It !(/�.•' • •� RaWN BY: SCALE: Klamath Falls,OR 93451
is not intended as a guide to the installation process and does not: �� : O �SI•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different Wali: 7 CH'CKED BY: TITLE:
conditions. For the complete installation procedure, see the FPPROVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t(;— T T Thru Jamb Installation (52 1/8" x 75")
www.jeld-wen.com/resourcesfinstallation. P o]ECT No.:
This drawing and its contents are the property of JELD-WEN, Inc. �n� n' 'E�� " h6234A
and are for the expressed use of determining anchor �9get banse•Ebna (B Vd`
requirements for this product only. 0, (1 t 3y� IDENTIFIER No PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 6 of 7
�j _`Cg p \\ NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC 00
MIM
MAX. FROM 20.5.O.C.MAX. 4' t Fro Edgy n3/4' THROUGH JAMB INSTALLATION
CORNERS-�--{ THRU FRAME u�AxRN QTY 3 ��,� INCLUDING SHEAR PLATE
1 2 lel'Mln.
Enbednent
Jew O.C.MAX. [ne w t
O.C.M1/4'Max
THRU FRAME 4 Shin Space LIFT WML 1J' Min.
ALUMINUM Embedment1/4' Max
SHEAR PLATE SHIM Space
ALTERNATE HEA➢
FASTENER INSTALLATION .3
ALUMINUM
FRAME SECTN (TYP) SHEAR PLATE
IO
VERTICAL SECTION _V
a12.5 Min. Distance 2
From Edge- 3/44
N .125- BITE
BITE
JAMB SECTION (TYP>
HORIZONTAL SECTION
GLAZING DETAIL
2/14Ma>< UNIF❑RM DESIGN PRESSURE PER TAS 202
Shin Space
Max Frame I EIP IMPACT
52 1/8°x 75"1+60/-65 YES
wlHOow'MUM(52 1/5• YAx.) I LMI PER TAS 201 & 203
TYPICAL ELEVATI❑N WITH FASTENERS s
General Notes:
• 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(2)0 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. ,%111 1 I
This schedule addresses only the fasteners required to anchor the �� S /� PROJECT ENGINEER: DATE:
�� .t�� .i -- 12 11 2012 3737 Lakeport Blvd.
product to achieve the rated design pressure and impact \"' ••• / / JELD�ATEN
performance(where applicable) up to the size limitations noted. It �(j�.• • . � RAWNBY: SCALE: Klamath Falls,OR 97601
is not intended as a guide to the installation process and does not. �� O 711•Hertzog NTS (541)882-3451
address the sealing consideration that may arise in different wale 7 CMS KED BY: TITLE:
conditions. For the complete installation procedure, see the: AMOVEDBY: Premium Atlantic Single Hung Window
instructions packaged with the window or go t(£
www.jeld-wen.com/resourcesfinstallabon. wo ?J [C/ Thru Jamb Installation (52 1/811 X 751�
This drawing and its contents are the property of JELD-WEN, Inc.' n' E _ %12 2 34A
and are for the expressed use of determining anchor Z9KR TTanSe•abeO (B�Vd�
requirements for this product only. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 7 of 7
t 0 %% NCTL-210-3827-1 FBC Window Division Venice NCTL21M827.1 FBC 00 T
ruiirl�
DO
149'MAX. OVERALL FRAME WIDTH CC
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT ZOD.L.O.- PANEL WIDTH � 37.5" MAX. Q p O
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH 0 IY
c')O
GENERAL NOTES
2
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Lr)U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 7n ZLr)
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM opo, w 0 I-
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, m cf3
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS). w N p 01 90 0 x
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 �
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
4. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMPASTM D1929 752 'F > 650'F o y
RATE OF BURNING ASTM D635 0.56 IN MIN C-1 �
SMOKE DENSITY I ASTM D2843 53.4%
TENSILE STRENGTH- I ASTM 0638 3.2% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
45D0 HOURS XENON ARC METHOD 1 00
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DOUBLE DOOR UNIT W/SIDELITES Q. a
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WITH SIDELRE WITH SIDELITE li w 0 U m x Z
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE ,./ f / att[: 2 11 05
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* 4 ` SCAM N.T.S.
SHEET # DESCRIPTION X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0
XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 DWo•U': SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 t50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5K,gr;
2 ANCHOR LOCATIONS & DETAIL 0X0 ---T12.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 -50.5 KURT BALTHAZOR
3 ANCHORING LOCATIONS & DETAILS OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. o "c
• High Dam Threshold Design #56533 DWC-MA-FL0120-OS
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0.962• DOW 872 '�••. OR EQUAL
1 1.75" 11.047' OR EQUAL y ..L DwD.Br SWS
1.375' LE1�glpg 1NTERIO CHK.11r:
T T T TYPICAL GLAZING DETAIL DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS 0w0-MA-FLo120-05
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ATTACHMENTgTTACHMENT D�AIL 1.25w J N a o
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1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MAx a o
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM N z z
(FLORIDA #62514) WITH THE LOWEST (LEAST) I I_ SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o W o0 0
FASTENER RATING FROM THE DIFFERENT FASTENERS GL+ ter.: AT 5-1/2" CENTERLINE. oZzoo
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ^� 2. 4" X 4" FULL MORTISE BUTT HINGES. a=0 za C�5 w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY 11
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SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR o 0 0•-w
ANCHOR INSTALLATION
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". N rn N•-N 0
WOOD SCREW EDGE DISTANCE MIN 3/4". 1"X1/2" CORRUGATED /10X2" WOOD SCREW (2) dllox2-1/2" -^�aMto
p' ' t 3" R0M EACH END 6" FROM EACH END WOOD SCREWS
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" AND 7" GC AND 12" Oc EACH END
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN _0MAX I —ij w o v m x z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM ACR
LAYEX
MINIMUM EMBEDMENT OF 1-1/4". I CAULK DATE: 2/11/05
CL �— ACRYLIC I SCALE: N.T.S.
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO LATEX —
CAULK CL .BY.. SWS
TRANSFER LOADS TO STRUCTURE. ' WNK
CH.9Y;
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE DuvnHc HD.:
ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG-MA-FL0120-05
SHEET 3 OF 3