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HomeMy WebLinkAboutProduct Approval (2) RECEIVED CT JUL 3 12018 CONCRETE/MASONRY INSTALLATION ,DULcie Cou ermitting .2 SEE ANCjOF&T FOR FASTEN 4 THRU HEAD/SILL FROM IN—NT CORNERS 1 1/4" MIN. EMBEDMENT 1/4- MAX SHIM SPACE —16" D.C. 2 1/2" MINIMUM MAX TYP 0 0 EDGE DISTANCE 2 THRU JA6 1=0[25-11 .1.7 Il.ft14—1-10:[CE11 OD w DM�RWNG GLA21NG DETAIL Ir Scolez 21 0 11 0 VERTI=SECTION 1 0 0 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION ,6 LL-----DOOR WIDTH: 71-3/4" -7 Max Frame DP IMPA C, —65 1 YES TYPICAL ELEVATION WITH FASTENER SPACING 171 3/4 X 79 13/161 +50/ 31 WINDZONE 3 Installation Notes: General Notes: I- Seal flangleflirame to substrate. I- The product shown herein Is designed,tasted and manufactured to comply with the wind load criteria 2. Use 1/4'Elco Tapcon or equivalent fasteners through the pre-drilled holes in the head/sill tracks at the of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida center(2)towers with sufficient length to penetrate a minimum of 11/2"into concrete or masonry at Building Code(FBC)excluding HVHZ and the industry requirement for the stated conditions. each location with a 2 1/2"min.from edge distance. For concrete(min.fe=2000 psl)or masonry 2. All glazing shall oonform to ASTM E1300. substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing Is 4.8mm tempered-10.0mm alrspace-4.2mm tempered-2.3mm PVB 3. Host structure(wood buck,masonry,steel)to be designed and anchored to property transfer all loads Interlayer by Dupont-4.2mm tempered insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of Installation. .,r-S F. /Vn FROIJECr ENGMEER:* DATE: 3737 LAKEPORT BLVD. % 12/ KLAMATH FALLS OR,97601 �3—/,2 7 This sdIedule addresses only the fastaners mquired to andw the unit DRAWN BY: SCALE: T �01 JELD WEN PHONE: (800)535-3936 to adlow the rated design pressure and Impact parkarance M= 7 11HAWKINS applicable)up to the size limitations noted.it Is not Intended as a guide QIIEWD BY- TrrLE: to the Installation p=m and does not address the Sealing D.CROWELL consideration ft!ffW aft In different wall oordWa.Forthe jr�- Z AZ Premium Vinyl Multi-Slide Patio Door complete Installation procedure,sea die Instrudons packapeci with the 3 APPROVED EFY., unit or go to www.jelcl-wen.wWresouronfinstalldon. 1GOOSSEN 2-Panel 2-Track OX Stack DISCLAIMER: PART/PROJECr No.: ThI3 drawing and Its cofflants am con1deritial and eve not to be HE N D014906 reproduced or copied In whole or In part or used or disclosed to oftm , NX % IDEN13FIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: S11EEr 1 398 E t ite 338 G09 PremV1nylMTSLDR2 Ced A except as authorized by JELD-WEN Inc. D n i 1AX3 004u 60.02-301-47 Venice-FL I J_ NAILFIN / THRU JAMB INSTALLATION S/f'YININUY [DDC D6tANCL 4 � 3 4 MAX. 1 4" MAX 12 1/2"O.C. MAX I1— - �—FROM t t 2•mn. 1 1/2" MIN. / TYP. NAILFIN I I CORNERS 2 EMBEDMENT A SHIM SPACE 6NIY 3P.EE O.C, D ° r EDGE'DISTIANCE MAXN �J MAP. \ / F THRU NAILFIN I I 1.000[25.4..] 3 .I53 ["'] .00[2..-1 M .187[6.8..] ASS[4.2..] 1 1/2" MIN. f3 EMBEDMENT rrrC��^^^���----0 CM O 97 BREI DU r ,887[26.3..] 1- V 2 03 CO 0 5 _ 205 E3 CO8NM0 1 E] GLAZING DETAIL '2 SOaI•:2:1 0 0 FRAME SECTION MPI VERTICAL SECTION FRAME JAMB SECTION (TYP) NOTE:C..Ik W...N°III.g Flange HORIZONTAL SECTION &WD°d Opening. NOTE: Caulk between Nailing Flange & Wood Opening. V DOOR WIDTH: 71 3/4" —J SM. .m"CE TYPICAL ELEVATION WITH FASTENER SPACING 2 a EMU,—� N8/U1/ Y'n ' 3 Max Frame DP IMPACT 3/f'VI 71 3/4 x 79 13/161 +50/-65 1 YES 1 I/2'YDL [YE[DY[NT WINDZONE 3 Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#8 PH or greater fastener through the nailfin with sufficient length to penetrate a minimum of 11/2" of the adopted Intematlonal Building Code(IBC),the International Residential Code(IRC),the Florida Into the wood framing. For 2x wood frame substrate(min.S.G.=0.42) Building Code(FBC)excluding HVHZ and the industry requirement for the stated conditions. 3. Use#8 PH or greater fastener through the pre-drilled holes in the head/sill tracks at the center(2) 2. All glazing shall conform to ASTM El 300. towers with sufficient length to penetrate a minimum of 11/2"into the wood framing.See additional 3. At minimum,glazing is 4.8mm tempered-10.0mm airspace-4.2mm tempered-2.3mm PVB details for location and spacing. Interlayer by Dupont-4.2mm tempered insulating glass. 4. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 4. Use structural or composite shims where required. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F.No ej4Reason:I am approving #� Date:201&0108 17:42. bt e tF, I '//I ```��� ••\G•• •• ••�.� ice' PRDIECT ENGNEER: DATE:12/13/2017 3737 LAKEPORT BLVD. • : O DRAWN BY: sem: JELDrWENKLAMTH FALLS OR,97601 rn�Rctledule�dn�asesor[lyuleresterle[eraqulr�toalxtaru[ew[t O. 7 J.HAWIQNS NTS PHONE: (800)535-3936 to achleve the rated des�n pressure and Impact pedamunca{where aMcable)TIP to the she Ilmltaflorm noted.It Is not Intended as a gulde * M* MEMED BY: TITLE: to the Installation process and dow not mess the seeing — D.CROWELL consideration that may adseIndiiNfardwallcondiiuons.Forth — T T : = APPROVED BY: Premium Vinyl Multi-Slide Patio Door - . � .e complete Installation procedure,cies the hatrudlore packaged wW1 the � • � annargotowww.Jeldlven.mmlresourcasAns�tletion. % O '•••• L Q pP;.' `� J.GOOSSEN 2-Panel 2-Track OX Stack DISCLAIMER ••'••.. .••' \ ♦ PART/PROJECIF No.: This drawing and b contents are catdldentW and we not to be HEr1�IlJNN ]Y� �� D014906 I'MOd=BPI saad or ftdywholeOrinpadrousedordExbsedtoothers lift r ik 33004 ite 338 IDENTIFIER No, P Venice-FL E AND �co CAD Vin MTSLDR2Cert sHEEr exceplesautho[hedbyJELDWF1JInc. 398 East A Dania THROUGH FRAME 3INSTALLATION /o EDGE DISTOANCEMM S SEE ANCHORING OWNS 2 FOR FASTENER LOCATIONS 4" MAX. FROM THRU HEAD/SILL ,1/z•Ylx. 1/4- MAX CORNERS 1 ppBMONT SHIM SPACE SHIY SPACE 3 p 16" 0'C. 3/4" MINIMUM MAX TYP. EDGE DISTANCE 2 THRU JAMB 1.000[25.4mm1 I `Et S SDOW .IImm] � .18][69mm [4. .] M 1 1/2" MIN.EMBEDMENT ,987[t5,3mEm] D�p5CORNING = GLAZING DETAIL � Sable: 2:1 p O 0 O FRAME SECTION(TYPI VERTICAL SECTION FRAME JAMB SECTION (TYE) HORIZONTAL SECTION /.• sbu V= —DOOR WIDTH: 71-3/4" 1 3 ,1�i•YN. Eu Ducx! TYPICAL ELEVATION WITH FASTENER SPACING 2 !/d'YINIYUY Max Frame DP IMPACT 71 3/4 x 79 13Z161 +50/-65 1 YES WINNONE 3 Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#14 PH or greater fastener through the predrilled holes in the head/sill tracks at the anter(2) of the adopted Intemational Building Code(IBC),the International Residential Code(IRC),the Florida towers with sufficient length to penetrate a minimum of 1112"into the wood framing.See additional Building Code(FBC)excluding HVHZ and the industry requirement for the stated conditions. details for location and spacing.For 2X wood frame substrate(min.SG=0.42) 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing Is 4.8mm tempered-10.Omm airspace-4.2mm tempered-2.3mm PVB to the structure. The host structure is the responsibility of the architect or engineer of record for the Interlayer by Dupont-4.2mm tempered insulating glass. project of installation. 4. Use structural or composite shims where required. ♦♦ ••..••• i� 1nTOJECTENGIIVEER DATE: 3737 LAKEPORT BLVD. �, :• , .. 12,13,2017This JELDrWEN O 10 DRAWN BY., SCALE; I4 AMATH FALLS OR,97601 toachi thenule tedda Ignpres only pressure dImpadYarltoarxhorthm � 7 �_ J.HAWIGNS NTS PHONE: (800)535-3936 m adlieve the retail dealgn pressure arld l�pet(omlatxa(whale appicable)up to dre Abe Una teVans noted.It Is not Intended as a gulds * * aiEO(ED BY: TIRE: to the Instddw process and does not address the sadngr T D.CROWELL CrersideretionUretrreyarise lndlHetantwall catala.Faiha aPPRDVEDer: Premium Vinyl Multi-Slide Patio Door complete Installation procedure,mthe Insbuctlon a packagedwllh the i ••. P` •• �G/� unit or go to www.Jeldwen.condresoumesAnstallatbn. 0 �,� C O 0 •• ♦♦ J.000SSEN 2-Panel 2-Track OX Stack DISCLAIMER •••..•••• \ GT ♦ PART/PROJENo.: This drawing and Its contents era conAdetdlal and ate not to be HE S • N R`�. D014906 reproduced or copied In while or in pad of used or disclosed to others � r �♦ IDENTIFIER No. PLANT NAME AND LO(ATIDN: CAD DWG.No.: REV: SHEET except esurdhodzedbyJELDWFNIne 398 EasDania'H�/cchjlkj33G04ite 338 G0960. 02-301-4 Venice-FL PrBmVin MTSLDR2Cert STEEL INSTALLATION P!! t Promo EDGE DIMNCE 3 2 s..9-sl'ue min 18 gauge min SEE ANCHORING DWOS 4"MAX. smil w4c Steel Stud FOR FASTENER LOCATIONS FROM THRU HEAD/SILL CORNERS6ti1 1/4- MAX Ll SHIM SPACE o a a a T �a� 1/2"MINIMUM 18" O.C. EDGE DISTANCE 2 MAX TYP, 1.00D[ss.�mm] THRU JAMB SOOW &2-1 2.3mm] C3 ri a0 .187[I.Bmm] [L2mm] � Mtn. penetration 1.) of three threads 3 F. BITE: pas4 frame CM .3mm]CORNING DCA 9B3 GLAZING DETAIL = = Scale: 2:1 1 Cl 0 FRAME SECTION(TYP) 0 VERTICAL SECTION FRAME JAMB SECTION (TYP) HORIZONTAL SECTION LL—DOOR WIDTH: 71-3/4"- 3 2 SMN SPICE TYPICAL ELEVATION WITH FASTENER SPACING J SlSn Mp Max Frame DP IMPACT 71 3/4 x 79 13 16 +50/-65 1 YES 1�Nno IM1raede EDGE DISIANC[ po 1 forme WINDZONE 3 Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein Is deslgned,tested and manufactured to comply with the And load criteria 2. For anchoring into metal framing use#12 TEK Self-Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum penetration of three threads past the frame thickness.Steel substrate min.18ga.,fy=33 kst. Building Code(FBC)excluding HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM El 300. to the structure. The host structure Is the responsibility of the architect or engineer of record for the 3. At minimum,glazing Is 4.8mm tempered-10.0mm airspace-4.2mm tempered-2.3mm PVB project of Installation. Interlayer by Dupont-4.2mm tempered insulating glass. 4. Use structural or composite shims where required. 0%%J1111111/j/tP ��'i ``���� •��.G•• •• • ••�� i��'hrn MMECrENMNEER: DAM12/13/2017 3737 LAKEPORT BLVD. DRAWN BY: SCALE: JELD EN n AMATH FALLS OR,97601 ThlBsdreduleaddmssesoriyftftterlemmgLledtamndwrttreunR 7 ].HAWKINS NTS PHONE; (800)535-3936 to adllewe the rated design pressure and Impact peAanrence(whave applicable)up to the she limitations noted.R Is not Intended as a guide * * CHECKED BY: TIRE: to the Installation process and does not addrese the sealing -0 T T D.CROWELL calsideratbnUlatmay edselnditfelantwall catdtials.ForRre APPRovEDeY: Premium Vinyl Multi-Slide Patio Door complete Installation procedure,gee the Instructions pacllaged with the i : : 44/ unit or go to www.jeB wen.coMresourc�AnS12118 011. �i 0 •••• L O O P'•'' �/ 1GOOSSEN DISCLAIMER 'I •'''� �� PART�PROIECrNo.: 2-Panel 2-Track OX Stack This drawing and Re contanh are conRdenttel and are not to be HE S [�N' >� D014906 reproduced a copied in whole or in pelt of used or disclosed to others � r'��,�t���p]}�� ] ,` MEMBER No. PLANT NAME AND IJCI ATION: CAD DWG.No.: REV: A SHEET e]roeptasautilodzedby.lEaWENIno, 398 EasDania�Afrd)Il�[� 004 rte 338 (30960.02-301-4 Venice-FL PremVin MTSLDR2Cert ~ NOTES: 4.272 ANCHOR PATTERN LOCATED IN TRACKS 1&2 SHIFT AS DETAILED HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2e OF KEEPER LOCATION 1.819 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB THRU FRAME INSTALLATION 5 3 TYP 24 OC MAX 01.172 THRU TYP L.JO.375 Z FIRST&SECOND WALLS TYP Q Q P DETAIL P SCALE 1:1 24 OC MAX S F IIIO���''' • '� ut�s�Au�swwos woRcr a+Du�l: are 5 :O DoNorscA, DRAwwD-R13CRfANymm N HER= 9/11/2015 » • TOLERANCES JELL VEN � (ml)m-3mm • 7 •I NNII�211 QO�iWIg) B RWQL 1:10 WINDOWS & DOORS Ph011G(541)882-3451 aSomBr. nne 41/ UH�x1a-0^±1/32 x±.l J JONES MULTI-SE DOOR O •. OVER 1V-V±1/16 M±.02 "M101M"r J JONES 3 ]AMB ANCHOR HOLE DETAIL i�CCS+• G �� ANGULAR±V =±.006 mertDD�xo. auwnmra: xr�O�oREaLvD��,�. UPQTA5SEM6LrTOLewcm ¢"po12967-199.opt P012967 ME eac D ��nha.swea 3m HEW 11/16 WIDTH±1/16 o anla JSDAVM Ic lurKItns RESMEMDUFUMTEN OR ' �* Dame BeaeD,FL 33004 MULLION±1/16 FRACTION±1/32 L MSUIMPERlDI .XLD-�5 -DDNFlD[38ULANDPROPBETARY. B 8 .17 NOTES: 4.272— 1IANCHOR PATTERN LOCATED IN TRACK 1 SHIFT AS DETAILED 1�HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2"OF KEEPER LOCATION ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB —� NAIL FIN INSTALLATION 5 24 OC MAX 0.172 THRU TYP L-I 0.375 s FIRST BI SECOND WALLS TYP Q R DETAIL R SCALE 1:1 24 OC F. 0 MAX ```�11ttu�1lPNq�i 5 icar�sv�auo�anawDnsrex"®t owe 7 :O = ooxorwuewuwu+G-REnRrANYmR= NNHHERTZOG 9/11/2015 109�FaVq,,0lt976001 * : * = NNtEsssP�onL ABURWELLSDM JELD�VEN 1:10 WINDOWS & DOORS PIg 12 541 682$451 am®sr. 's"e cc = UNDER lir-O'11/32 )(:h.1 2-TRACK FRAME.i ]]ONES MULTI-SLIDE PATIO DOOR / P•'• OVFA 10'-0"t 1/16 IO(f.U2 ,tPMM EY. •.... G� `� auc 01-V t / I=*:006 melrVIEJ JONES 3 3AMB ANCHOR HOLES DETAIL x�Orv�e ti�r+�. UFQTII�BLrTOMM ES "� " " 012967-19BJ�c D"""'mm'l P012967 9"8 East D HFIGHr f 1116 VYIDTIi f 1/16 entd p��k��!!14"d.3u1te 398 ma11b.HDiY@ i.ALLFMMRESBNEDN001R71CTIO!NDt R.V: SN£I Dania Dasan,eL 39004 MULLION t1/16 FRACRON,*1/32 mxtwelMPEnMn JMWA 4kCONFlDEMARD RaPfa�'rutr B 9 of 1 NOTES: 5 FROM END TYP 1 ALL HOLES 1N ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL 2�TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS AT EACH INTERLOCK AREA �9 ®1 ANCHOR AT ENDS LOCATED IN TRACK i TOWER BOTH HEAD AND SILL -u V ® a>TYP 4 ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG35/50 DOORS WITH THRU FRAME INSTALL 4.272 DETAIL S E)1.1 SCALE 114 LENGTH/(#OF PANELS)/2 LENGTH/(#OF PANELS)TYP Tai _ 3TYP S ���� /J Val V I 5 4.272 •� -- LENGTH/(#OF PANELS)TYP PATTERN 1.81911/2 EXT 1 PATTERN DETAIL T SCALE 1/4 0.172 THRU TYP LJ 0.375 T FIRST&SECOND WALLS TYP ED- DETAIL V TYPICAL HOLE 4.272 �' urarss�w.DaoasDrswwD� v9olare+ma$+: a,e 7'��j 3737TakgrortEw. O DowrsuLEauww-DamArA•EARORS N HERTZOG 9/11/2015 JELL! V�EN 7 vB er wamath Falls,OR 97601 TOLERANCErNNS S�ilD OTHEI SE) A BURWELL N SHOW WINDOWS & DOORS Phone:(541)882-3951 DETAIL U T T O1�'" nue 2-TRACK FRAME EXT 1 SCALE 1/4 P,'_�W; uNOQt 19-0-t u32 x t.1 ]]ONES MULTI-SLIDE PATIO DOOR o ., c o ovEt 1a o°t In6 xK f.az M. ' �FS' C���.` ANGULAR tin xac f.m6 ] EmumHah nma 6 SILL AND HEAD CHLOR HOLES DETAIL HE�6�OI�OyREa�ao��{ uwrw�etrrD "'012967-395.Iptmwoo P012967 see ena+.ned6'Hdh�l17S14d.amee sse HEGHr t1/16 WIDTH tl/16 0E15JELD*%k.ALLWWOMSUMNODBFUgMOR Rm. y� DWa Bench,FL 93004 MUWON:b I/ FRACTION f1J32 D49TPoBUDON PFAM1lfIEDADi187,Na CONFlDFNOLLLMOPROPRETNiY. B 10 OP 1 NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL :>TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT �+-5 TYPOF EACH CLOSED POSITION PANEL 3>ANCHOR PATTERN LOCATED IN TRACK 1 TOWER AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL S>TYP 3 ANCHOR PATTERN LOCATED IN TRACK 1 TOWER APPROXIMATE CENTER OF ® EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG35/50 DOORS WITH NAIL FIN INSTALL I rc3 4.272 E•1 DETAIL W SCALE 1/4 LENGTH/(#OF PANELS)/2 LENGTH/(#OF PANELS)TYP 3 TYP — W Y<a] Xa Z 5 4.272 E)Cf 1 LENGTH/(#OF PANELS)TYP D(T I E PATTERN,SYM DETAIL X SCALE 1/4 QS.172 THRU LJ 0.375 T FIRST&SECOND WALLS TYP DETAIL Z T � rHOLE 4.272 Z uaMsauio-RSWwBnNr e+M xowatQreTZO oo rsrJue oRANmvo•RaatrARDRs N HERTZOG 9/11/2015 3737 l 1%Olt 7Me 601 7 mum on. 'Xc JELI�EN �8 541)o -34SI DETAIL Y * * i (UNLIT WE=RWOTHWh7SE) A BURWELL ^�SHOW µ N D O W S & DOORS WIOILC:(541)882-3461 �(� j aB�DY: rm=• 2-TRACK FRAME SCALE 1/4 -A =. W UNDER 10'-0e t 1/32 x*A 3]ONES OVFR10'-0V±1/16 =f.02 Ama'0Bh MULTI-SLIDE PATIO DOOR aNGtnaR t i" 70oL f.006 ]��[S 6 SILL AND H ANCHOR HOLES DETAIL HEWOTORERE7I��E. UNTrA55BB1.YTOLEMNOES MOM"p012967-394.(pt P012967 308 Eget D y7�p+� HEIGHT'f 1/16 WIDTH f 1/36 anld Yk4F�17 d.9.4338 07010 JEDiLMk.ALUUM�WRODUPLPAMMOR PEY: 9�f Dania Beach,FL 33004 MULUON t1/16 FRACTION±1/32 DMEWRONPrA�JEIDH'KkAODNRDBIMLANDPROPRETARY. B 11 OF 1 NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL �5'1YP— —5 TYP 2)TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL 9)ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL ® a S>TYP 4 ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA 4 272 ©CONFIGURATION FOR PG35/50 POCKET DOORS WITH THRU FRAME INSTALL 8,272 OLE HEAD AND SILL END;MIRROR FOR 2-POCKET CONFIGURATIONS DETAIL AHEX7 1 DETAIL AM XE E1 SCALE 1/4 SCALE 1/4 LENGTH/(#OF PANELS)/2 LENGTH/#OF PANELS)TYP -3 TYP 11/2 __ A3Q_ AH AK �AM I \ 4.272 EXT PATTERN 1 1.819 LENGTH/#OF PANELS)TYP PATTERN DETAIL A] 0.172 THRU TYP EXT 1 SCALE 1/4 LJ 0.375 T FIRST&SECOND WALLS TYP DETAIL AK TYPICAL q'qT' 4.272 SCALE I/`2F ����,�i uraE4sA�w.fIIF13ffi7fa IN WNS B+a�ecr B+m�+: '9/1 ne �'[�� O Dowrsc EDPAww-RswAwmRm N HERTZOG 9/11/2015 JELL'J �1 EN �� 7 TOLERANL= DRA"Or. K8 nklthftl%OR97681 NMESSsPt=OIHHiwM A BURWELL SHOW w N D o w s & DOORS Phone(591)882-3451 DRO031of, TME: 2-TRACK FRAME DETAIL AL �O: L P ��u` UNDER low"*1132 x*.1 I]ONES MULTI-SLIDE PATIO DOOR / OVER 10'-0•*1/16 Lot*.02 EXT SCALE 1 4 '•��c�`S,' •• /aCo `� ANGULAR*1^ Toot*.alw JJONES ©SILL AND HEAD ANCHOR HOLES DETAIL HOO EUWASSUMLYIMMANM "p012967-314.ipt P012967 HEIGHT'*1/18 WIDTH*1/16 020t5JaD EKb.ALL ROM PEWYEDFRDpUpuuiDNDR �v: sxff* sse Eaa n �ATli swse sss DWe Bench,FL 33004 MULLION*1/16 FRACROIV*1/32 DLmamrtroRt ."iDVSHu,hw.CONFlDenIN.urDtitoaRETNtY. B 14 of 1