|
-. - 11 14 1 1 I 1 I _ I I I _ I- !1111, 11 11 it Y_I_ L_ IL1I III rIII I I
<br />I I_ I' ''I 1 7 III 1" i 1 11 1 11 _ _'_1 __ I. I I I I_ I I.I I 1 1 1 1 1 1
<br />Y
<br />FI it
<br />ApplkdIJuu Iype
<br />Code Ver Sloll
<br />AppllcaLl SL!Lus
<br />C:ul IIIne11tS
<br />Archived
<br />PiudULL Manufacturer
<br />Address/Phone/Roan
<br />Au Choi ized Sig na W i e
<br />Tedinlull Rgnewentative
<br />Address/Phone/ lYnail
<br />Qnallty ANsrnance Repiesentativa
<br />AdLdr esN/ PI lone/ Finail
<br />(!AtE.gory
<br />Subw toga y
<br />Compliance Method
<br />Certification A(Il
<br />Validated By
<br />Referenced Standard and Year (of Standard)
<br />LquivulenLe of Pruduct Stancllyds
<br />Certified By
<br />FL10970 R7
<br />AffhmdLlon
<br />2017
<br />Approved
<br />JUL) WLN
<br />3737 Lakeport Blvd
<br />Klamath falls, OR 97601
<br />(800) 535-3936
<br />floc 1@ leld- wen ,Conn
<br />Jason Kantnla
<br />ftxa0ldd- wcn.com
<br />JELD WEN Coipurdte Cusloinei Seivke
<br />3737 Lakeport Blvd.
<br />Klanalfi Falls, OR 97601
<br />(HOIJ) S:1S-a936
<br />ulslonllasra vLLcagen L•;Inddd-wen.wm
<br />Windows
<br />Single (lung
<br />W, 6fica Uori Markur Lw lg
<br />National Accreditation & Management Instil
<br />National Acu edltatlon & Manager»cnt Tnstltute
<br />Standard Year
<br />IAS 202 1994
<br />v
<br />I affirm that tfierc are no changes In the new
<br />Florida Buikding Cone which aftP J u!y pitxluct(s) and
<br />my rxndi rhr) are In Compliance with the new norlda
<br />l lldhlg Code.
<br />Da:unwnta Non from approved Evaluation of Valid ition Ent-ty
<br />Yes No N/A
<br />Prorlud All ua vat Method Methocl 1 Option A
<br />Date_ Submitted 07/10/2017
<br />Idle Validated 0//10/2u1/
<br />Dale Pen dhgd 113C Approval
<br />Date Aprxnvwf 07/15/2017
<br />-- MASONRY
<br />+4. MAX. ° eNreo Mr evr (NCTL 210-3858-1A)
<br />U J/8" CORNERS FROM 4
<br />D.C. MA%. I V4•
<br />d MN
<br />_ EMBEDMENT
<br />V4�
<br />12
<br />/8'1/4• pax t 1/4' MIN EMBEDMENT-{ 1/4' Max
<br />D.C. , SNIn I-NMAX. SPACE
<br />SPACE.
<br />/Y
<br />0 - o� a t 21Wi2•
<br />O V I
<br />I ta.a! me a
<br />Dpv CORNING '
<br />GLAZING DETAIL C
<br />d
<br />TYPICAL VERTICAL
<br />r FRAME SECTION
<br />fie NOTES QS CaPr.Q. Nt OMd OpeH
<br />DOW CO1hJING t
<br />1199 SILICONE
<br />TYPICAL HORIZONTAL
<br />FRAME SEC IILIN
<br />NDTD Caulk b.teeen "nit and opening.
<br />1 GLAZING DETAIL ..... .._ .-._.---...___.
<br />3 1I//1` MAX
<br />I WIDTH (say MAX.)__ SPACE Max Frame DP IMPACT
<br />--WINDOW - 152Ygl x 72" +50/-50 1 NO
<br />TYPIPP NE ATI❑N WITH FASTENERS
<br />General Notes:
<br />• The product shown herein is designed, tested and manufactured to Installation Notes:
<br />comply with the wind load criteria of the adopted International Building 1 . Seal flange / window to substrate.
<br />Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use'/n" Topcon fasteners through frame with sufficient length to
<br />Code including the "High Velocity Hurricane Zono" (HVHZ) and the penetrate a minimum of 1 1/4' into the concrete (Min. fc = 3000 psi)
<br />industry standard requirements for the stated conditions. or masonry (Conforms to ASTM C90).
<br />• All glazing shall conform to ASTM L1300. 3. Host structure (wood buck, stud framing and opening) to be designed
<br />• Mlnirnurn nominal glazing: a/1," monolithic or 1/8" insulated and anchored to properly transter all loads to the structure. The host
<br />• Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for
<br />• An impact protective system is required where wind borne debris the project of installation.
<br />protection is required by local building code. II IIF 4. Fasteners are not required through the sill
<br />• Maximum sizes are buck / net sizes and do not include fris%a} g s�fh7
<br />This schedule addresses only the fasteners required to anchor the product to ♦♦ �� PROJECT ENGINEER: DATE:
<br />3737 Lakeport Soule ♦ earl
<br />r performance I 02 24 2010
<br />achieve the rated design assure and impact a ormance where applicable) e u
<br />9 P P P ( Pa ) P •• \ •• r wN BY- -- sale JELJ7 Y I i.aN Klamath Falls, OR 97601
<br />i4
<br />to the size limitations noted It is not intended as a guide to the installation.Z' ; % O TetLlaff NTS (541) 882 - 3451
<br />process and does not address the sealing consideration that may arise In different. / N /7 7 f
<br />wall conditions. For the complete installation procedure, sea the instructions * �r _xaJ u' r r
<br />packaged with the window or go to wwwteld-wen com/resources/installation. Z -0 T T 9� aaRRovEDer: Builder's Aluminum (4100) Single Hung
<br />- �C�. �TrPAOJEr Na: Masonry Installation (52.125" x 72.00")
<br />��w
<br />This drawing and its contents are confidential and are not to be reproduced or ry
<br />C`
<br />LUIIJGt/fESE. EJL --
<br />copied Irl whole OI In part Or used Or disclosed 10 others except as authorized by ��A1�
<br />q�,rI�, ,♦♦♦ IDENTIFIER rya. PANT Wore AND L"NON: CAD nwr,. N,1.. Rrv: SNFr�
<br />JELD-WEN, inc. 19!tu:iA rmw AT' Gie MY44099 Venice Window Division aA41W NCTL210.3606• A 01 1 of 5
<br />A' MAX.
<br />14.3/8- FROM
<br />I.C. MAX. �ORNERS
<br />T-
<br />13" 1 SPA MAN
<br />MAX. SPACE
<br />DOV CORNING
<br />s 4'e U99 SLLICnK
<br />GLAZING DETAIL
<br />TYPICAL VERTICAL
<br />FRAME SECTION
<br />NOTE, Caulk bet ... n
<br />T unit and opeNr!g,
<br />8 _ a.
<br />V7DOV CQiNMG
<br />3
<br />It"SILICONE
<br />��-
<br />I w.n�prt
<br />/
<br />NAIL FIN
<br />(NCTL 210-3656-1A)
<br />1/4' MAX
<br />SHIM
<br />SPACE
<br />TYPICAL H❑RIZ❑NTAL
<br />/l I FRAME SECTI❑N
<br />GLAZING DETAIL NOTE' Couik betr•en unit and
<br />1/4' MAX '-- opening . ._
<br />wlNoow- w1DTH �5y�• MAx,)
<br />m""'T v�i• V
<br />TYPICAI ELEVATI❑N WITH FASTENER 5
<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/,o' 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����,}1 glts�2��
<br />This scliedule addresses only the fasteners required to anchor the product to ♦♦ ,Q
<br />achieve the rated design pressure and impact performance (where applicable) up ♦♦ �Q ,. "
<br />to the size limitations noted. It is not intended as a guide to the installation Z ; • \/.
<br />process and does not address the sealing consideration that may arise in different` N a 7$/
<br />wall conditions. For the complete installation proceduro, see the instructionZ
<br />packaged with the window or go to www jeld-wen.cwm/resourcesfiinstallation-
<br />This drawing and its contents are confidential and are not to be reproduced or �O� rolq e v e
<br />copied in whole or in part or used or disclosed to others except as authorized by �i��}�{?'Ly
<br />JELD-WEN, Inc. �,gANNAf,o]
<br />"weE c 14 W?wnZA
<br />14 3/5"
<br />41S' MAX.
<br />FROM
<br />CORNERS
<br />os nr v..uL
<br />SHIM
<br />SPACE
<br />Max Frame I DP IMPACT
<br />-.� 52 " x 72" +50/-50 1 NO
<br />T
<br />Installation Notes:
<br />1 . Seal nail fin to substrate.
<br />2. Use #8 PH or greater fasteners through nail fin with sufficient length to
<br />penetrato a minimum of %" into the wood framing (Min. S.G. = 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 the
<br />project of Installation.
<br />4. We recommend using Tegratite" installation
<br />/www.'eld-wen.coin/newinstallaticntechnology!) for weatherproofing.
<br />5. Window includes a slip on aluminum 6063-T5 nail fin (typ wall thickness
<br />z .050"). Nail Fin extends approximately 1.258" away frorrl frame.
<br />PRO7FtT ENGINEER: DAI E:
<br />02/24/2010 E �N 3arn Lakeport Boulevard
<br />97601
<br />' O Tetzlaff SCALE. NTS J L Klamath Falls, OR 97601
<br />(5,11) 882 - 3451
<br />c D av: rITLE:
<br />AP
<br />RRCVED BY. Builder's Aluminum (4100) Single Hung
<br />RC)ECrNo.: Nail Fin Installation (52.125" x 72.00")
<br />R ♦♦♦ IDENTIEIER W. PLANT NAML AND LOCATTON: CAD DWG. No.: ICLv: E
<br />lot zin�gsrs MY44099 Venice Window Division BA4100_NCTL 210-3656 A 02 SHET .1 of 5
<br />^.. ISIT MIN.
<br />sTE�'i STUD
<br />3 Thread
<br />MIN. Tr
<br />Stud
<br />/ `SPA Max
<br />/ 7" 1 SAPAPa
<br />D.C. � \
<br />MAX.
<br />1 /•'urn"
<br />DDV CORNING
<br />i =vr it" SILICONE
<br />7 GLAZING DEraLL TYPI�AL VERTICAL
<br />FRAME SECTTnN
<br />NaTD Caulk oet•.en
<br />unit and dP.-G.
<br />yM`I _ DOW CaRNING
<br />/ 1199 S1lIr.OE
<br />l
<br />GLAZING DETALL
<br />1/4' MAX
<br />SHIM
<br />...-. /-SPACE
<br />WINDOW W10TH (52)6" MAX.)
<br />4
<br />TYPICAL ELEVATI❑N WITH FASTENERS
<br />Gonoral 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 lone" (HVHZ) and the
<br />industry standard requirem;.mts for the stated conditions
<br />All glazing shall conform to ASTM F. 1300.
<br />• Minimum norninal glazing: 3/16" 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�ssa}t tllgffs�. 1
<br />This s(:hedulo 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
<br />process and does not address the sealing consideration that may arise in different: :%N 7•
<br />wall conditions. For the complete installation procedure, see the instructions
<br />packaged with the window or go to www.field-wen.com/resources/installabon. 10 T
<br />O
<br />This drawing and its contents are confidential and arc not to be reproduced or ��EJUNy T,vfD
<br />LUIfaDtl!RJrS, rvi
<br />copied in whole or in part or used or disclosed to others except as authorized by N BL �,
<br />JELD-WEN, Inc.JI
<br />FOP[C ffIkIZAI
<br />STEEL STUD NAZI, FIN
<br />(NCTL 210-3656-1A)
<br />3 Thread MIN.
<br />Through Stud
<br />--+-�-
<br />18 ga. MIN. 1/4' SHIM
<br />STEEL STUD_ _SPACE MAX
<br />V -
<br />V SV
<br />FYPICAL HORIZONTAL
<br />FRAME SECTI❑N
<br />NDTE• Caulk b•t•een unit and opening,
<br />Max Frame DP IMPACT
<br />52 e" x 72" +50/-50 NO
<br />SIB EL STUD
<br />STEEL STUD
<br />1. Seal nail fin to substrate.
<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 />7
<br />PF.I.ECT ENGINEEn, DATE v
<br />02/25/2010 JELN 3737 Lakeport Boulevard
<br />"pO . st ALF Klamath Falls, OR 97601
<br />Tetzlaff NTS (541) 882 - 3451
<br />U BY'. TITLE:
<br />APPROVED BY Builder's Aluminum (4100) Single Hung
<br />4u RT1PRaecr No.: Steel Stud with Nail Fin Installation (52.125" x 72.00")
<br />\♦` IULN I IEIFN No. PLANT NAME AND I COITION: rID DWG. iu.: REV' SHEET
<br />MY44099 Venice Window Division BA4100_NCTL210.3G5fr A O1 5 of 5
<br />4v' MAX. -- 3
<br />11 S/8' FROM ORNERS
<br />C
<br />O.C. MAX.
<br />12
<br />S/e' 1 1
<br />D.C.
<br />MAX. �
<br />' I
<br />s I
<br />v
<br />C�
<br />s
<br />r!
<br />I
<br />�- WINDOW WIDTH (Ullil' MAX.)-_
<br />TYPICALTYPICAL ELLVATION WITH FASTENERS �- 4
<br />General Notes,
<br />• The product shown herein is designed, tested and manufactured to
<br />comply with the wand load criteria of the adopted International tluccing
<br />Code (IBC), the International Residential Code (IRC), the Florida Budding
<br />Code including the "High Velocity l lurricane Zone' (HVH) and trio
<br />industrystandard requirements for the stated conditions
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing: a/16" monolithic or 1/8" insulated.
<br />• Installation rnothods rosy be interchanged within the same opo-lning.
<br />• An irnpac;t 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 firys�a}t t f 1g
<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 />P �
<br />Fore Cot Nn
<br />\ENBEDMENT
<br />SMJn
<br />� SPACE
<br />I In.r MR
<br />1 1
<br />COv CORNING
<br />-M• u99 S1L[LWrC
<br />GLALIND DE NAIL
<br />TYPICAL VERTICAL
<br />FRAME SECTION
<br />WOOD FRAME
<br />(NCTL 210-3656-1A)
<br />I/1' MAX
<br />SHIM
<br />1 112' MIN EMBEDMENT- SPACE
<br />qn EAi
<br />NST &••
<br />NOTE CaAand e
<br />unit and opening.
<br />DDV c0!N ING t
<br />1199 SILICONE
<br />TYP1l H❑RIZONTAL
<br />FRAME SECTION
<br />NOTE- Caulk between unit and opening.
<br />GLAZINGDETAIL
<br />v+• ewx
<br />//- S'"EEI Max Frame DP I IMPACT
<br />52 " x 72' +50/-50 1 NO
<br />-- ---- - ---- I
<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.C. _
<br />0.55).
<br />3 1 lost structure (wood buck, stud framing and openings) 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 />to the size dim^ations noted. It is not intended as a guide to the iIl Tetzlaff
<br />nstallation -Z' : ��C �; r0 w 7'__ -'
<br />process and does not address the scaling consideration that may arise In differant= x N ..7%3 7$% t 51 BY:
<br />wail conditions For the complete installation procedure, see the instructionE * <• _ _
<br />packaged with the window or go to www.field-wen.can/resources!installabon = ygT I�� ANw vm sr:
<br />�,"•' q b • • �� �
<br />This drawing and its contents are confidentiai and are not to be reproduced or y E �T ;;,>H ��ZARTMROIECT No.:-
<br />i copied in whole or in part or used or disclosed to others except as authorized by ILG1FIDoNLttS. �� u yINC
<br />��D p�„ ♦�
<br />JELD-WEN, Inc. nw�7�A Ora oH1ui}in1�N` n1 iMY44099
<br />r--
<br />4)1" MAX.
<br />FROM
<br />1 C.3MIA -I_ CORNERS
<br />O.C. MAX. T�
<br />SCAN 4/2010 iE ��T lane Lakeport
<br />OR levard
<br />SFAI F: -J� l� Klamath Falls, OR 97601
<br />NTS (541) 882 - 3151
<br />IF LE:
<br />Builder's Aluminum (4100) Single Hung
<br />Wood Frame Installation (52.125" x 72.00")
<br />PLANT NAME AN U LOCATION: GD DWG. Nn. NEV'. S77 2 of 5
<br />Venice Window Division BAAtOO NCTL210-355%6- A 1
<br />-r lb Ba M"
<br />SIM STDD
<br />1Meatl
<br />MIN TNauph
<br />T stop
<br />7 O.C. `SINK Mal
<br />1 MAX. SPACE
<br />f
<br />1 r 7•
<br />-- DEW CIHMING
<br />D- - _ e GLAZING DETAIL I99 S0.1GDNt
<br />TYPICAL VERTICAL_
<br />FRAME SECTION
<br />-- NOTE[oink b.tNeen
<br />..N and opening,
<br />nor GD"NING
<br />D99 IILIEO,E
<br />Z
<br />f
<br />GLAZING DETALL
<br />VM%
<br />r•- SNI I�N 4SPACE
<br />AX
<br />6>-
<br />�--- WINDOW WIDTH (52x" MAX.)_1 4
<br />TYPICAL ELLYATION,WITH FASTENFRC
<br />General Notes
<br />• I he product shown herein is designed, tested and rrarluraciurea to
<br />comply with the wina load criteria of the adopted International Huilding
<br />Code (IBC), the International Resident,al Code (IFIC), the Honda Budding
<br />Code including the "High Velocity Hurricane Zone` (HVI+L) ano the
<br />industry standard requirements lu! 4le stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing a/Je" monolithic or 1/8" Insulated.
<br />• Instafiation methods rnay be interchanged within the same opening,
<br />• An impacl protective systern is required where wind borno debris
<br />protection is required by local building code.
<br />• Maximum sl/es arc buck / riot sizes and do not include firiviII }t t I I9d f�7
<br />This schedule addresses only the fasteners required to anchor the product to ;♦♦J,•
<br />achieve the rated design pressure and impact performance (where applicable) up ♦ Q
<br />to the �/ Pd
<br />size limits' hens noted. 1 ' C<
<br />I Is not intended i \. dad as a guide to the install.:
<br />Process and does not address the sealing consideration that may arise in different.' N 7�
<br />will conditions For the complete installation procedure, see the instrucbonz III
<br />packaged with the window or go to) w aid-wen.com/resourceslRistallation.
<br />This drawing and its contents are confdcential and are not to be reproduced or
<br />copied in whole or in part or used or discosed to othr.rs except as a
<br />JELD-WEN. Irc uthorized by
<br />I t.sLG5ltii�l ;�
<br />STEEL, STUD
<br />(NCTL 210-3656-1A)
<br />3 Threod MIN.
<br />Through Stud �- +
<br />16 go. MIN.
<br />STEEL STUD
<br />IN [•� u � 1
<br />.Ir yr M
<br />t
<br />TYPICAL HORI PINTA
<br />FRAME SECTION
<br />NOTE- Coulk beta".. unit and opening
<br />1/4' SHIN
<br />SPACE MAX
<br />Max Frame DP IMPACT
<br />SP a" x 72' +50/-50 NQ
<br />19 ggnn KIN
<br />s T131 slue -
<br />Instailation Notes:
<br />1 . Scat flange / window to substrate.
<br />2. Use #10 PFH sheet metal screws or greater through frame wil
<br />sufficient length to penetrate a minimum of throe (3) threads beyond
<br />metal substrate (Min. 18 Ga., r-y - 33 ksi).
<br />3, Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored In 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 rot required in the sill.
<br />;A 02/24/2070 JELL EN (Jam Lakeport Boulevard
<br />WNNv: SCALE: Klamath Falls, OR 9760I
<br />tt Tetzlaff NTS (541) 882 - 3151
<br />CI_ Eb NY: tIl TMU:
<br />AP Over)AY Builder's Aluminum (4100) Single Hung
<br />Steel Stud Installation (52.125" x 72.0011)
<br />RirvaolEtr Na.:
<br />`\♦ IDENTIFIER No. PLANT NAME 4NI' It zAnlW $NEt1 4 of 5
<br />2„u MY44099 Venice Window Division 8�141001JCA21a3o% 01
<br />
|