Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutProduct Approval p BCIS Home Log In t User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map ± Links i Search da . 0USER: Product Approvalp� GQI.F qq 4qffpp Public User JUL 3 Ui Permitting Department ur, r ProductApproval Menu>Product or Application Search>Application List>Application Detail 5t. I uC;3 COL!ntV w�7 a FL# FL21706-R1 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD=W Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category :Exterior Doors Subcategory g Exterior Door AssembliesCompliance Method ication Mar or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/28/2017 Date Validated 07/26/2017 Date Pending FBC Approval Date Approved 07/28/2017 Summary of Products FL# Model,Number or Description Name 21706.1 Premium Vinyl (V-4500) Multi-Slide Patio Door 280 7/16"x 120 1/16"Insulated Glass(7/16"SGP Lam In - 3/16"Tempered Out)(OXXXXX or XXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21706 R1 C CAC NI013706.01 XXXXXX DP60 281x120 TAS201202203.pdf Approved for use outside HVHZ:Yes FL21706 R1 C CAC NI013706.02 OXXXXX DP60 281x120 TAS201202203.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 01/31/2025 Other: Laminated glazing interlayer material Installation Instructions requirements meet the current edition of the FL21706 111 II 6P4T OXXXXX HVHZ FBC 281x120 SS 2017-07-25.pff FBC In accordance with Miami-Dade NOA for FL21706 R1 II 6134T XXXXXP HVHZ FBC 281x120 SS 2017-07-25.pAf DuPont SentryGlas and DuPont PVB Verified By: National Accreditation&Management Institute interlayers. White ridged PVC exterior Created by Independent Third Party: extrusion requirements meet the current Evaluation Reports edition of the FBC in accordance with Miami- FL21706 R1 AE PER4820 SS 2017-06-14.pff Dade NOA for VEKA Inc. FL21706 R1 AE PER4821 SS 2017-06-14.pdf Created by Independent Third Party:Yes 21706.2• Premium Vinyl (V-4500) Multi-Slide Patio Door 191"x 120"Insulated Glass(7/16"SGP Lam In-3/16" Tempered Out) (XXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21706 R1 C CAC NI013706 XXXX DP60 191x120 TAS201202203.pdf Approved for us u 'd HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resists t•Ye 01/31/2025 Design Pressur 0 Installation Instructions Other: Laminated glazing interlayer material FL21706 111 II 4132T XXXP HVHZ FBC 191x120 SS 2017-07-25.pdf requirements meet the current edition of the Verified By: National Accreditation&Management Institute FBC in accordance with Miami-Dade NOA for Created by Independent Third Party: DuPont SentryGlas and DuPont PVB Evaluation Reports interlayers.White ridged PVC exterior FL21706 R1 AE PER4822 SS 2017-06-14.pd extrusion requirements meet the current Created by Independent Third Party:Yes edition of the FBC in accordance with Miami- Dade NOA for VEKA Inc. 21706.3Premium Vinyl (V-4500) Multi-Slide Patio Door 281 1/8"x 96"Insulated Glass(7/16"SGP Lam In-3/16" Tempered Out)(OXXXXX or XXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21706 R1 C CAC N1013706.03 OXXXXX DP65- Approved for use outside HVHZ:Yes 70 281x96 TAS201202203.pd Impact Resistant:Yes FL21706 R1 C CAC N1013706.04 XXXXXX DP65- Design Pressure: +65/-70 70 281x96 TAS201202203.pdf Other: Laminated glazing interlayer material Quality Assurance Contract Expiration Date requirements meet the current edition of the 01/31/2025 FBC in accordance with Miami-Dade NOA for Installation Instructions DuPont SentryGlas and DuPont PVB FL21706 R1 II 6134T OXXXXX HVHZ FBC 281x96 SS 2017-07-25.pdf interlayers. White ridged PVC exterior FL21706 R1 II 6134T XXXXXP HVHZ FBC 281x96 SS 2017-07-25.pdf extrusion requirements meet the current Verified By: National Accreditation&Management Institute edition of the FBC in accordance with Miami- Created by Independent Third Party: Dade NOA for VEKA Inc. Evaluation Reports FL21706 R1 AE PER4823 SS 2017-06-14.pd FL21706 R1 AE PER4824 SS 2017-06-14.pd Created by Independent.Third Party:Yes 21706.4 Premium Vinyl(V-4500) Multi-Slide Patio Door 195 7/8"x 95 7/8"Insulated Glass(7/16"SGP Lam In- 3/16"Tempered Out)(XXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21706 R1 C CAC NI013706 05 XXXX DP65-70 196x96 LMI.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2024 Design Pressure: +65/-70 Installation Instructions Other: Laminated glazing interlayer material FL21706 RI II 2T4P XXXP HVHZ FBC 196x96 SS 2017-07-25.pd requirements meet;the current edition of the Verified By: National Accreditation&Management Institute FBC In accordance with Miami-Dade NOA for Created by Independent Third Party: DuPont SentryGlas'and DuPont PVB Evaluation Reports interlayers. White ridged PVC exterior FL21706 R1 AE PER4825 SS 2017-06-14.pd extrusion requirements meet the current Created by Independent Third Party:Yes edition of the FBC in accordance with Miami- Dade NOA for VEKA Inc. 21706.5 Premium Vinyl (V-4500) Multi-Slide Patio Door 71 3/4"x 79 13/16"Insulated Glass(1/8"Tempered In- 1/8"Tempered Out)(OX) „G•Yw. NAILFIN / THRU JAMB INSTALLATION ' s/o uwtwu ' EDGE DISTANCE 4 1 1/4- MAX ''/:•YI". SHIM SPACE 2 [YDCDY[M l 1 I/2" MIN. EMBEDMENT $HIM SPItC SEE A.GHORw6 DWR p �C�O 41I, D•OTM.YA%TYP. ON CN T[N[Y LOCATIONS a a a CONY RU HeIli1N THRU FAD/SILL 3 3/4” MINIMUM O o EDGE DISTANCE 'oc. 1.000[25.4mm] HRG MAIM J.090 07[4.Bmm] Q [2.3-1.187[4.8mm] .187[4.8mm] I O 1 1/2" MIN. BITE: F3 O EMBEDMENT ( A GUSB i ] .897(R5.3mm] J oU gD85 CORNING GLAZING DETAIL 1 Scale: 2:1 2 � FRAME SECTION fTYP1 VERTICAL SECTION NOTE:Caulk between Nailing Flange s woad opening. FRAME JAMB SECTION (TYP) oGR wIDTN:IDI• HORIZONTAL SECTION TYPICAL ELEVATION WITH FASTENER SPACING NOTE: Caulk between Nailing Flange p & Wood Opening. SHIY BPAC[ 2 4 1 1/3'YIN. EYDCONENT 3 Max Frame DP IMPACT "w'""" 151 x 120 + — 60 IT E S COD[DISTANCE EYDCDYCNT 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 International 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)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 E1300. 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-I O.Omm airspace-4.8mm annealed-2.3mm SGP details for location and spacing. Interlayer by Dupont-4.8mm annealed 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 res p.onsihhllit of the architect or en ineer of record for the project of installation. Digitally si�ned by Hermes F.Nore�o,P.E. Reason:I am approvini ment Date:2017.07.25. 54 t�ATW �rl' PROJECT ENGINEER: DATE: 3737 LAKEPORT BLVD. �� `ti'' ��•.. :�.•.. �♦ 07/24/2017 �'�� JELDr'�1TEN KLAMATH FALLS OR,97601 •: ♦ DRAWN BY: SCALE: This schedule addresses any the fasteners required to anchor the unit .�' Q ]AWN BY: NS NTS PHONE: (800)535-3936 to achieve the rated design pressure and impact performance(where .. "ti applicable)up to the size limitations noted.11 is not intended as a guide "''':' •� 7 ' " CHECKED BY: TITLE: to the installation process and does not address the sealing 7*'..•: :-`* D CROW ELL consideration that may adseindifferent wall conditions.For the : Premium VinylMulti-Slide Patio Door - HVHZ complete Installation procedure,see the instructions packaged with the ! T .T ;' 1� '� APPROVED BY: unit orgotowww.jeldwen.comtresourcestnstallation. .0 ,SIC-/ w J.GOOSSEN 4-Panel 2-Track)=P Jamb DISCLAIMER: PART/PROJECT No.: TING � • 1�L♦ This drawhg and its contents are confidential and are not to be 'sE � ,�i� r'} •Y D014682 reproduced or copied in whole or in part or used or disclosed to others 61 � -``, IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: w SHEET except as authorized byJELD•WEN Inc. 398 E2�Se a r eke [��k v `J lite 338 G6547.02 Venice-FL PremVjnylMTSLDR2 Cert H 3/�•I'm MUM THRU JAMB INSTALLATION ' ' EDGE OLSIIYCE 3 2 +Vr YIN. 1/4" MAX 1 EYeLiYENr SHIM SPACE �1�onuou � +/P wx 3 UOU SNIY SPACL qct SEE ANLHLRMC OWLS I tt r 2.3—[ 3/4" MINIMUMEDGE DISTANCE 1.000[25.4—] TN9u IAue .197[ Q .090 zamm] D 0 .187[4.9—] .197[A.9mml O 1 1/2" MIN. � DEMBEDMENT Guns BITE: .eel lzs.SmmJ DDOW CORNING E3 993 GLAZING DETAIL Scole:2:1 FRAME SECTION YN" VERTICAL SECTION I ------DOOR WIDTH:191- TYPICAL ELEVATION WITH FASTENER SPACING a a o O 9 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION vrlu SPAce 1 3 1 t/z•1LN. EYeCeYENT 2 Max Frame DP IMPACT 3/�•YINIYUY CODE OISIANC[ 191 x 120 + — 60 YES 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 pre-drilled holes in the head/sill tracks at the center(2) of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida towers with sufficient length to penetrate a minimum of 11/2"into the wood framing.See additional Building Code(FBC)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 property transfer all loads 3. At minimum,glazing is 4.8mm tempered-I O.Omm airspace-4.8mm annealed-2.3mm SGP to the structure. The host structure is the responsibility of the architect or engineer of record for the Interlayer by Dupont-4.8mm annealed insulating glass. project of installation. 4. Use structural or composite shims where required. `��11llIMt/jx�. r� PRO]ECrENGINEER: DATE:•�' 3737 LAKEPORT BLVD. ,,.� ,.... .. . -', 07,24,2017 FALLSDRAWN BY: SCALE: JELBrWENKLAMATH OR,97601 Thrsschedukaddresses only the fasteners required loanchor the unT = .� .' d ],HAWKINS NTS PHONE: (800)535-3936 to achieve the rated design pressure and impact performance(where ti applicable)up to the size limitations noted.It is not intended as a guide 7 ' ' •"' + CHECKED BY: TITLE: the tonsidrationthatmayprocess and dcesnot wan coss nditions. ng D,CROWELL premium VinylMulti-Slide Patio Door - HVHZ consideration on that may arise indifferent wa0 mn�dons.Forthe complete Installation procedure,see the instructions packaged with the = T T o. cr = APPROVED BY: unit orgotowww.jell•wen.comtresourcesrmstallaton. i :` �(! w �.GOOSSEN Q .'Z pp•:,` 0. PART/PROJECT No.: 4-Panel 2-Track)=P Jamb DISCLAIMER: I�q' This drawing and its contents are confidential and are not to be 'IE a Q� �' D014682 reproduced or copied In whole or In part or used or disclosed to others �� ,,r� - 41, *% IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except as authorized byJELD-WEN Inc. 398 Ea lQarii eS�Blkab: v `4 ite 338 G6547.02 Venice-FL I PremVinylMTSLDR2 Cert 3 <oERvnw r CONCRETE/MASONRY INSTALLATION ° 2 [x9CCx[xT d', 1 1 •• MIN. EMBE/2DMENT —I wu,vk 1/4.. MAX SHIM SPACE (mtJ I] v 9EE ANCHORING ONG9 O O O O Q , TOR rA TENOCAT:ON9 [R L you Txau HEADT.— 2 1/2•• MINIMUM..8. ��`� C0w'E EDGE DISTANCE L3 III^ISI III^III 87 1,] .� z o 0 LHRH JM .,9] [°.8mm] .,9][A.Rmm] Q a g D s o G495 BRE: � .99J[25.)mm] Q 995 ' GUZING'DETAIL ' S9ale:2:1 I�7I FRAME SECTION IONPl VERTICAL SECTION Q 0 0 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION -DOOR WIDTH: 191- TYPICAL ELEVATION WITH FASTENER SPACING 1 E ° Max Frame DP IMPACT 191 x 120 + — 60 YES 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 3116"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 1 1/2"into concrete or masonry at Building Code(FBC)and the industry requirement for the stated conditions. each location with a 2112"min.from edge distance. For concrete(min.fc=3000 psi)or masonry 2. All glazing shall conform to ASTM E1300. substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing is•4.8mm tempered-10.0mm airspace-4.8mm annealed-2.3mm SGP 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads Interlayer by Dupont-4.8mm annealed 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. ��. �' - L PROJECT'ENGINEER: DATE: 3737 LAKEPORT BLVD. �� 07/24/2017 �� <C/� '�� •. '� �� JELI3rWENKLAMATH FALLS OR,97601 This schedule addresses on the fasteners required to anchor the and ♦ DRAWN 8Y: SCALE: to acs matperformance(where .�` �� 0 w J.HAWKINS NTS PHONE: (800)535-3936 applkabk)up to the size limitations noted,h Is not intended as a guide '� ":•� 7 "'- ""! CHECKED BY; TITLE: to the installation process and does not address the sealing D.CROWELL considerationthatmayadseindiKeentwagcondtons.For the ^. �. APPROVED BY: Premium Vinyl M - r- HVHZ complete procedure, packaged with the '0�•- Multi-Slide Patio Doo P P P 9 T.,T . unit or go to wwwjeld-wen.ccm/resourcesrnstallation. i •: A J.GOOSSEN 4-Panel 2-Track)=P Jamb .� � �•. PART/PROJECT No.: DISCLAIMER: ♦ ' �l� This drawing and its contents are confidential and are not to be -NO 0 v• D014682 reproduced or copied in whole or In part or used or disclosed to others ��r� ��• _`, IDENTIFIER N0. PLANT NAME AND LOCATION: CAD DWG.NO.: RE1/: A SHEET except as authorized by JELD-WEN Inc. 398 Eas[`>)a I i I� �JIite 338 UUaasR]�E each F 4 G6547.02 Venice-FL PremVin IMTSLDR2 Cert Yln._-.1STEEL INSTALLATION el Inrw Inre•E• 3/{'MINIMUM pawl tram.-• EDDE DISTANCE solea mrx i 3 2 1-1•I Sne 18 gauge in Steel Stud spl 9NIY..x a M MAX SHIM U ° SHIM SPACE sa ulwp nlxc��A S 0 0 0 0 Eirou asInco NUD/Yu �� CDRXE 5 'a1DrP4 1.Doo[zs.amm] 3/4" MINIMUM p .Du JAY. .187[4.8mm] EDGE DISTANCE 2 L--j o .090[ .187(a.emm] —.187[4.8[a.emm] p D D O Min. embedment D cuss aITE: of three threads 3 p .997 1:75.3mm1 post frame 0 DOW CORNING 995 I—� GLAZING DETAIL Scale: 2:1 D D FRAME SECTION (TYP) I p VERTICAL SEC NON FF�l DOOR WIDTH:191' TYPICAL ELEVATION WITH FASTENER SPACING FRAME JAMB SECTION (TYP) a � oooHORIZONTAL SECTION a8 �C= = 3 1/{• ss 2 SHIN SPACE ,e alae.min Max Frame DP IMPACT Yln,ame em•nt S/a'MIN MUM 191 x 120 + — 60 YES et Ihrw Nvaa• EDGE DISUNCSIANC[ pa•1 Irome 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. For anchoring into metal framing use#E8 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 embedment of three threads past the frame thickness.Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)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 E1300. 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-I O.Omm airspace-4.8mm annealed-2.3mm SGP project of installation. Interlayer by Dupont-4.8mm annealed insulating glass. -I 4. Use structural or composite shims where required. PROJECT ENGINEER: DATE: �� .. '• i! 07/24/2017JELDrWENKLAMATH FALLS OR,97601 3737 LAKEPORT BLVD. �> .!' u. i�j ♦♦ This schedule addresses only the fasteners required to anchor the unit r ; DRAWN BY: SCALE: to achieve the rated design pressure and impact performance(where J.HAWKINS NTS PHONE: (800)535-3936 appl cable)up to the size limitations noted.It is not Intended as a guide •` '-• - '•+• CHECKED BY: TIRE: to the installation process and does not address the sealing . ,. consideration that may arise in different wall Gond tlons.For the * `.` * D.CROWELL complete nstallationprocedure,see the nstructionspackaged with the - "fl T.T Gr - APPROVED BY: Premium Vinyl Multi-Slide Patio Door - HVHZ unit orgotowww.jeldwen.mmfresources/nstailation. t� J .. J.000SSEN % 4-Panel 2-Track)=P Jamb DISCLAIMER: • I d :.'L Or•:•� .� PART/PROJECT No.: ♦34 • This drawing and its contents are confidential and are not to be vE '• Q� f) D014682 reproduced or copied in whole or in part or used or disclosed to others �, IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except as authorized by JELD-WEN Inc. 398 Eaj'l�a i e�/6E �F v$1S�ite 338 G6547.02 Venice-FL PremVinyIMTSLDR2 Cert NAILFIN / THRU JAMB `°"�` INSTALLATION E D 3/4ISTANC �YI—C 4 EDGE 1 3 POCREi OEPM 11/2"I Y �' CUB[Du[M 4 1/4 YA, °n SHIM SPACE SEE ANCHORING OW GS U FDR FASTENER LOGIIONS FRDN THRU HAIIf1X TNRU—D/SILL a O O 0 Q CORNS YA%TTP. 1.000[25.4mm] RU lUil31N ]CA .090[2.3—]•,eT[a.emm] .fey[a.emm] o o� O DOW CORNING p 995 GLAZING DETAIL Scale: 2:1 D D FRAME SECTION (TYP) VERTICAL SECTION NOTE:Caulk between Nailing Flange &Waad OPening. OOR WIDTH: 191' TYPICAL ELEVATION WITH FASTENER SPACING FRAME JAMB SECTION 'INIM O HORIZONTAL SECTION I 1f �SHIY SP. 9 4 EYHEONENT 3 Max Frame DP IMPACT S/4'YINIYUII CE 1 91 x 120 + 60 YES [DGS DISTAN [YBCOOM YIN. Y[NT 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 International 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)and the industry requirement for the stated conditions. 3. Use#8 PH or greater fastener through the predrilled holes in the head/sill tracks at the center(2) 2. All glazing shall conform to ASTM E1300. towers with sufficient length to penetrate a minimum of 1 1/2"into the wood framing.See additional 3. At minimum,glazing is 4.8mm tempered-I O.Omm airspace-4.8mm annealed-2.3mm SGP details for location and spacing. Interlayer by Dupont-4.8mm annealed 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. 5. Use#8 PH or greater fastener through hook strip 6"from en. k@0W b!dlio. PROJECT ENGINEER: DATE: 07/24/2017 3737LAKEPORT BLVD. ''•• r '.�� DRAWN BY: SCALE: JELDrWENKLAMATH FALLS OR,97601 This schedule addresses on the fasteners required to anchor the unit �`., • i to achieve the rated design pressure and Imat performance(where :� J.HAWKINS NTS PHONE: (800)535-3936 applicable)up to the size limitations noted.It is not intended as a guide '� :•• -..:.. CHECKEDTlll to the installation process and does not address the sealing *.„ D CROWELL consideration that may arise in different wall conditions.For the Premium VinylMulti-Slide Patio Door - HVHZ r complete installation procedure,see the instructions packaged with the r ► T • (� '.. APPROVED BY: • OVF� unit or go towww.leldwen.comtresourcesnstallaton. •,�« 1 •� �! ► I.GOOSSEN 4—Panel 2—TrackX)OCP Pocket � � '< © • PART/PROJECTNo.: DISCLAIMER: ♦ • aL� This drawing and its contents are confidential and are not to beE. E �j V D014682 reproduced or copied in whole or in part or used or disclosed to others Bl _` IDENTIFIER N0. PLANT NAME AND LOCATION: CAD DWG.NO.: REV: w SHE except as authorized byJELD-WEN Inc. 39B EascrQa r eaE+aCAhe� v 1suite 338 G6547.02 Venice-FL PremVinyIMTSLDR2Cert H THRU JAMB INSTALLATION YIN ' -kOLE DISTANC— E ' 3 2 POCNET DEPTN ' 1 1/2'YIN. 1 EMBEDMENT ♦1/4 Go�1 UDLJ LJpU 1/4'YAII [� SNIY SPAC[ M� TRO.Y. fORSfASRNER LOCN110N5 a D a 0 R D U CZ 11RtV XENO/91LL `-'� CDRH S 1.000[25.4mm] 8%TTP TNRV�AYB � .187[4.8mm] I .090[2.3mm] .187 r4.8mm .187[4.8mm] � D n O p I GU59 BITE: x (1=J (ice 00W CORNING p 99S GLAZING DETAIL Stale: 2:1 Q FRAME SECTION (TYP) VERTICAL SECTION OOR WIDTH: 191' TYPICAL ELEVATION WITH FASTENER SPACING FRAME JAMB SECTION (TYP) 0 o a o O II HORIZONTAL SECTION IJf 1/4•ulz S.I.sPacE CYBEDYEHI 2 3/4'YINIYD4 Max Frame QP IMPACT EWE DISTANCE 191 x 120 + — 60 Y E S Installation Notes: General Notes: 1. Seal flangelframe 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 pre-drilled holes in the head/sill tracks at the center(2) of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida towers with sufficient length to penetrate a minimum of 11/2"into the wood framing.See additional Building Code(FBC)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-I O.Omm airspace-4.8mm annealed-2.3mm SGP to the structure. The host structure is the responsibility of the architect or engineer of record for the Interlayer by Dupont-4.8mm annealed insulating glass. project of installation. 4. Use structural or composite shims where required. 4. Use#8 PH or greater fastener through hook strip 6"from ends and 12"o.c. PROJECT ENGINEER: DATE: ] 3737 LAKEPORT BLVD. ,•� .••• •' 07,24,21)17 JELL7 �� EN ♦♦ ..�' .�� i KLAMATH FALLS OR,97601 �. DRAWN BY: SCALE: This schedule addresses only the fasteners required to anchor the unit = .,Z` � ` Q � ],I1AW KINS NTS PHONE: (800)535-3936 to achieve the rated design pressure and impact performance(where applicable)up to the size limitations noted.It is not intended as a guide CHECKED BY: TITLE: to the installation process and does not address the sealing *. �: �- D.CROWELL consideration that may adseindifferent wait conditions.For the ., r .. Premium VinylMulti-Slide Patio Door- HVHZ complete installation procedure,see the instructions packaged with the T T r .., APPROVED BY: unrtorgotowww.jeldwen.comlresourcesrnstallation. .i ,�'' `1' !� w ].GOOSSEN 4-Panel 2-TrackXP Pocket .i ., PARTIPROJECTNo.: )OC DISCLAIMER: ai♦ This drawing and Its contents are confidential and are not to be y: .` 4�' NV D014682 reproduced Or Cop led In whole or In part or used or disclosed to others I�p _`% IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: ,E SHEET except as authorized by JELD-WEN Inc. 398 Ewer a ] (chi vSIite 338 G6547.02 Venice-FL PremVin IMTSLDR2 Cert H a each F] �oEo� E CONCRETE/MASONRY INSTALLATION ad n < 2 /S'YM. POCNEE OEPIX d i d 1/. SEE dXCXOa1NC OWLS eHiu ev�1C[ COR E N FOR EASILXEfl LOCYilOXS RU NEYO/SILL a o OI^I0 I6'O.C. �J YTrP 1.D00[SS.dmm] iXRIJ U JAYD .lei[datum] 4 Yeo[z.9mm] O O .tai[d.emm] eai[d.emm] _ o N4=4 O ,99)[ss Jlmm] OO OOW CORNING C O GLAZING DETAI995L Scale:2:1 g h FRVERTAME SECTION(TYP) ICAL SECTION OOR WIDTH: 191" I] O q TYPICAL ELEVATION WITH FASTENER SPACING n FRAME JAMB SECTION (TYPI HORIZONTAL SECTION d = /zr Yw. ' Eu- Max Frame DP IMPACT d 191 x 120 + 60 YES 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 3/16"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 Cade(IRC),the Florida center(2)towers with sufficient length to penetrate a minimum of 11/2"into concrete or masonry at Building Code(FBC)and the industry requirement for the stated conditions. each location with a 21/2"min.from edge distance. For concrete(min.fc=3000 psi)or masonry 2. All glazing shall conform to ASTM E1300. substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing is 4.8mm tempered-I O.Omm airspace-4.8mm annealed-2.3mm SGP 3. Host structure(wood buck,masonry,steel)to be designed-and anchored to properly transfer all loads Interlayer by Dupont-4.8mm annealed 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. 4. Use#8 PH or greater fastener through hook strip 6"from ends and 12"o.c. ��►�►rt t�rr,rr�. PROJECT ENGINEER: DATE: ,�`� .••' i 07/24/2017 3737 LAKEPORT BLVD. . <Cl�'�• 'Q �'' �� : ♦ DRAWN BY: SCALE: JELBrWENKLAMATH FALLS OR,97601 NTS This schedule addresses only the fasteners required to anchor the ununit .� • ♦ , KINS to ach(eve the rated design pressure and(mpacl performance(where PHONE: (800)535-3936 ] HAW applicable)up to the size limitations noted.It is not Intended as a guide : 7 :* CHECKED BY: TITLE: .:.... to the Installation process and does not address the sealing ..•: •` D,CROWELL consideration that may allsoindifferent wag conditions.For the • :� m Vinyl Multi Slide Patio Door APPROVED BY: Premium — — HVHZ complete Installation procedure,see the instructions packaged with the = `0 T.T .. .�' Vo... •. .....� unit or go to www.jell-wen.ccm/resourcesrinstallation. lo -05tom' 1 HCl ].000SSEN 4-Panel 2-Track)=P Pocket ♦ - -. '< OP• � PART/PROJECT No.: DISCLAIMER: ♦34 This drawing and its contents are confidential and are not to be IE s• d D014682 reproduced or copied in whole or in part or used or disclosed to others 398 E it IDENTIFIER N0. PLANT NAME AND LOCATION: CAD DWG.NO.: REV: SHEET ea except as authorized byJELD-WEN Inc. e�ga ik�� t3t�dV�S4�tte 33e G6547.02 Venice-FL PremV1nyIMTSLDR2Cert A arty ch F STEEL INSTALLATION E,.e M eN 3/d•RMNDM pool Irc:O. EDGF gG4fCuuNppCC y 2 SI alp4 N coin POcNEr OEM- SHIM-E d 1/4 rOR 4 FA9rENER E ll IACO'AT.AsON4 D 0 0 O d d•W%. 4 rETHRU READ/SIU—REP S 1.000[23.4mm] IB•O.C. .I87]4.8mm] M.TP .090[2.3mm] rxpu�ANe .teT[d.emm] eBr[d.emm] O .997[29.Smm] O 1 ��O DOW CORNING ie aO°00 4,ee1 5lua c GLAZING DETAIL \ 0 Scale:2:1 FRAME SECTION (TYP) VERTICAL SECTION 001 WIDTH: 191 TYPICAL ELEVATION WITH FASTENER SPACING FRAME JAMB SECTION (TYP] HORIZONTAL SECTION 3 a MA\ 4XN 4PACC 2 IB 9m9e Mn 91w1 4N< . [DOED4uCE Max Frame DP IMPACT 191 x 120 1 +/- 60 1 Y E S 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. For anchoring into metal framing use#8 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 embedment of three threads past the frame thickness.Steel substrate min.l8ga.,fy=33 ksi. Building Code(FBC)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 E1300. 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-4.8mm annealed-2.3mm SGP project of installation. Interlayer by Dupont-4.8mm annealed insulating glass. 4. Use#8 PH or greater fastener through hook strip 6"from ends and 12"o.c. 4. Use structural or composite shims where required. PROJECT ENGINEER: DATE: 3737 LAKEPORT BLVD. 07/24/2017 JELDrWENKLAMATHDRAWN 6!: SCALE: FALLS OR,97601 This schedule addresses only the fasteners required to anchor the unit ♦ to achieve the rated design pressure and Imat performance(where : ' a ].HAWKINS NTS PHONE: (800)535-3936 applicable)up to the size limitations noted.It is not intended as a guide ` ::' + CHECKED BY: TITLE: to the installation process and does not address the sealing D.CROWELL consideration that may ocedur,se the cononsp.For the ., + APPROVED BY: Premium Vinyl Multi-Slide Patio Door - HVHZ complete Installation procedure,see the insWctlons packaged with - "a - T.TL>: unit orgolowwwjeldwen.mm/resourcesfuntallaGon. i '�C/ �.GOOSSEN 4 O PARTiPRo,Eallo.; -Panel 2-TrackX)O(P Pocket DISCLAIMER: Iy� This drawing and its contents are confidential and are not to be 'ID014682 reproduced or copied in whole or In part or used or disclosed to others '� .[yx �, IDENTIFIER NO. PLANT NAME AND LOCATION: CAD DWG.NO.: REV: SHEET except as authorized byJELD-WEN Inc. 398 EaslrQa" eke hk� �S�ite 338 G6547.02 Venice-FL PremVnyIMTSLDR2Cert NOTES: 4.272 ANCHOR PATTERN LOCATED IN TRACKS 1&2 SHIFT AS DETAILED 1�HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2"OF KEEPER LOCATION 1.819— ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB THRU FRAME INSTALLATION --T 5 f 3 TYP 24 OC MAX 0.172 THRU TYP LJQ.375 T FIRST&SECOND WALLS TYP CE 14/ a P DETAIL P SCALE 1:1 24 OC MAX ",jilt 1.1 ES F r�1pwit UNLESS SPE�IED ALL DIMENSIONS IN INCHES MOIECT EN6-031: GATE: 5 _ O DO NOT SCALE DRAWING-REPORT ANY ERRORS N HERTZOG 9N11/2015 ,�jj�'j 3737 Lakeport Blvd. 7 TOLERANCES DRAIYN BY: SCALE: rEL.L 0.i.N. ��m Its,OR 97601 (UNLESS SPECIFIED OTHERWISE) A BURWELL 1:10 tl:w[x n 0:w A 9.n o 6:116: Phone:(541)882-3451 7 T . ;. a1EaED Br: Tii E 2-TRACK FRAME �7 SILw UNDER 10'-0"±1/32 .%±.1 ]JONES OVER 10'-0^11/16 xx±.02 AWROVEDBYt MULTI-SLIDE PATIO DOOR �I�.FS •" (,},�1�: NES ANGULAR±la .Xxx±.006 IOErJinO MDDEL 3 JAMB ANCHDOR HOLE DETAIL HGug `�E+ .;: UNRASSEMBLYTOLERANCES $012967-199.ipt P012967 y�yp:�y pj HEIGHT±1/16 WIDTH 1116 368 E—L Devi6 Riltl�8h3:Saito 338 / 0 2715 JEU IHEN.i r.ALLRIGHTS PESER ho DUPU-ON OR ��T . D-1.Beach,FL 33004 MULLION±1/16 FRACTION±1/32 DISTRIBUTION PERMITTEOJELDWEN,is CONFIDE]VMLAND PROPRIETARY. B NOTES: 4.272 1�. ANCHOR PATTERN LOCATED IN TRACK 1 SHIFT AS DETAILED 1Q HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2"OF KEEPER LOCATION 2�ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB m5s, NAIL FIN INSTALLATION 24 OC MAX 0.172 THRU TYP LJ 0.375 Z FIRST&SECOND WALLS TYP a R DETAIL R SCALE 1:1 24 OC MAX 5T ` r UNIESS SPE�IED ALL DIMENSIONS IN INOIES Pa�ECr vim+Es+: Dire: NOT SCALE DRAWING•REPORT ANY ERRORS N HERTZOG 9/11/2015 �j 3737 Lakeport Blvd. 7 :.:F T RA E DRAwN BY: swE: T.Lf K1artLatlL Fags,OR 97601 (UNLESS SPECIFIED OTHERWISE) A BURWELL 1:10 V:�'i.Y D lJ 4i 5 6..A 0 O:Y 3: Phone:(541)882-3451 00:.. .7 7- �:i aEaED BY; TITLE: 2-TRACK FRAME ; UNDER 10'-0^t 1/32 x t.l J JONES MULTI-SLIDE PATIO DOOR O.•- ( :P?? <v..` OVER 10'0^11/16 xx t.0z APPROWD BY: . .T .: Z:. ��CC CSI,1�i ANGULAR t le .XXX t.006 OENf1ORERNo. MDDEL 3 JAMB ANCHOR HOLES DETAIL II avly r ��.;: UNRASSEMBLY MU511ANCES "0012967-198.Ipt P012967 sse aes'c �3' HEIGHT t 1/16 WIDTH f 1/16 aEv: sRffr Supe 338 ®2015 JELDYIEN,ic.aILWGNTS REB ERYEONODUPLAIMPN), Henle aeacn.PI asooa MULLION tl/16 FRACTfON f 1/32 DISTRIBUT"PERMITMDJEU3.WEN,ieCONMOENi4LLAND PROPRETARY 8 NOTES: 1 ALL HOLES IN 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 5 FROM END TYP OF EACH CLOSED POSITION PANEL 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 S�TYP 5 ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS APPROXIMATE CENTER OF ® EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG 60/65 DOORS WITH THRU FRAME INSTALL 4.272 ��D � LENGTH/ LENGTH/(#OF PANELS+POCKETS)TYP (#OF PANELS+POCKETS)/2 AB(11_ DETAIL AA AA -� AC z EXT 1 SCALE 1/4 / \ \ '\ AD 6 TYP I 3 TYP-1 EXT 1 _ PATTERN J E PATTERN PATTERN,SYM 4'272 I �5 LENGTH/(#OF PANELS)TYP 1.8 9 0.172 THRU TYP LJ 0.375 S FIRST&SECOND WALLS TYP i t PATTERN,SYM EXT 1 DETAIL AB SCALE 1/4 3 TYP 11/2- DETAIL 1/2DETAIL AD TYPICAL HOLE 4.272 _ SCALE 1/1 ��~ , O �!�: UNLESS SPECIFIED ALL DIMENSIONS ININCHES PNDIECTEN(3 r : ogre: Q•G DO NOT SCALE DRAWING-REPORT ANY ERRORS N HERTZOG 9/11/2015 E DIV .N 3737LakePO"Blvd. 7 TOLERANCES DAVM BY: ve� L:��L7: F1 lel. � FalIs,OR97601 y*'.•. (UNLESS SPECIFIED OTHERWISE) A BURWELL %S SHOW &E Y D():w s b.bb b1ti S. Phone:(541)882-3451 1.819 0:.. 7 T ;. cxca ED Br: "E: 2-TRACK FRAME ?3 ty: UNDER l0'-O^t 1/32 X t.t J JONES MULTI SLIDE PATIO DOOR PATTERN '. - :'�,,.< OP'.'`� :` OVER 10-0^t1/16 XX t.02 APPRDVID�' 'iF �� J JONES 6 SILL AND HEAD ANCHOR HOLES DETAIL ♦: C? ♦ ANGULAR t la .XXX 1.006 DETAIL AC ..s ♦:: DENTIFlER Na. MODEL DRA`NWG No.; HE � �:: UNfiASSEMBLVTOERANCB " 012967-397.ipt P012967 EXT 1 SCALE 1/4 " ypp� 3y�]y�� HEIGHT t 1/16 WID7i f 1 16 SBS East Danld'}k6q�DR3;Supe 338 / / 0 201 JElOYIEN,Fc.ALLRIGHTS PEBERYEDNO OUPUC4710N OR 91FEf Duda HeacIL FL 33OD4 MULLION f 1/16 FRACTION t 1/32 DUMBUTION PEWITEDJEUNYEN,Fc CCNFaDENTDILAND PROPRIETARY B NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL +-5 7YP 2�TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL � 3�ANCHOR PATTERN LOCATED IN TRACK 1 TOWER AT EACH INTERLOCK AREA oQ ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL S>TYP 5 ANCHOR PATTERN LOCATED IN TRACK 1 TOWER APPROXIMATE CENTER OF Ii luny ©EACH CLOSED POSITION PANEL INTERLOCK AREA CONFIGURATION FOR PG 60/65 DOORS WITH NAIL FIN INSTALL 4.272 7R I i # — LENGTH/(#OF PANELS)/2 LENGTH/(#OF PANELS)TYP EXT 1 DETAIL AE AFa3 AE AGCV / 6 TYP - AH +3 TYP - <=5 EXT LENGTH/(#OF PANELS)TYP 4.272 0.172 THRU TYP LJ 0.375 T FIRST&SECOND WALLS TYP PATTERN,SYM FXT 1 DETAIL AF SCALE 1/4 DETAIL AH TYPICAL HOLE SCALE 1/2tt(tUritUl�� 4.272 `;A SES F.,0 UNIFSS SPECIFIED ALL DIMENSIONS IN INCHES PROJECT QJGME13t: DAre: 0:: DO NOT SCALE DRAWING-REPORT ANY ERRORS N HERTZOG 4/11/2015 �j fi sr� j '��7T 3737Lakep°rtBlvd. 7 "� T LERAN E DRA\YN sr: scv.� LL.iJ 1 t ■;,1\. oma h Fabs,OR 97601 (UNLESS SPECIFIED OTHERWISE) A BURWELL AS SHOWNJ1Y.c Y'D 6415 & P(1 n:Y 8: Phone:(541)882-3451 r '0.. .. aEaED sr; TrJIE: 7 T 2-TRACK FRAME DETAIL AG ✓L UNDER 10'-0^t 1/32 X t.1 I]ONES 0 +.;.G P, : OVER 10'-D^t1/16 xx t.o2 A"PRO�D�I MULTI-SLIDE PATIO DOOR EXT I SCALE 1/4 ��'�' 1]ONES 6 SILL AND HEAD ANCHOR HOLES DETAIL ♦:F ♦ ANGULAR t 1° .XXX t.006 / S �� 1:: [OE3iTIFlER No. MODEL DRA`MNG Na: xE !m1pi;I ;t��+�.:. UNRASSEMBLY TO FRANCES " 012967-396.ipt P012967 36a E°st DenS4'H 6114D143:Suite 335 HEIGHT tl/16 WIDTH tl/16 10 2015 JE1PWQ{i¢.ALLRIGNi5 RESSVEDNO DUPLICATION OR Dud.E°°ch.FL 33004 MULLION tl/16 FRACTION f 1/32 OMRIBUTRNIPERMMMJaJPWEN.ir-CONRDENTUILANDPROPRFTARY B NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL —5 TYPE E2 TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL M ANCHOR PATTERN LOCATED IN TRACK 1 TOWER AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL �p9 ED TYP 3 ANCHOR PATTERN LOCATED IN TRACK I TOWER APPROXIMATE CENTER OF ® EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG 60/65 POCKET DOORS WITH NAILFIN INSTALL POCKET HEAD AND SILL END;MIRROR FOR 2-POCKET CONFIGURATIONS 4.272 LENGTH/ DETAIL AN EXT 1 SCALE 1/4 OF PANELS+POCKETS) LENGTH/(#OF PANELS+POCKETS)TYP /2 AN AR<21 EAP 3 -3TVPy �� ASa I \• -�� 4.272 PATTERN,SYM LENGTH/(#OF PANELS+POCKETS)TYP I EXT 1 PATTERN,SYM EXT 1 DETAIL AP SCALE 1/4 0.172 THRU TYP LJ 0.375 T FIRST&SECOND WALLS TYP �— 5 TYP — CZ] DETAIL AS TYPICA�ri�LE SCALE 4.272SPE O ooNDTSU 'ED ALL DRAVWG'REPORTENSIONS IANYERR�aRs N HERTZOG DN�9/11/2015 r 3737 Lakeport Blvd. 7 T LERAN E DRM"BY: a .il: 4[ 1�1\. Fags,OR 97601 (UNLESS SPEQFIED OTHERWISE) A BURWELL �+S SHOW J>Y L ai D 6 SY:S R.A 6 O:H S: Phone:(541)882-3451 '� •0:.. :: wEO�D By; TrrIE: DETAIL AR T T — 2-TRACK FRAME y p::; ry UNDER 10'-0^t 1/32 x±.L ]JONES MULTI SLIDE PATIO DOOR EXT 1 � 0 :'L.;.� ...P4•'?��/�� OVER 10'-0^±1/16 XX±A2 MPROVED BY: SCALE 1/4i'� ��:` ]]ONES ©SILL AND HEAD ANCHOR HOLES DETAIL �r.Fsl : ANGULAR±la .)=±.006 [DENRFlER NO. MODEL ORMMNG NI! HE G1iQA1 �I�.;: UNRASSEMBLY TOLERAN� X012967-324.ipt P012967 eniy$ 6 D�ph�d].�' HEIGHT±1/16 WIDTH fl/L6 QMIS JEIWiEKkF ALLRIGNTS RESERVEDNO DUPUCATIONOR �� T SBB Ea Dw'a BeaeL FL 33O04wCC 33B MULLION±1/16 FRACTION±1/32 DMIBUTIONPERMITfEDJEIBri'EN.i¢.00NFlDENTXMDPROPRETARY. B NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL 5 TYPE —5 TYP E2 TYP 2 ANCHORS PER PANEL LOCATED IN TRACK 1&2 AND ALIGNED WITH CENTER POINT �- OF EACH CLOSED POSITION PANEL U3 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 17' 7 7 US TYP 5 ANCHOR PATTERN LOCATED IN TRACK 1&2 TOWERS APPROXIMATE CENTER OF ® EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG 60/65 POCKET DOORS WITH THRU FRAME INSTALL p 4 272 POCKET HEAD AND SILL END;MIRROR FOR 2-POCKET CONFIGURATIONS 4.272 Q EXT 1 DETAIL AU Ems.1 DETAIL A /BA SCALE 1/4 6 TYPE I LENGTH/(#OF PANELS)/2— LENGTH/#OF PANELS)TYP AVa2 -3 TYP AU BA AY AWQ 5 I �� I 4.272 \ E PATTERN PATTERN,SYM t PATTERN 1.619 �— LENGTH/#OF PANELS)TYP PATTERN,SYM EXT 1 DETAIL AV 0.172 THRU TYP SCALE 1/4 LJ 0.375 T FIRST&SECOND TYP 3 TYP 4.272 DETAIL AY TYPICAL- SCALE YPICALSCALE I/2 11��SES F+ DIlENSONS IN INCHES DATE, 3737 Lakeport Blvd. DONOTS(hLEDRAWING-REPMTANERRORS N HERTZOG 9/ /2015 EL"EN7 TOLERANCES Falls,OR 97601 1.819 (UNLESS SPECIFIED OTHERWISE) � S SHOW D 0 6.3.i 8: Phone:(541)882-3451 PATTERN 2-TRACK FRAME EXT 1 xt UNDER lo'-o^t 1/32 x t.1 ]JONES MULTI-SLIDE PATIO DOOR DETAIL AW :, 0.::..( P. OVER 10'-0^tl/16 xx t.02 APPRovEo BY: �i•T .•.. `��`�� ]JONES 6 SILL AND HEAD ANCHOR HOLES DETAIL SCALE 1/4 i�:ccs, • (j `y ANGULAR t 1° x>oc 1.006 TUE FlER No. MODEL1—G rva: UNRnssEMBLYTOLERANo� X012967-334.ipt P012967 398 E..... D x ��,ckr��,`zwtE 39e HEIGHT fl/16 WIDTH t]/16 02015 JELOVEN.im.ALLNGHTS RESERVEONODUP11CATI0NOR D,ni.B... --33004 MULLION±1/16 FRACTION±1/32 DWRIBUTRINPERWTTEDJE"EN.icCONFIDENMLANDPROPRETARY B NOTES: \5 TYP 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED BETWEEN TRACK TOWERS AT SILL E2 TYP 1 ANCHOR PER PANEL LOCATED BETWEEN TRACK TOWERS AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL ANCHOR PATTERN LOCATED BETWEEN THE TRACK TOWERS AT EACH INTERLOCK AREA �Q ®1 ANCHOR AT ENDS LOCATED BETWEEN TRACK TOWERS ON SILL ® a5 TYP 5 ANCHOR PATTERN LOCATED BETWEEN TRACK TOWERS APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR WELDED FRAME PG 60/65 DOORS WITH NAIL FIN OR THRU FRAME INSTALL 3.046 7 HEAD AND JAMB FOLLOW PG 60/65 FOR THRU FRAME OR NAIL FIN INSTALLATION EXT 1 DETAIL 4 SCALE 1 LENGTH/(#OF PANELS)/2 LENGTH/(#OF PANELS)TYP /4 BE BD BF —3 TYP / 3,046 PATTERN,SYM 1 LENGTH/(#OF PANELS)TYP J 0.172 THRU TYP PATTERN,SYM LJ 0.375 Z SCREW BOSS TYP DETAIL BE EXT 1 SCALE 1/4 DETAIL BG TYPICAL:Hy"&1In�� /1.�C SCALE 1/2 `�O5 F �i��{� 3.046 UN F55 S.ED ALL DIMENSTDNS IN INCHES ZIA`ENG _: DAIS: Z Q: DONOT561LEDRAWTNG-REPORT ANY ERRORS N HERTZOG 9/11/2015 ,�7T 3737 Lakeport Blvd. 7 r T L RAN DRAwN sY: EL1\. ��Falls,OR 97601 (UNLESS SPECIFlED OTHERWISE) A BURWELL AS SHOW iv':s K:6:(j OTs 9: Phone:(541)882-3451 5 01.. aEaED ev: E: 7 T :I- 2-TRACK FRAME DETAIL BF '. 47 UNDER 10'-0"±1/32 X±.1 ]JONES O :,:,� P,:'`:�<U�� OVER IDI-o"±1/16 XX±.Dz A"""O�D�° MULTI-SLIDE PATIO DOOR EXT I SCALE 1/4i�'`�F �' ��` ]JONES ©SILL ANCHOR HOLES DETAIL Sl • ANGULAR t 1� .XIOC f.D86 �ENIIFlER No. MDDEL DRA`NAIG NO.: HE AN� 012967 451.ipt P012967 uurrwssEMeLVTO ER HEIGHT±1/16 WIDTH±1/16 398 fiasLDeniH'B.AU�EIVd,Suitt 398 02015 JEL°47EN,ic ALLRIGHTSRESEWEDNODUFUCATIONOR REV: SHEEP Dania Beach,FL 33004 MULLION±1/16 FRACTION±1/32 DGTRIBUTXINPERMITTEDJEiUWEN.k.CONHDENTDILANDPROPRETARY B