|
IL, _ _._ ,1 I - I1"-1_IL ___ 1 11 , I I I
<br />A m
<br />ApplkaUun type
<br />Code version
<br />Anpliratton Shihis
<br />Comorellt.:
<br />Arcill
<br />Product Manufacturer
<br />Mldir r./Phonr/F-nlaII
<br />Authorized signature
<br />Technical Rrgxeseutjuve
<br />Addrese/Phone/Lmall
<br />Q,1,11i1y Atiaman(.e rLt pres„Iffulive
<br />A(.Idr esz:J Phone/Fnlall
<br />Category
<br />SuLX:a tegor y
<br />Compliance Mr_ulud
<br />['.Prtfficatlon Agency
<br />Validated By
<br />Retrmnii Standard and Year (ot Standard)
<br />Equivalence of Product Standards
<br />certiflecl By
<br />FL1.0970 R7
<br />All u1 iwr
<br />2017
<br />Approved
<br />JLLD WLN
<br />3737 Lakeport Blvd
<br />Klamath Fall OR 97601
<br />(800) 535 3936
<br />fbc 1@)cld- wen.com
<br />Jdsuo Kalluila
<br />tbcl@)eld wen.com
<br />1FI D WFN Corporate Custoruer Selvk:e
<br />'3/31 Lakeport Blvd.
<br />Klamaul Fdlls, OR 97601
<br />(B(10) S3'r3936
<br />cuulnrneruel vlceagentsplleld-wen.com
<br />Windows
<br />Slogle Ilung
<br />Certfication Mark of Listing
<br />National Accreditation & Management Institute.
<br />Naliulml Awedil pion & ManagPment Tnistitula
<br />Standard Year
<br />Ins 202 1994
<br />wo
<br />I affirm that there am no charlprs In tfir new
<br />Florida Building Code which dffCWt my pinducf(N) and
<br />my prvduct(s) are In compliance with the new Florida
<br />Building code.
<br />Docinrlenldlion floor aprrovF l Fv.rlualiun (,I Vali(Li Erdity r..
<br />Ycr.: r No N/A
<br />Product. Alynoval MelhnrI Method 1 Option A
<br />Pair silllrnitli-d 07/10/2017
<br />i U_ VdlidduAl 0//10/'2U1/
<br />Date- Pending I BC Approval
<br />Dull_ Appliovell 07/15/2017
<br />-- --- - --- - - MASONRY
<br />414• MAX. ° "° °" `"" (NCTL 210-3656-1A)
<br />14 3/8" CORNERS 4 A
<br />O.C. MAX. I I I 1 L�• -
<br />M1N.
<br />d
<br />_ ENBEDFIENT
<br />12
<br />3/8' MAX 11/4' MIN. EMBEDMENT- 3 / SHIM MAX
<br />-I
<br />D.C. , SPIN
<br />SPACE
<br />MAX. >3)
<br />0 SPACE. I
<br />'aN ENIE d T2
<br />ttn z �z• p c
<br />a.Nl 4 rt a IT
<br />i\
<br />7'• BE. CORNINGLICnNr
<br />n 1199 SI-
<br />_ GLAZrNG DErAu. a
<br />IYPICAI VERTICAL� a
<br />FRAME SECTION
<br />NOTE, (;sulk bet•tfn
<br />NS Ond OO.14nQ.
<br />- _ CORNING 1
<br />11" C0
<br />'F 1199 SILICONE
<br />/! • man TYPICAL HORIZONTAL
<br />FRAME SEC Ill
<br />NOTE C9ulk bftraen unit and aptning.
<br />-- - - -'
<br />-_ - GLAZING DETAIL-
<br />3 1/4• AIAX
<br />p" Max Frarle DP IMPACT
<br />�-•---WINDOW WIDTH (SZXI" MAXJ___� -- SPACE52
<br />swx 72' +50/-50 NM i
<br />V
<br />TYPICAL NATION 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 (IRC), the International Residential Code pRC'„ the Florida Building 2. Use 3/16" Tapcon fasteners through frame with sufficient length to
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the ponetrate a minimum of 1 1 /4' into the concrete (Min. fc -- 3000 psi)
<br />industry standard requirements for the staled conditions, or masonry (Conforms to AS I M C90).
<br />• All glazing shall conform to ASTM L1300. 3. Host structure (.wood buck, stud framing and opening) to be designed
<br />• Minimum nominal glazing: 3/16" monolithic or 1/8" insulated and anchored to properly transfer all loads to the structure. The host
<br />• Installation rnethods 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 installatioi i.
<br />protection is required by local building code. 1 till 4 Fasteners are not required through the sill.
<br />• Maxirnurn sizes are buck / net sizes and do not include f1Zs q s�
<br />This schedule addresses oniv the fasteners required to anchor the product to PR(UE('I ENGINEBB DATE:
<br />achieve the rated design pressure and impact performance (where appbcable) up `ACC 02/24/2010 7■`�w.7 3737 Lakeport Boulevard
<br />' \G.�N - wN ov - - ELy *. FjN Klamath Falls, OR 97601
<br />J
<br />�•'i, SCALE.
<br />o the size limitations noted, It is not intended as a guide to the installation : b , . O `A Tetzlaff NTS (541) 882 - 3451
<br />process and does not address the scaling consideration that may arise in different j N ��jj�� 7
<br />. Xul by TITLE:wall conditions For the complete installation procedure, see the instruclionE * et �
<br />packaged with the window or go towwwjeld•wencom/resources/installatiion. 'o T r) Ai716VEUDVi Builder's Aluminum (4100) Single Hung
<br />Y'
<br />�` 4 i rran'ErT No,: Masonry Installation (52.125" x 72.00")
<br />This drawing and its contents are confidential and are not to be reproduced or ,,. ��
<br />F ("r GtaED�44• G
<br />copied in whole or in part or used or disclosed to others except as authorized by w mcnnnr"
<br />w. MnN rvM SAND I. UT1oN: tAo owG. Nil. v sHEF
<br />JELC-WEN, Inc. ���.j,NF 1pf,u'i�' t �� MY44n99 Venice Window Division 110D_NCit210.3656• 011 of 5
<br />roll l=I^ Mu4;nr IJ1AFJa/n
<br />A' MAX.
<br />FROM
<br />CORNERS
<br />V
<br />L1/4" MAX
<br />O.C. SPIN
<br />MAX. \ \ SPACE
<br />1 lamrurt
<br />DOW CORNING
<br />'-Yt- "" SILICnEIE
<br />GLAZING DETAIL
<br />IYPICAL VERTICAL
<br />FRAME SECTION
<br />NOTED Caulk ("ftreen
<br />unit and openin0.
<br />yN. DOW CORNING
<br />- 1199 SILICONE
<br />: // / aAntjlrtS
<br />GLAZING DETAIL
<br />If4• NAX
<br />m a.
<br />WINDOW WIDTH (5216" MAX.)
<br />• I he product snown herein is designed, tested and manufactured to
<br />corTlply with the wind load criteria of the adopted International Building
<br />Code (,BC), the International Residential Code (IRC), the Florida Building
<br />Code incl ud n the ' q e "High Velocity Flue i ' g ty rcene Zone" (FiVHZ) and the
<br />industry standard requirements for the stated condibons.
<br />• All glazing shall conform to ASTM E 131
<br />• Minimum norninal glazing: 0/i 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 />• Maxir-num sizes are buck / net sizes and do not include fir����,�1 11 gl 2z�i
<br />This schedule addresses only the fasteners required to anchor the product to ��
<br />achieve the rated aesign pressure and impact performance (where applicable) up �� G�
<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~ (\( a 7
<br />wall conditions. For the complete installation proceduro, see the instructions *^
<br />packaged with the window or go to www. eld.-wan.corn/resourcesAristallation. '' T
<br />This drawing and its contents are confidential and are not to be reproduced or q."
<br />copied in whole or in part or used or disclosed to others except as authorized by .t
<br />wiz 1d', A
<br />JELD-WEN, Inc. )j a4N fix-
<br />ruFFf�A}AUT:1'JD.ATx7JrCM12B
<br />14 3/8"
<br />4K' MAX.
<br />FROM
<br />CORNERS
<br />NAIL FIN
<br />(NCTL 210-3656-1A)
<br />1/4' MAX
<br />SHIN
<br />SPACE
<br />TYPICAL HgRi ONiAL I
<br />FRAME SECTION
<br />NOTE. Caulk betwen unit and optranp J
<br />SPACE
<br />Max Frarle DP IMPACT
<br />-4) 1 52Y' x 72" 1 +50/-50 1 NO
<br />r
<br />Installation Notes:
<br />1. Seal nail tin to substrate.
<br />2. Use #8 PH or greater fasteners through nail fin with sufficient length to
<br />enetrat caret P rnn1 rn u of 1 �" i i Y lute the r wood framing -
<br />In (Min. -
<br />S.G. ( 0.55).
<br />3- Host structure (wood buck, stud framing end opening) to be designed
<br />and anchored to properly transfer all loads to Ine 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 />(hftp://www jeld-wen.com/newinstallationtechnoINy� for weatherproofing.
<br />5. Window Includes a slip on aluminum 6063 T5 nail fin (typ. wall tlYuckness
<br />.050"). Nail Fin extends approximately 1.258" away from frame.
<br />'AWECT ENGINEER :DATL 24/2010 Jay Liz �� i:�N 3737 Lakeport Boulevard
<br />w*+P+ E Klamath Falls, OR 97601
<br />Tetzlaff NTS (541) 882 - 3451
<br />- HIMD OY: TITr,t:
<br />��` tDENT1FIFR No.
<br />5;d MY44099
<br />-- - - - /SIR pA. MIN.
<br />STEEL S UD
<br />3 Thread
<br />ML, Tlraugn
<br />Q Stud
<br />-1/4' MAX
<br />7" t SPACE
<br />MAX.
<br />iy_ DDv carwNG
<br />1199 SILICONE
<br />GLAZING DETAIL TYPICAL VERTICAL
<br />FRAME SECTION
<br />NOTE- Caulk Mii
<br />unit rind opening
<br />pDV COINING
<br />Z � _ r199 SILICONE
<br />8Fi /
<br />i
<br />GLAZING DETAIL
<br />1/4• MAX
<br />$HIM
<br />SPACE
<br />UM--
<br />WINDOW WIDTH (521111- MAX.) ---I V
<br />4
<br />TYPICAL ELEVATI❑N WITH FASTENERL,
<br />Gonoral Notes:
<br />• The product shown herein is designed, tested and manufactured to
<br />comply with the wind load criteria of the adopted Internalionai Building
<br />Code (IBC), the international Residential Code (IRC), the Florida Duilding
<br />Code including the "High Vclnr:ity Hurricane lone" (HVHZ) and the
<br />industry standard requiremonT5 for the stated conditions
<br />• All glazing shall conform to ASTM F1300.
<br />• Minimum nominal glazing: 3/;;' 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 requited by local building code. t 11111/
<br />• Maximum sizes are buck / net sizes and do not include firi��a} afl s1 �7iz
<br />V
<br />ibis 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 k is not Intended as a guide to the Installation She' �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 in%tructiol * C 7
<br />packaged with the window or go to www.tela-wen.com/resour>_ ,: installation ^ -0 T 4
<br />This drawing and its contents are confidential and are not 10 be reproduced or �O�``�,
<br />copied in whole or in part or used or disclosed to others except as authorized by A 6L
<br />JELD-WEN, Inc.
<br />r c+rlLc Elf
<br />iMENiIL.1I i 7e
<br />Builder's Aluminum (4100) Single Hung
<br />Nail Fin Installation (52.125" x 72.00")
<br />n BA4too_NCTL210-3 %-J 02 Zell-tT 3 of 511
<br />STEEL STUD NAIL FIN
<br />(NCTL 210-3656-1A)
<br />3 Thread MIN.
<br />Through Stud-4
<br />IB 8a. MIN.
<br />STEEL STUD
<br />1/4' SHIM
<br />,--,--SPACE MAX
<br />TYPICAL H❑RIZONTAL
<br />FRAME SECTION
<br />NOTE- Caulk b•ttten unit and optr*V
<br />Max Fri I DP IMPACT
<br />pu. 52 " x 72' +50/-50 NO
<br />�%-STEEL STUD
<br />1. Scat Hall 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 61 nail fin (lyp wall thickness
<br />.050"). Nail Fin extends approximatey, 1 258' away from frai le.
<br />PROGEC-r ENGINEER: nATt 3737 Lakeport BoCllrvard
<br />02/25/2010
<br />• wN nv scuE, II ELD _WEN
<br />Klamath Falls, OR 97601
<br />Tetzlaff NTS (541) 882 - 3451
<br />] D BY:
<br />IOENTIFIFR Ni. PLAM NA
<br />MY44099 VenIC
<br />Builder's Aluminum (4100) Single Hung
<br />Steel Stud with Nail Fin Installation (52.125" x 72.00")
<br />ANn 1 QEATTUN: rPD DY✓r. No.: 1111: SHEET 5 of 5
<br />Window Division BAITZNCT(2to )656- A 01
<br />WOOD FRAME >m 3".4),"
<br />MAX. 3 2 (NCTL 210-3651
<br />FROM
<br />14 3X CORNERS
<br />O.C. MAMAX.
<br />- N1N,
<br />o-- CMBEDMENT
<br />-
<br />12 f I/4' MAX
<br />P Ct4
<br />/ D.C. I t �1i4' MAIL l 1/2' MLN. CMREDNENT-f SPACE
<br />/ MAX. sNrN
<br />\ SPACE
<br />MSI. W...
<br />1 two tt,c
<br />t\ ) Ir
<br />BOV CDRNiNG
<br />SILICONE
<br />� GLAZING DETAIL
<br />TYPICAL VERTigL 3
<br />FRAME SECTION
<br />i NOTE Cautk Ix t•fan
<br />unit .,or opaNng. f
<br />LN•.. UDV GAINING t
<br />I199 S[LICOK
<br />f TYP_I�AL HORIZONTAL
<br />FRAME SECTION
<br />Ni Caulk bltrafn '"t and ope dr,g.
<br />r GLAZING DETAIL _.
<br />f ^
<br />SPA
<br />j/ �"`E Max Frame DP IMPACT
<br />---wilrDDw WIDTH cook' MAx.>--1 (D__ 52 " x 72 +50/-50 1 NO
<br />TYPICAL ELEVATION_ WITH FASTENERS 4
<br />Goncral Notcs: ---
<br />• The product shown herein is designed, tested and manulactured to Installation Notes:
<br />comply with the wind load criteria of the adopted International Bonding 1 . Seal flange / window to substrate.
<br />Code (IBC), the International Hesidential Code (IRC), the Florida Budding 2 Use #10 PFH or greater fasteners through frame with sufficient Ienglkl
<br />j
<br />Code including the "Higri Velocity Hui ricano Zone' (HVH7) and tr'o to penetrate a minimum of '1 1/2" into the wood framing (Min. S C =
<br />industry standard requirements for the stated conditions 0.55)
<br />• All glazing shall conform to ASTM E1300. 3 Hest structure (wood buck, stud framing and opening) to be designed
<br />• Minimumminal noglazing: 3/le" monolithic anchored to ro n II
<br />[hic or 1/8" insulated, properly transfer iera loads to the structure. The host
<br />• Installation methods may be interchanged within the same- open ng, structure is the responsibility of the architect or engineer or record for
<br />• ArI impact 101ec'JVO system is required where wind borne debris the project of installation.
<br />protection is required by local building code 4. Fasteners are not required in the sill,
<br />t tllll/
<br />'1 r I
<br />Maximo �-I i ., I •� 7 s zee are buck ; net sizes and do not include flr�9a �}�a::c �. 7,
<br />This schedule addresses only the fasterers required to anchor the prod', r;t to �� � f i.1 0JECTENGINEER DATE
<br />achieve the rated design pressure and impact performance (where applicabie) up F 02/24/2010 3737 Lakeport Boulevard
<br />••\ •.-N •' -- wN br. sEnl.r: DVEN Klamath Falls, OR 976D1
<br />Inc, limnations It is
<br />-•.'�iM.�JT■
<br />o size noted. not intended as a guide ro the installation T ; 4- O Tetzlaff NTS `� (541) 8t12 - 3451
<br />', ,N
<br />process and does not address the scaling consideration that may arise In different 7 7 / niLE:
<br />wail conditions. For the complete installation procedure, see the instructionscunr:
<br />packaged with the window or go to www.field-wen.com(resources!installation � p t $T�T, 9'F Anwbven'sr: Builder's Aluminum (4100) Single Hung
<br />O "'r..-,�rei�yrp, �� 4' w Wood Frame Installation (52,125" x 72.00")
<br />This drawing and its contents are confdendai and are not to be reproduced or , <` , rAy d E N ;yell R1In(67LCT No.:
<br />.1 I1In6ttii"t
<br />",
<br />copied in whole or in pan or used or dsclosed to others except as authorized by � ot�,,
<br />, TuIE" er
<br />IDLNPLANT n n, rvnvE AND LOCATION: aD owe. Nr,. NrV: setae
<br />�`<<Av
<br />JELD-WEN, Inc. 1 ``��
<br />r T D MY44099 Venice Window Division BA4100 NCTt210.3656- 01 2 of 5
<br />iI 44^ MAX.
<br />14,3/a" FROM w W M' STE4 SIUD
<br />O.C.MAX.
<br />9+ ! . M""f
<br />"wSTtua
<br />/-O.C. 1 S"IM MAX. \ SPACE
<br />>n
<br />D I alllM DETAILI" SC�1
<br />TYPICAL VERTICAL
<br />i = FRAME SECTION
<br />_ NOSCaulk e
<br />It O.d Pening.
<br />My "'id"IItsl
<br />u4•
<br />z
<br />- / 3AZING a7AIL
<br />v4• NAX
<br />�S 14 SPACE
<br />�--- WINDOW WIDTH (531L" MAX.)--� 4
<br />TYPICAL ELEVATION WiTH FASTENER
<br />General Notes: -
<br />• The product snows herein is designed, tested and mariurac: ureo to
<br />comply with the wing load criteria of the adopted International au Idling
<br />Code (IBC), the International Residential Code (IRC), the Florida Building
<br />Code including the "High Velocity Hurricane Zone" (HVI IZ) and if ie
<br />industry staridurd requirements loi ttlu stated conditions.
<br />• All glazing shall conform to ASTM El300.
<br />• MInitTTUin norninal I'
<br />glazmJ /,' monolithic or 1/8' insulated
<br />Installation me -mods abo interchanged w ;tin the same opening.
<br />An impact prolective system Is required where wind borno debris
<br />protection is roquired by local building code.
<br />• Maximum sizes are buck / net sizes and do not include firys�a}t I Iql l 17
<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 interded as a guide to the installation •y�C
<br />process and does not address the sealing consideration Ill may arise in different ; .'N 7Rpt�
<br />Y
<br />wall conditions. For the complete installation procedure, see the hlstrucbon�
<br />packaged with Ine window or go to www 6d-wen comhesources!installation 0 �T T
<br />tr-.AN1(.rryy��t��at�b This drawing and its contents are confidential and are not to br. reproduced or
<br />copied In whole or in part or used or disclosed to others except as authorimd by , J� "net"f4S; G
<br />Jf CLU-WEN, Inc �intin�in%a�Ja
<br />r.N . tN[T97nT
<br />STEEL STUD
<br />(NCTL 210-31
<br />3 Thread MIN.
<br />Through Stud
<br />18 pa. MIN.
<br />STEEL STUUD-SPACE
<br />SHIM
<br />I,N raw o--
<br />NST vz•
<br />t
<br />TYPICAL HORIZONTA
<br />FRAME SECTION
<br />-NOTE' Caulk be<fetn Wt
<br />no W.,ing.
<br />Max game T DP IMPACT
<br />�52x 72"j+50/-50 NU
<br />`fTEEI. STUD
<br />Installation Notes.
<br />1 . Seal flange / window to substrate.
<br />2 Use #10 PFH sheet metal screws or greater through frame with
<br />sufficiont length to penetrate a mininulrn of three (3) threads boyond
<br />metal substrate (Min. 16 Ca , by - 33 ksi).
<br />3 Host structure (wood od buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all goads to the structure The host
<br />structure is the responsibility of the architect or engineer of record for
<br />uTe project of installation.
<br />4 Fasteners are not roquired in the sill.
<br />HI"a1X•1
<br />O s .ALE.
<br />Tetzlaff NTS
<br />A JVEo Av
<br />�U aTrnrtuia l Nn.:
<br />lUENTIFIFR Nn. P"ANT NAME me I
<br />MY44099 Venice Wini
<br />JELDWEN iani Lakeport Boulevard
<br />Itiamath Falls, OR 97601
<br />(541) 882 - 3151
<br />Builder's Aluminum (4100) Single Hung
<br />Steel Stud Installation (52.125" x 72.00")
<br />1T10N' ffU rlW(: Ili.: SFEI
<br />'W DIVISIOn 8A4100_NCTi910-3n56- 0.E✓: 01
<br />_1 •. 7,x.
<br />
|