|
0
<br />FL #
<br />Application Type
<br />Code Version
<br />Application Status
<br />Comments
<br />Archived
<br />Product Manufacturer
<br />Address/ Phone/ Fina I I
<br />Authorized Signature
<br />Technical Representative
<br />Ad dress/ Phone/ Email
<br />Quality Assurance Representative
<br />Address/ Phone/Em ai I
<br />Category
<br />Subcategory
<br />Compliance Method
<br />Certification Agency
<br />Validated By
<br />Reterenoed Standard and Year (of Standard)
<br />Equivalence of Product Standards
<br />Certified By
<br />FL10970-R7
<br />Affirmation
<br />2011
<br />Approved
<br />F,
<br />JELD-WEN
<br />3737 Lakeport Blvd
<br />Klamath Falls, OR 97601
<br />(800) 535-3936
<br />fbcl@jeld-wen.com
<br />Jason KantDla
<br />fbcl@jeld-wen.com
<br />JELD-WEN Corporate Customer Service
<br />3737 Lakeport Blvd.
<br />Klamath Falls, OR 97601
<br />(800) 535-3936
<br />cusp] merserviceagents@jeld-wen .com
<br />Windows
<br />Single Hung
<br />Certification Marko r Listing
<br />National Accreditation & Management Institute
<br />National ACCrediLation & Management Institute
<br />Sty a c rndla rrd Year
<br />TAS 202 1994
<br />I affirm that there are no changes In the new
<br />Florida Building Code which affect my producu(s) and
<br />my product(s) are in compliance with the new Florida
<br />Building Code.
<br />Documentation from approved Evaluation or Validation Entity f` r f-
<br />Yes No N/A
<br />Product Approval Method Method 1 Option A
<br />Date Submitted 07/10/2017
<br />Date Validated 07/10/2017
<br />Date Pending FBC Approval
<br />Date Approved 07/15/2017
<br />v
<br />•
<br />4" MAX.
<br />14 3/8" FROM
<br />].C. MAX. CORNERSI
<br />12
<br />5/8"
<br />O.C.
<br />MAX.
<br />2
<br />r
<br />3
<br />I--- WINDOW WIDTH (57J6" MA).)"
<br />TYPICAL ELEVATION WITH FASTENERS
<br />ewa
<br />I� Mf! : ve•
<br />A'
<br />a
<br />G
<br />1 1/4'
<br />4 .
<br />EDM
<br />EMBEDMENT
<br />o-'
<br />V
<br />1/4' MAX
<br />SHIM
<br />SPACE
<br />( l sm
<br />f �R•
<br />DOV CORNING
<br />of 1199 SILICONE
<br />GLAZING DETAIL
<br />TYPICAL VERTICAL.
<br />FRAME SECTION
<br />NOTE. Ceutk between
<br />-At and P.Hag.
<br />•
<br />DOV CORNING
<br />- 1199 SILICONE
<br />// / ants PIc
<br />i
<br />• I
<br />GLAZING DETAIL
<br />MAX
<br />SHIM
<br />SHIN
<br />.41
<br />SPACE
<br />4
<br />o .
<br />General Notes:
<br />• The product shown herein is designed, tested and manufactured to
<br />comply with the wind load criteria of the adopted International Building
<br />Code (BC), the International Residential Code (IRC), the Florida Building
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the
<br />industry standard requirements for the stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing: 3/g" monolithic or 1/8" insulated.
<br />• Installation methods may be interchanged within the same opening.
<br />• An impact protective system is required where wind borne debris
<br />protection is required by local building code.
<br />• Maximum sizes are buck / net sizes and do not include f-LrjsN49Gi9Wy1.1
<br />This schedule addresses only the fasteners required to anchor the product to
<br />achieve the rated design pressure and impact performance (where applicable) up � ••.N ;.C^
<br />MASONRY
<br />(NCTL 210-3656-1A)
<br />1 1/4' MIN, EMBEDMENT-(---- 3 114' MAX
<br />,A lo/ �S
<br />!J'- SPACE.
<br />MM EBGE d O
<br />MSTa ve• p a I(
<br />e
<br />� Q
<br />d
<br />TYPICAL HORIZONTAL
<br />FRAME SECTION
<br />NOTD Gov* between chit and opening.
<br />Max
<br />Frame
<br />I DP
<br />JIMPACT!
<br />52 a"
<br />x 72x 72"
<br />+50/-50
<br />1ND
<br />Installation Notes:
<br />1 . Seal flange / window to substrate.
<br />2. Use 3/6" Tapcon fasteners through frame with sufficient length to
<br />penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi)
<br />or masonry (Conforms to ASTM C90).
<br />3. Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all loads to the structure. The host
<br />structure is the responsibility of the architect or engineer of record for
<br />the project of installation.
<br />4. Fasteners are not required through the sill.
<br />to the size limitations noted. It is not intended as a guide to the installation N O r Tetzlaff
<br />process and does not address the sealing consideration that may arise in different: 7
<br />K®B:
<br />wall conditions. For the complete installation procedure, see the instruction_* _
<br />packaged with the window or go to www.jeld-wen.com/resourGes/installation. T T • APPROVED BY:
<br />This drawing and its contents are confidential and are not to be reproduced or �Cr L r4RDinGTxCAJ$, INC
<br />ry E.e Z� TtPROJEC No:
<br />�\Cj'�`
<br />copied in whole or in part or used or disclosed to others except as authorized by 1z09 BL pJ36\�� IDENTIFIEJINv.
<br />JELD-WEN, Inc. 3 4 MY44099
<br />F6PE 578
<br />FRMAX. M,I
<br />1C. MAX. FROM
<br />CORNERS
<br />O.C. MA
<br />mryjy_\ 3
<br />"ALL EO.C. SHIM
<br />MAX NAX
<br />1 tn9.9,
<br />CORNING
<br />SILICONE
<br />N GLAZING RETAILTYPICAL VERTICAL
<br />u
<br />FRAME SECTION
<br />NOTE- Caulk between
<br />i unit and opening.
<br />S ya DIV CORNING
<br />/ us9 sn.tcpNE
<br />z // -
<br />} � /// aAsaeprrt
<br />GLAZING DETAIL
<br />1/4' MAX
<br />�-- WINDDW WIDTH (52%' MAX,)-�
<br />M
<br />TYPICAL El EV TI❑N WITH FASTENERS 6 1
<br />Genera! Notes:
<br />• The product shown herein is designed, tested and manufactured to
<br />comply with the wind load criteria of the adopted International Building
<br />Code (IBC), the International Residential Code (II the Florida Building
<br />Code including the "High Velocity Hurricane Zone' (HVHZ) and the
<br />industry standard requirements for the stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing: %a" monolithic or 1/8" insulated.
<br />• Installation methods may be interchanged within the same opening.
<br />• An impact protective system is required where wind borne debris
<br />protection is required by local building code.
<br />• Maximum sizes are buck / net sizes and do not include fir�s,�F� t �gl�sl2�7�
<br />This schedule addresses only the fasteners required to anchor the product to %*1
<br />achieve the rated design pressure and impact performance (where applicable) up 's"
<br />to the size limitations noted. It is not intended as a guide to the installation T
<br />process and does not address the sealing consideration that may arise in different
<br />wall conditions. For the complete installation procedure, see the instructionz *T T
<br />packaged with the window or go to www.jeld-wen.conVresoureasfinstallation.
<br />This drawing and its contents are confidential and are not to be reproduced or �O� ;E I..
<br />JELD-WEN Inc, copied in whole or in part or used or disclosed to others except as authorized by ♦i�� ,CaNt_ol ri I L c ;
<br />dn��
<br />4)J" MAX.
<br />14 3 8" FROM
<br />/ CORNERS
<br />O.C. MAX.
<br />7"
<br />D.C.
<br />MAX.
<br />3
<br />N
<br />G
<br />}s; /b0
<br />WINDOW WIDTH (52W MAX.)"
<br />TYPICAL ELEVATION WITH FASTENERS
<br />General Notes:
<br />• The roduct shown herein Is desIFled tested an
<br />3737 Lakeport Boulevard
<br />NT5 JELD VEN p
<br />Klamath Falls, OR 97601
<br />NTS (541) 882 - 3451
<br />Builder's Aluminum (4100) Single Hung
<br />Masonry Installation (52.125" x 72.00")
<br />:AND LOCATION: CAD DWG. No.'. REV: 1 of 5
<br />Window Division BA4100_NCTL210-3656- A 01
<br />instanation (votes:
<br />1. Seal nail fin to substrate.
<br />2. Use #8 PH or greater fasteners through nail fin with sufficient length to
<br />penetrate a minimum of %" into the wood framing (Min. S.G. = 0,555).
<br />3. Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all loads to the structure. The host
<br />structure is the responsibility of the architect or engineer of record for the
<br />project of installation.
<br />4. We recommend using Tegratite" installation
<br />(hftl2://wwvv.jeld-wen.com/newinstaIIationtechnolog for weatherproofing.
<br />5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness
<br />.050"). Nail Fin extends approximately 1.258" away from frame.
<br />?R03ECT ENGINEER: DATE: 7■���t�a �rr�� LET-- -- TELi7 � .i.;�N [ern Lakeport Boulevard
<br />t-n-It
<br />: scaLEJKlamatf7 Palls, OR 97601
<br />zlaff NTS (541) 882 - 3451
<br />J e+XED BY: TITLE:
<br />1PPROVED BY: Builder's Aluminum (4100) Single Hung
<br />,•ARTIPROJECr No.: Nail Fin Installation (52.125" x 72.00")
<br />DENTIFIER Na. PLANT NAME AV; LOCATION: CAD DWG. No.: REv: SHEET j 7l7 5
<br />MY44099 Venice Window Division BA4f00_NCTL210-3656- A 02 aJ LI
<br />NAIL FIN
<br />(NCTL 210-3656-1A)
<br />1/4' MAX
<br />SHIM
<br />SPACE
<br />TYPICAL HORIZONTAL
<br />FRAME SECTION
<br />NOTE] Caulk between unit and opening
<br />0a. MIN,
<br />,l-va
<br />STEEL ST6D
<br />3 Thread
<br />MIN. Tlv-augh
<br />5
<br />Stud
<br />\
<br />`v4• MAXIM
<br />SH
<br />t
<br />SPACE
<br />taus
<br />snR
<br />t
<br />ngv wRNING
<br />-v+ a99 salc➢r�
<br />GLAZING DETAIL TYPICA, L VERTICAL
<br />FRAME SECTION
<br />NOTE Caulk between
<br />urdt ord opening,
<br />v1s-1 _ DOV CORNING
<br />1199 SILICONE
<br />GLAZING DETAIL
<br />1/4' MAN
<br />SKIM
<br />SPACE
<br />4
<br />Min
<br />ST&ppa
<br />STUD
<br />1. Seal nail fin to substra
<br />comply with the wind load criteria of the adopted International Building
<br />Code (IBC), the International Residential Code (IRC), the Florida Building
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the
<br />industry standard requirements for the stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing: 3/e' monolithic or 1/8" insulated.
<br />• Installation methods may be interchanged within the same opening
<br />• An impact protective system is required where wind borne debris
<br />protection is required by local building code.
<br />• Maximum sizes are buck / net sizes and do not include firy*N 1 tgfisy��i
<br />This schedule addresses only the fasteners required to anchor the product to `S�-
<br />achieve the rated design pressure and impact performance (where applicable) up �� ,• '��
<br />to the size limitations noted. It is not intended as a guide to the Installation S ;'
<br />process and does not address the sealing consideration that may arise in different 7
<br />wall conditions. For the complete installation procedure, see the instructionE
<br />packaged with the window or go to wvvw.leld-wen.com/resources/installation. 0 SST T
<br />This drawing and its contents are confidential and are not to be reproduced or O
<br />ST LOW : ,a�P' a '
<br />copied in whole or in part or used or disclosed to others except as authorized by �i� LOMtxaJ S, ND�_
<br />JELD-WEN, Inc. E AN Ppp ; o4 ,
<br />FORE OrD7AT
<br />Max Pram?
<br />DP
<br />IMPACT
<br />52j/" x 72"
<br />+50/-50
<br />NO
<br />STEEL STUD NAIL FIN
<br />(NCTL 210-3656-1A)
<br />3 Thread MIN
<br />Through Stud--4+
<br />8 ga. MIN, 1/4, SHIM
<br />EEL STUD SPACE MAX
<br />C3
<br />TYPICAL HORIZONTAL
<br />FRAME SECTION
<br />NOTE, Caulk between unit and operdng
<br />Max
<br />Frame
<br />I DP
<br />IMPACT
<br />52
<br />" x 72'
<br />+50/-50
<br />ND
<br />te. II
<br />2. Use #10 sheet metal screw or greater fasteners through the frame with
<br />sufficient length to penetrate a minimum of three (3) threads beyond
<br />metal substrate (Min. 18 Ga., Fy = 33 ksi).
<br />3, Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all loads to the structure. The host
<br />structure is the responsibility of the architect or engineer of record for the
<br />project of installation.
<br />4. Fasteners are not required though the sill.
<br />5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness
<br />.050"). Nail Fin extends approximately 1.258" away from frame.
<br />PROJECT ENGINEER: DATE: 3737 Lakeport Boulevard
<br />02/25/2010 ' TEL�N
<br />wN ar, sca.E: , J Klamath Falls, OR 97601Tetzlaff NTS (541) 882 - 3451
<br />D BY: TITLE:
<br />APPROVED BY: Builder's Aluminum (4100) Single Hung
<br />` Steel Stud with Nail Fin Installation (52.125" x 72.00")
<br />FART/PROJECT No.:
<br />IDENTIFIER Na. PLANT NAME AND LOCATION: CAD D1MJ. No.: -3656- REV: SHEET 5 of 5
<br />MY44099 Venice Window Division BA4f00_NCTt210A �1
<br />4J - MAX.
<br />14 3/8" FROM
<br />CORNERS
<br />).C. MAX. r
<br />`F
<br />D.C.5/a"
<br />O.
<br />MAX.
<br />JC
<br />i
<br />G
<br />3
<br />�--- WINDOW WIDTH (5A' MAX.)--.-1
<br />TYPICAL ELEVATION WITH FASTENERS
<br />General Notes:
<br />• The product shown herein is designed, tested and manufactured to
<br />comply with the wind load criteria of the adopted International Building
<br />Code (IBC), the International Residential Code (IRC), the Florida Building
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the
<br />industry standard requirements for the stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing: 3/la° monolithic or 1/8" insulated.
<br />• Installation methods may be interchanged within the same opening.
<br />• An impact protective system is required where wind bome debris
<br />protection is required by local building code.
<br />• Maximum sizes are buck / net sizes and do not include firy�va}t taI
<br />t igl f5rr227
<br />This schedule addresses only the fasteners required to anchor the product to
<br />achieve the rated design pressure and impact performance (where applicable) up �� F
<br />to the size limitations noted It is not intended as a guide to the installation
<br />MINN.. I
<br />E
<br />M
<br />BEDMENT
<br />SHM
<br />SPACE
<br />I taw4s �
<br />DDV CORNING
<br />-vr 1199 M CEnE
<br />ETAIL GLAZING D
<br />TYPICAL VERTICAL
<br />FRAME SECTION
<br />NOTE, Caulk between
<br />unit and ppening.
<br />�A, D D9 CO2NING
<br />9 SILICONE
<br />/// nAaseertc
<br />I
<br />i
<br />GLAZING DETAIL
<br />1/4 Y MAX
<br />$HI
<br />SPACE
<br />WOOD FRAME
<br />(NCTL 210-3656-1A)
<br />1/MAX
<br />SHIM
<br />SPACE
<br />1 112' MIN. EMBE➢MENT-+-••
<br />w EK
<br />DUST sr4•
<br />2
<br />3
<br />111]
<br />V
<br />APICAL
<br />HORIZONTAL
<br />FRAME
<br />SECTION
<br />NGIE Cautk between unit and opening.
<br />Max
<br />Frame
<br />I DP
<br />I IMPACT
<br />52VBO
<br />x 72"
<br />1 +50/-50
<br />1 NO
<br />Installation Notes:
<br />1 . Seal flange / window to substrate.
<br />2 Use #10 PFH or greater fasteners through frame with sufficient length
<br />to penetrate a minimum of 1 1 /2' into the wood framing (Min. S.G. _
<br />0.55),
<br />3 Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all loads to the structure. The host
<br />structure Is the responsibility of the architect or engineer of record for
<br />the project of installation.
<br />4. Fasteners are not required in the sill.
<br />G< , ' 161 Tetzlaff
<br />process and does not address the sealing consideration that may arise in different IVO. 7 78. BY:
<br />wall conditions. For the complete installation procedure, see the instructionE * 1_
<br />packaged with the window or go to www.jeld-wen.com/resourceslinstallation. 0 �T T G'F ; APPROVED BY:
<br />This drawing and its contents are confidential and are not to be reproduced or � FLDNgO .E.P �� RTPROJECT No.:
<br />copied in whole or in pan or used or disclosed to others except as authorized by C
<br />�e \�
<br />JELD-WEN, Inc./z4AN3a �\ IouvnrtR a.
<br />FBPE Trmaiz, s,D MY44099
<br />4h" MAX.
<br />143/8" FROM
<br />/ O.C. MAX.--i"--�'�"�' CORNERS
<br />!/ T.
<br />MAX.
<br />i
<br />I
<br />N
<br />G! /
<br />bQ
<br />3
<br />�--- WINDOW WIDTH (Ufi" MAX.) -•-I
<br />TYPICAL ELEVATION WITH FASTENERS
<br />General Notes:
<br />1J2010 JE �n'+•A� tarn Lakeport Boulevard
<br />L� �I �+ 1� Klamath Falls, OR 97601
<br />NTS (541) 882 - 3451
<br />Builder's Aluminum (4100) Single Hung
<br />Wood Frame Installation (52.125" x 72.00")
<br />AND LOCATION: CAD DWG. No.: REV: SHEET 2 of 5
<br />Window Division M4100_NCTL210.3656- A 01
<br />--Is ga. MIN.
<br />STEEL STUD
<br />Q(T�
<br />`
<br />3 Thread
<br />»D1. Through
<br />Stud
<br />\
<br />`I/4- MA%
<br />1
<br />SHIM
<br />`
<br />SPACE
<br />i /s.ss
<br />Gov CORNING
<br />GLAZING IIETAIL1199 SrL7cooE
<br />TYPICAL VERTICAL
<br />FRAME SECTION
<br />NOTE- Caulk between
<br />unit ar�d opening.
<br />DOV cORNINO
<br />3199 SILICONE
<br />MAa
<br />/ �
<br />l � i
<br />GAZING DETAIL
<br />1/4' MAX
<br />SHIM SPACE
<br />o--
<br />4
<br />��18 ge. M7M
<br />sTEn. STUD
<br />• The product shown herein is designed, tested and manufactured to
<br />comply with the wind load criteria of the adopted International Building
<br />Code (IBC), the International Residential Code (IRC), the Florida Building
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the
<br />industry standard requirements for the stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />e Minimum nominal glazing: 3/e monolithic or 1/8" insulated.
<br />• Installation methods may be interchanged within the same opening.
<br />• An impact protective system is required where wind borne debris
<br />protection is required by local building code.
<br />• Maximum sizes are buck / net sizes and do not include fir$%W t1I"/r7
<br />This schedule addresses only the fasteners required to anchor the product to \�
<br />achieve the rated design pressure and impact performance (where applicable) up
<br />to the size limitations noted. It is not intended as a guide to the installation Z �C
<br />process and does not address the sealing consideration that may arise in different 7�%
<br />wall conditions. For the complete installation procedure, see the instructions
<br />packaged with the window or go to www,ield-wen.com/resources/installafion, o
<br />.- TT
<br />This drawing and its contents are confidential and are not to be reproduced or �C� 1c �[As
<br />copied in whole or in part or used or disclosed to others except as authorized by �if.� yp�w1,@EpGI1
<br />JELD-WEN, Inc,
<br />STEEL STUD
<br />(NCTL 210-3656-1A)
<br />3 Thread MIN.
<br />Through Stud
<br />18 ga. MIN.
<br />STEEL STUD - SHIM SPACE MAX
<br />(3)----
<br />ntsT ur
<br />1
<br />TYPICAL HORIZONTAL
<br />FRAME SECTION
<br />NDTE- _Caulk between unit and o,e,
<br />Max
<br />Framel
<br />DP
<br />IMPACT
<br />L 52 rye
<br />x 72°
<br />1 +50/-n
<br />NU
<br />Installation Notes:
<br />1 . Seal flange / window to substrate.
<br />2. Use #10 PFH sheet metal screws or greater through frame with
<br />sufficient length to penetrate a minimum of three (3) threads beyond
<br />metal substrate (Min. 18 Ga., Fy = 33 ksi).
<br />3. Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all loads to the structure, The host
<br />structure is the responsibility of the architect or engineer of record for
<br />the project of installation.
<br />4. Fasteners are not required in the sill.
<br />Sj 02/24/2010 j'ELDV N 3737 Lakeport Boulevard
<br />� wN Br: srALE: J � �► �+ 1� Klamath Falls, OR 97601
<br />Tetrlaff NTS (541) 882 - 3451
<br />-� ED BY: TITLE:
<br />AIWROVED AY: Builder's Aluminum (4100) Single Hung
<br />T)PR07ECT Na.: Steel Stud Installation (52.12511 x 72.00")
<br />�
<br />IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET
<br />tsers MY44099 Venice Window Division 13A4100_NCTL210-3656-
<br />
|