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HomeMy WebLinkAboutProduct Approval /20 -0113 1114 , 41.45 • t._t..::3a,......r.. ............_.v...... ,._,»,...d:,..,.?:.a: »' u..�. ., a.:.�`d,.s�.:aav }.ta&` �wi* 74.Fa."? €. '�4:;�',.::e �.est .aI,E.H SCIS Home i Log In a User Registration Hot Topics j Submit Surcharge I Stats&Facts Publications s Contact Us I BCIS Site Map ! Links Search bpr . EProductApproval USER:Public User Produrt J. royal'1giLli,>Froduct orr,,^,.plica{ic,n 4e rch>Application I ist>Application Detail FL# FL14569- g' ;;S, Application Type r 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-WEN 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 Swinging Exterior Door Assemblies Compliance Method Certification Mark 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 Florida Licensed Professional Engineer or Architect FL14569 R9 EQUIV ASTM E84 Eouivalencv Letter SS 2017-08-31.odf Product Approval Method Method 1 Option A Date Submitted 10/02/2017 A Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL145119 R9 C CA,. NI006255-R7 Certificate;pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other:Product must be installed per manufacturer F114569 R9 II 3W0509-03 Installation...gdf instructions as stated on drawing JW0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R9 AE PER3392.pdf Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.14 (i9,._P9_C.._CkC___NI{7(,6)' 02=R „_C=r.tificate;it. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL14569 R9 II 3W0509-04 Instellation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R9 AE PER3393.pdf Created by Independent Third Party:Yes 14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FIF1..145169 R9 C CAC NIQQ.6254_R5 Certifirate.,.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R9 II )W0509-01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R9 AE PER3391.pdf Created by Independent Third Party:Yes 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011062 NI011062.01 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other: Ft-14 5.69 R9 II )W032012E1_ Installation.pci[ Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports Fl_145,fj,9,_Ry_Ac PE 1,3R.L,Iidf Created by Independent Third Party: Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC N1011061-R1 Ce�tificare pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R9 II JW072012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R9 AE PER3322.pdf Created by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes l-L14569 R9 C CAC NI011032-R1 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date JELDWEN® Steel O. CONTOURS STEEL DOOR,WOOD EDGE w - 6-8 OUTSWING IMPACT GLAZED SiNGLE OR DOUBLE DOOR UNIT �oa CD - ts UTILIZING COMPONENTS FROM ODL°INC.AND 74" MAX. OVERALL p •> o FRAME WIDTH W o m o M N ENDURA PRODUCTS INC. 37 t/2" MAX. __ o-- c cL o FRAME WIDTH 36 1/27"4.M. /2" MAX. • a0 m m 35 3/4" MAX. — PANEL WIDTH — i0 2 . ^^ = GENERAL NOTES PANEL WIDTH W/ASTRACAL � m vv 0 m CirLI- I.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING ' l x r� m CODE(FBC).INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH S M m tl LL THE FOLLOWING: .. __.__._... _ 1.1-1 .. ( On tv TAS 20:94 :201,4:1 / Y opp TAS 202:94 TAS 203-94 o-- p s +- /2" 20 1/2" i2.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER x 20 i/2" -� w X AX - MAX - a w W LOADS TO THE-STRUCTURE. _ _ MAX d m El D .O. D.L.O. d = 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. w D.L.O. a u w w W z ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING c �. 2 �}'. lime INACTIVE ACTIVE ? q N OR STUCCO. c_ 0 z 4.DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1, " 15 !V 131111 frp �`• 0 -L.,I,,'- _I� 3 0�o a 3 p 5, Ct THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY .23 HURRICANE ZONE(HVHZ) arh / -Cf'-.. a / 4ll O0.q Inti.PRODUCT DOES NOT REQUIRE S!-(UTTERS �r © v \ O --1J 0 Q-m0 M 0) M N 00 ?Nt/)O J n O h cO W z O J W Q RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditionst / z DOOR LEAF CONSTRUCTION: I vt:3 Li � Fare sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 c O --Pa rt ------ci611 m cr U w commercial quality AKDO per ASTM 620 with average minimum yield _ I ?0 4 w strength Fy(ave)30627 psi. A A,: A\ A: A o r0 to re �� —;•�i _._..._.__._._ a Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density,by Jeld-Wen Inc. q 2"' J 2 4 a 0. Panel Construction: The active and inactive panels are consbucted from 24 GAASTRAGAL BOLT ITEM ( 12 w m (0.02 t'min)galvanized steel.The lace sheets at top and bottom are bens 90'over m O the lop and bottom rails.The top rail measures 1.0"high x 1.688"wide.The steel • SINGLE OUTSWINC UNIT (N) DOUBLE OUTSWING UNiT(XX) 0 z z z bottom rail measures 1.21"high x 1.688"wide.The sides of the face sheets are roll SCALE.- 1/2" =1'-0" SCALE.- 1/2" =1'-0" o3 0 0 0 0 L,cti Fri 93 formed into the latch and hinge stiles which measure 1.00"high x 1.688"wide,The d-- interior cavityis filled with expendedpolystyrene.The face sheets areglued to the z .I f p ALL DOOR MODELS ARE VIEWED E ti e expanded polystyrene.The panels are cut out for the two-piece ODL Aluminum ( o N FROM THF EXTERIOR SIDE -J -'-h z ALLEN frame.Units are glazed with tempered and laminated impact 1"1G.On 2§04‹0 O double door applications the inactive door is fitted with an extruded aluminum =w a w w Ln astragal of 6063-T5 alloy,manufactured by Endura. TABLE I DESIGN PRESSURE RATING w o w w ul v 0 cel CC Frame Construction: The frames are constructed of fingerjointed pine jambs l I - APPROVED FOR USE WHERE NOTES: ���� PROTECTION FOR WATER -O O V 1 measuring 4-9/16"x 1-1;4".The head jambs are mortised and butt joined to �/ in x o! NFlulcanoNlsREQuFLo 1 - ALL VIEWS FROM EXTERIOR. the side jambs,and attached with three(3)16GA U16"crown x 2"long POSITIVE .E PSF 2 - FOR HORIZONTAL. ANCHOR IN 1X BUCK OPTION IN o n staples on each side.The tlrreshllotd is attached to the side jambs with ---_................._........-................._........__..._.............._......._._................................_..._....._..._........................_._.-......... 0.--toco;-i three(3) 16GA 7rt6"crown x 2"long staples on each side. NEGATIVE I -EO.O PSF MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. ,!�—�y q. Glazing: ODL insulated lite is 1"overall thickness,consisting of one(t) 3 - FOR VERTICAL ANCHOR IN 1x BNS KGl rw1RTY�Tj IN t c panetemperedglass: space; (2) TABLE OF CONTENTS MASONRY/CONCRETE. SEES S F'6 70 ertypt.S. L,,©o m e o of 0.125" 0.5"airtwo panes of 0.125" �. O �� iz annealed with,090'PVB interlayer by Solutia.All Res are sandwiched -'D �• :�,. � ME E:DESCRIPTION `\Ci. • { E:6/18/13 `glazed into the panels. ---_-_..__...-....-._........._-__-__..____-____....__....___ ..-.._.._..........._............._...._....___.._____-- 1 ;O :. .1 r { ^ SCALE:AS NOTED I TYPICAL ELEVATIONS i �]�-., .. 2 VERTICAL.CROSS SECTION&BILL OF MATERIAL.. _* i : * 950.fp: EAC 3 HORIZONTAL CROSS SECTIONS = -0 STATE OF •: tr ' CHK.EMS. SAFFELL 4 OPTIONAL IX BUCK IN MASONRYICONCFIETE CROSS SECTIONS -pCH ��r'E'*/�: DRAWING NO.: 5 ANCHORING LOCATIONS D�yi:ally siync"I by Hermes F.Noreen,P.E. ,::,},OiriG >.�` JW0509-03 6 COMPONENT DETAILS _ Rea»n:l am approving this document 394•4s g�j,, fir`"na ' 7 UNIT COMPONENTS Date:2015.02,0911,1404-OI'OO FEFECEtf/mI NXMt o.2NIT8 SHEET 1 OF 7 - --- - - _ 1" MIN. ---------.......... 1 MIN. ----- -----L-- _ �� /i' (�- Item DESCRIPTION j Mater a: _ Im 1 SIDE JAMB (1 I/4"x 4 9jt6"ENGERJOINTED PINE. PINE 1" �_ 1" v 2 Q 1" 2 HEAD JAMB (1 1/4"x 4 9/16"FINGERJOINTED PINE) PINE i MIN. MIN. �� " MIN. 1" MIN. {f 3 4" x 4" BUTT HINGE 1204. (.089" MIN) 1 STEEL co (� 77 c 4 1,9 x-1" PHILLIPS FLATHEAD WOOD SCREW I STEEL o I- $ G T9 3 5 X10 PHILLIPS HD SCREW WITH 1 1/2"MIN. EMBED. STEEL d w______„,,,,„-/---- IR AdlN.1 EMB. 1/4" MAX. 7 #$ X 3" PHILLIPS FLATEHEAD WOOD SCREW 3?EEL q m d N . SHIM THK. 0 8 #8X1"PHILLIPS FLAT HEAD WOOD SCREW I STEEL o n imp--- f 9 COMPRESSION WEATHERSTRIP (Q-LON ODS-65Q,Li. VINYL • a.0 a 1 / 1! OUTSWING.THRES,ALD(ENDURA) ALUMINUM x u r `/n:j/%j/ ����A��� Q 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16"x 18" STEEL 0 �q SEE ASTRAGAL 80L7 STRIKE PLATE LOCATED STEEL 1/4" MAX. .. •A 13 Q LL v SHIM THK. DETAIL A . ` ON HEAD JAMB I ,;,...„..d X SHT. 7 „..,,,,,:1 ,4,,,...... � ` ;yew DETAILEA�` AIM 14 16 Co. 7/16"CROWN x 2"LONG STAPLES STEEL ;�a u. Iiiiilii SHT. 7 �� 15 KWtKSET LUCK SERIES 4UU ; STEEL E massimmismi �� fa" KWTKSET DFAU80LT SERIES 780 I STF..Et. 'ice 28 17 ENDURA ULTIMATE HURRICANE'ASTRAGAL ! ALUMINUM Y me O ED 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD t �� `9 20 NON COMPRESSION SHIM WOOD CD- 1 1 I 21 DOW 995 SILICONE SEALANT SILICONE wFes= '�{ ''� 22 1"IMPACT IG ASSEMBLY BY ODL GLASS ca _ 23 1/8" TEMPERED GLASS GLASS W o-. r --` Y� 'i� 0,-...,....,-.A.:7-.2. , 24 3/8"LAMINATED ANNEALED GLASS GLASS S V) = I r ilorAti 21 -- t , 25 LOCK BLOCK SOLID WOOD x 12"LG) W000 Cr CO SEE i c ir+ 2$ TOP RAIL (LVE.) I LVL • o(1.-- o 1 z O - �� 't 3 27 BOTTOM RAIL__(25CA MIN GALVANIZED STEEL)._..1._ -c:' w 5 DETAIL G EXTERIOR w SEE 28 ENPANDED P01Y518?ENE(1.0 TO L25i1s OLNSITY DY JEW-WEN) FOAM tr¢ rn41 a SF,T. 6 = O DETAIL G EXTERIOR 29 STEEL DOOR PANEL SKIN MATERIAL(24GA GALVANIZED) STEEL 0 0.Lti NQ 23 Y w -t 'H T 6 A-525 COMMERCIAL QUALITY 0;021"_.MIN.THICK.)__.,-__.OAJ,VANj,ZEp,- p-o Ii Z. +1- aIOA < :SO dDL UTEALLI`tl��RAME{ALUM 6C53 Y5 A!(IIttNUtd o o Q w .I M rt z 23 I I 31 HINGE SIDE STILE FINGER JOINTED LVL) LVE W 2 p.,• 00 JU. .:........._....... ............................_..........._ .._......... ................. w y ¢ - 2C?")---.N., ¢ 32 LATDH SIDE STILE FINGER JOINTED LN LVL H in�.m �� w 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL. F-.p w ¢-' w> u�i 4 ® cc 'co 22 I, l 34 3/16"ITW BUILOEX TAPCON WITH 1.25"MIN. EMBEDMENT STEEL O w �� ct J CA INTERIOR > i �J 35 OPTIONAL 1x WOOD BUCK WOOD m V o f Z o INTERIOR ; J o `° a st ► / 0 g 11 _._.,- a as J. ......L_ I ir t 3 r_.-..`.i-:r....'h:-.,t \� d• 0--,/ 4 a , , 2_;) t .'-`. 0 : 0 oo i, T...._ 2 i m 21 )M MUM,. NOTES: z z zi ....,4,211M1,..,.....-021 1 thi 0 30 int T r FOR TAPCON MASONRY AND WOOD SCREW ANCHOR mrii o 260-..... r " ,,i 2 J SPACING (ITEMS #5 & #34), SEE SHEET 5. Z filo 19 28 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN o x z J x in- 27 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. o w o w w o o 5 D, OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW , (73 =w¢w wI 11 B AS LONG MINIMUM o 8 08,.....0:L �. EMBEDMENT lS ACHIEVED. .�/��\] SECTION O HEAD OR JAM AS (111 34 ra. o orr m� n NTIF N ...= . , . -•.' ' F "T=TT- .0111111///,. 1 1/2" MIN. EMB. `�`�b x ri s.�r ill `,��':cs,, ,4..7. 0„ !WEI 6/18/13 -Y- r fJt3f 7$ SCALE:AS NOTED -------- y \z `"''_- _.----�- E* _- * = ova By: EAG _ 1 1" E w 1" MIN. - 1" MIN. "�7iiT,E O CHK Br:S. SAFFEL_L _ MIN. ' MIN.........._ ����q�[p{� DRAWING No.: VERTI AL CROSS SECTION TYR r�0 ERTICAL CROSS SECT/ON 7'Y P, Grttr➢rap.. 6 BPl4k s, ae JW`0509-03 © 2 IMOD FRAME INSTALLATION SCALE: 6" =I'-0' ONCRFTE INSTAI,l.ATlON SCALE: E" =!'-0" FSP A4AleMf .228578 SHEET 2 of 7 ®® 5 MIN.„ _1/4" MAX. t 1 • 1/4" MA%._ MIN. I - I I SHIM SEE UETA L A ` SHIM IIT r SHEET 7 15 SEE DETAIL A� - 1" 22 SHEET 7 \ 1" O MIN. �;' SEE-1 6 MIN. . O .5 DETAIL C \ _ 0 W"d n I� �....._..---_._.. ® 4 6 tt t 30 Q�, b I 1 F--1 ? rn o i © = 30 �2! l 27 \ ....,•,...: 31 9 I w0 r!1 o m N 111 1y _ S if®, \ q V� Q 0/`;:i O 1" 1 Ili. INTERIOR t� rp a y O i" 'r a O m m MIN. Q .— I w 1 MIN. '°s _ n ti I 33 .al s II-- Air ' I r'�'l fXTFRIOR �.V r. .. x y L m r_.1— ® .(_- / 0 fI s m E > 20 O 1f 0 ®HORIZONTAL CROSS SECTION TYP. HORIZONTAL CROSS'SECTION TIP WOOD INSTALLATION (SCALE: 6" =f'-0") ® WOOD INSTALLATION (SCALE: 6" =1'-0") ®®®-- 1 1/4" 0 1MIN. EMB. 1 1/4" I O p)-- 4, v) I -1 ` MIN. E..MB. N j 2 A1/a" MAX. t/a" MAX, 1 o MAIN, CrI � J1,I SHIM SEE DETAIL A 28 29 22. SEE SHEF_T 7 '\ SHIM -����_ I • I MIN. 3 U O I MIN. MOW, SHEET 7 ‘16.- (^� 1" QInn:u un7i,m ( DE7AILEG x O \ MN. OU V)i4 SHT. b30.- 'tuti�v���r. .., m p . 1?-c---9 . 0 ,:3 /'-' AI* ' ! f T 14 r„ lt1 2. WMIN. t ` ^J yvl 's r ill�II MIN I" (O W¢ N p ♦ S L.. z„ MIN.f.�uI to i -i _ GMr�3�.. i- p0Et U IYIIilMill:.;');.,,.',.:.:' ,..':.1.:„;s '— 11III Izo (J33 I , N � 's i=iirt EXTERIOR It.1 i �..... .. /.i.•.1 'If JI CD 2 a 21 24 0 0 / 1 . �'♦,'I% 0•• 'r 1 •G_.CBSt.S,£_.YE'C'TION TYP._—__.�_ . _fRIZOATAL CROSS SECTION TYP.__ 6 m O .6 i 4GRFTE INSTALLATION(SCALE: 6" =!'-D") w.NCRETE INSTALLATION(SCALE: 6" =1'-0") :-v>)n V1 r 2� W NOTES: _0 Et U Q.' / E.0 - a. ASTACAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). ~_ Z J co INTMOR O<0< p ® b ei ... LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. y ;�}LI • !n J `4 � - 60Th PLATES REQUIRE 18 X 3"PHILLIPS FLAT HEAD WOOD SCREWS. I C]'I.,„1 I vilt c) Qr ' +^_• ,s.t^ D.,BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16"ITW Ram TAPCON. r 2 0 •. CC - 1� I Ig ,� { TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMSO `11 C C #5&X34),SEE SHE i I ..1_._.___.___ SHEET 5 4 O O 0�.al WACTIVE i r , .. _;� ,r �.�:;��: ACTIVE 1 - t`\\r--0- 771777•7 '41.111.01 -1I E>FOR HORIZONTAL ANCHOR IN TX BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR \.�..,\co'-Tri orals. N V ExTERIOR 0 29 ® ® / 28 1%11ut7Nrrr .�^."'•._.. ! l! [)OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION Oc.NVE7�0g05)1�J {?'�ONC L) -y_.�0 AS MINIMUM EMBEDMENT IS ACHIEVED. ... „.......?... _<:.1,1... �•��QC � P.i i U C5 7Z IGr �C Y Q DAM 6/18/13 E ASTRAGAL CBQFSSECTiON TYP, Z :�.O " 3J (SCALE 6" =1'-O") _ ' �,! 7$;._. `S��:AS NOTED * ...'/9j�(7yy.. * c DWG.Lr: EAG I-}STATE Or J(� CHK.DY;S, SAFFELL GI� �°, &`� DRAWING No.: ;i l 11 'laird s tri JW0509-03 20(1,441d s�0h;sAaa HIRE CEEttlaan*. O.229-57B SHEET . GF 7 t 34- 1 1/4" - - - - - ____ 1MIN. EMB. -- 1" MIN.--- 1" MIN.- -{--\----: -, 4" MAX. �-�j I --I I" MIN. 1" MIN. I 1" ' _i/SHIM rr v MIN. -SEE DETAIL�^ t-t2�//''-29 Fri 1 I I MIN. SKEET 7/ ( 5) O m o r`i ILL 4 C DETAIL G �i 35 t» l ' O-1 mind + i" MIN. + ■ ., ')Viii_it I INTERIOR q u. I/4" MAX, / —"��./- 20 VAIN. 3� ',i!: 7" z t"..c a m • SHitd THK. / ^c‹. \ .�r tf it �{ w cn N IL ISEE-� . 33 ..----'- ,r .;r.-r, r.`� r m '7_. . ,..., .:. EXTERIOR DETAIL A 1t, l_._. �� Y SHT, 7 __ �- . .._....... 1 1 4^ HORIZONTAL CROSS SECTION TYP 35 J (/ \ 4 OPERATING UNIT IX BUCK 32- / 1 . 0 9 OPTION IN MASONRY/CONCRETE 20 CD— ` )) w �t JO •''E ?.• 21 (SCALE. 6" =1'-0") `% MIN. E . p01,_ zCZ_D ,, 1/4" MAX. I w tt L.,Z 01- '1 I�,±ttl::''1•:: 1 SHIM I^ / 1" O.c{ jw en.--.'--; ��;1.YY�'�-; { M!N. 0....I o ►� SEE DETAIL A O O a sQ i 1 22 SHEET 7 s O IAtq' oSEE DETAIL G x 9 I SEE , �MiN. CX''O Z3. I.1 J DETAIL SHT, b SHT. 6 t . xI• v31 INTER\\O \ tiij t 1" Lu{ m In to ® 71Ijl' 24 r }' 11 1.11N,i" _(C C I I- w aS INTER74R I T `� e } j .. `Mppyq wfi i 1dIN. In O O QI W i . w YR..' EXTERIOR I I „. CD z 0 ¢tK 1 i" � -- 21 .. 0 XZ n 27 IVT".:-5��_,,,�„\�, 1 1/4" `1 29 q a_ 0-I...0 0 30 I r.. MIN. 3 1- m •Y .:� : ':t=;` 21 EMB. I 20 35 �© 21-.I°� Im I r- at)72O OP<IZONTAL C8051.. ZZQK.ZYP 6 I z ��d j 28"_ {I ., v 2 ��} PERATING UNIT fX BUCK O0 c�O 19 I • OPTION IN MASONRY,/CONCRETE I 0 njn�vrGT a BC, HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN �„-�y "� SCALE 6" =1'-0" i" MIN. r ( 1• O;Y V lY r-1rz0_t zI C ! 34 _ M 1" MCN. 'Q' • / j ..'� i w ZiZO W In .� Ei V ' 'S2 II v a 1 \ '"} •y\oONw • �.p \' NOTES: • . Q --,,,,t , � FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING. (ITEMS/5 A #34), SEE -�tt .-1� �Za? v` 1 \. ' SEE DECAL A SHEET 5. 1.-'N d'yN. ^� - 1" MIN. I ° . . '. 'h'„„'Vjr '�..-0N SHEET 7 I _L- I -I t" MIN -'_ �- d ( �� OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF rgoilak blutivS LONC 1" MIN. 1" MIN. /{I" „\ ^\�\ AS MINIMUM EMBEDMENT IS ACHIEVED. `�‘���r�. F.(vim�1�i id O OCO<j v t/4» ..73:>0.t..�' ,.. �;1� DATE:16/18/13'z /18/13 qtr —MAX. ''Z' 4S +.. .J..0 scu.E:AS NOTED 1 ' ©� ` : :1_S .2b' $ Y ° -. i SHIM /N(1/, ]7 _..,', D"Al 5r EAG E 4 rPERATING UNIT IX BUCK o I 1/2 MIM. EMB. =* dk" * C...._...'.:.__....`___............._-__..._ OPTION IN MASONRY/CONCRETE — """ : '0 �• T L>;y CHK.sy:S. SAFFELL (SCALE: 6" =1'-0") " -lies, P N F�O,P'q ((7 DRAWING NO.: CONCRETE/ OPTIONAL MASONRY/CONCRETE INSTALL %' �+L. ,4"4„..4371, WD �'` MASONRY -- ! • aura °N°y'ro � JW0509-03 • BY CROSS SECTION OF HEAD OR JAMB 3aex, nh�BEACH�,g(L�vpv� OTHERS FOPS UTFL tJ3is .HEET 4 Cr 7 1 +t.nrti SEE DETAIL E3 0 12� SHEET 6 o I p SEE DETAIL B I • ��jj • �� o SHEET 5 Fldrn -°' SEE DETAIL A ® SEE DETAIL B �O m°-' °v O M(<:), a> 0 J 6,.(_ 16• \SHEET 6 6" — 1--1 12 1/2" TYP. 6"-� I— SHEET 5 q N i I 1 1 l 1 I i fi �. 1 I ' I I o�o�� 1 — 1 f -7:-..-__"--:—C-----1-71-1-7--57. ` 7...___ - A ro © , � I � 13 I M X QNB►.__.... 5 { z �L ci.LO ° "� TYP,® SEE DETAIL D.-! a. H� ' N 0 1YP. _ N m N SHEET 6 N RIY y, N - - �!q f M_:---II y. C, �A -I O 1 t7 ' Ilk N N ! q P o I e v- v`, 3"o Z - :4 - ' ' - M 0 TYP. 7 0 a ti �¢ a 1'7/ M 5 TYP, i M ! o a7.+W-.I O t '' r m_m 'JQ . azo c�� )re i I � 1 i 1 1 i I © titmm r� —I 6" SEE DETAIL A I cn O 4,1 re T z 6 SHEET 5 6" F 12 1 f 2" TYP. 6"—i SEE DETAIL A red_,a {-- 37 1/2" SHEET 5 =0j a o ¢ 74" � �� C).„...1 ALL DOOR LODELS ARE VIEWED ® 18 a(� a FROM THE INTERIOR SIDE ' _ 'Q6 L SEE DETAIL E SHEET 6 -----: 1 r z -z` cnCEOPO u.0 vi ui - z? a' OxorL'rc. ANCHORING LOCATIONS ANCHORING LOCATJJON DOUBLE OUTSWING SINGLE UNIT LX) _OUTS"ING lLNIT (XX) 0-40,71-i< 0 z SCALE: 1/2" =1'-0" SCALE. 1/2" =1'-0" NJ ww -(n =zmzz 3 tW�WW f-u)0.4•0(..5 id rr ``.``�Uunryrrr i J c. m N z N e ' 1111 1 i III N` ,2g Ft " ..:.?4„ : rA�P l' D - OATL'6/18/13 ` N ! $? SME AS NOTED D C-}1 _ *11� AaFc DWG.erEAC 1. �,p9 � ..... � _ GNK.eYS. SAFFELL E LL M. nDRAWING NO.: DETAIL A DATAIB �i(� °"IG'QfM• to,Z' JW0509-03 39uV g A. a9 SCALE: 3" =1'-0" SCALE:.3" =1'-0" raa0154 FBPE- /6fpUtt N.2958 SHEET 5 OF 7 { I— 4" 9/15"=_-I ANCHOR EXTERIOR SIDE { EXTERIOR 3/4" /7 i` 1 1/4 0\\ t3 Oe Z { { o r E ! �a �rrn (3} 5 5/8 O O } ° 1 0 v "' \ I ( w0 Cfl O M N is O` m C �. 1 w jj� 33 34 Al N` • a0 m m O INTERIOR ' 5 1 /11 '/Z„ t 5 1/2" ® to an A N,t- O _ DRILL. 3/8" ASTRAGAL- O f z a LL {� RETAINER BOLT HOLE , nib z \ 0 3 co m / THRU FRAME/MASONRY 3 m (§)—/ x 1-3/$" DEEP R / DETAIL B DETAIL C DETAIL D DETAIL A -HINGE MOUNTING DETAIL THROW-BOLT STRIKE PLATE FOR HEAD STRIKE PLATES TO .IAMBS STRIKE PLATES TO ASTRAGAL 4.1 w SCALE: 3" =f'-O" SCALE: 3" -I'-O" SCALE: 3/8" -1'-O" SCALE: 3/8" =f'-O" U p t- ,Nz -43 N • N1 a¢0 o w po --m 1.-- :1 :f wzdmz • + Evia s a 17 ao � p N iu o _DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE '� p g THRU THRESHOLD/MASONRY x 1-3/8" DEEP I 1/2" x 1/4" CU-D SPACER op z o ` l a• co 0-- x= re J \ o 21 <1- .s an a V J n i { , :; g 1/8" TEMPERED GLASS 0 a'6 oco E arena 0 T i_. v z zz ®I 00 7 '-'14_ � 1/2" AIR SPACE mom'o O O TYP ;CO i I ae4 z O w 0.090" PVB j { e A i�i� INTERLAYER BYozortcr w C-I z ,, + ; -'= SOLUTIA w<;x 0 ec.D, o EXTERIOR W w w 5 �� Q 1 � I ! �� C2.' CC .f 5/8" GLASS 1 —; - BITE 1/8" ANNEALED oro o o�h:n oOhC DETAIL E DETAIL F - ENDURA ASTRAGAL' DETAIL C - ODL .�-'n\\< ASTRAGAL RETAINER STRIKE PLATE FOR SILL FASTENER SPACING USE #8x1" PPM WS GLAZING DETAIL ISULATED CLASS N`I'N SCALE: 3" =1'-D" SCALE: NTS SCALE: 6" =1'-0" ,`��J`�ES F t�Ot'4,�� w o v ro Ct �1(�:�G, -1.1.0 GAM 6/18/13 .. 4, 7V`' :�F:AS NOTED = *. ...* = DWG.6r: EAG 7D�p •• t>J CNK.B S. SAFF ELL 10 �� � DRAWING NO.:-9dumo�3n 3A,i.Artla JWO509-03 i PBPE CEppif ah4MaaO28578 SNEET C Dr'7 i 1 I I 4" - - - 1 4 9/16" yI h --9/16" „..,,qt. --- - raj u o } N I } ; ..� �. 0 WOO] OMN 'v // / //- I - ! I —__- a , /////// ///�// L / 1 4 9/16" p d N O O O II �3.�mN / . , i/1 I --i f N >s H T- I—2 3/16"-, / ) -v v i i6" Min �� pl.Li�� Z P w.G m CO mau. 0WO0D JAMB FINGFRJ_QINTED PINE (�$CI�HINGE. 4x4x12 GA!_ FahttfE_RESSION JVEATHERSTR,IP 11 0 T 'I ,r- ,o_J .N?U., , E SCALE.- 6" =1'-0" co - SCALE.- 6" =1'-O" QDS-650 SCALE.- 6" =1'-0" SCALE- 6" =1'-0" .8 2 1/2" -- 7 13/16" — w t 1/4" co r } I 3 1/8" I 1 3/16"-{ ( I 11/16'�) W 1 c. N z ��� © i pi I j // jjj ............... } oma C 'l ir' eoir�e \ 1 1/10 / -� Cr¢p zT; f _ LATCH // - O R W OL SUPPORT N O_. BLOCK f / / _-.I1 11/6.. — I 1/8" a co 1 '� 5/16"-�I.'r Wza J o H n J 3/ TOP RAIL (LVL) v'L�CO iL, z HINGE STILE (LVL) cn O w a LATCH STILE LVL RAIL ',„',___ SCALE.- .TRAGAL STTR�fCE BLAZE_ 17 ENDERA_1I UM_f ilf ASTRAGAL �T� fOCX BLOGX- K OOD _ (LVL) 27 S EL 25Ga_MIN, QALY C SCALE 6" =1'-O" SCALE. 6" =1'-D" SCALE. 6" =1'-O" SCALE. 6" "1'-0" SCALE.' 6" =1'-0" I z o - o Co to r cz a1..> a¢. ---2 1/2"-- -'c2 ,mr 1 3/4" (� q I z z z' : L --.l W.S C.J a.tr. a W W } -i.'i 1' I..._ t HZ.OWW ASTRAGAL BOLT tfAT.- C/R STEEL ROD ASTRACAI. .SILL ODL ALLEN FRAME ,0 o to o 12 TINC & YELLOW CHROMATE 18�STRIKE PLATE 3�ALUMINfJdf 6063 T5 ^o o ti W SCALE: 6" =1'-0" SCALL:• 6" =1'-0" SCALE.' 6" =1'-0" o:- : \>N d~N ``,Utillii,,, ^" 1-I .".\\,0ES F ty0 1"i..„ I,i o c.)m‹Is- 1-USE jz 3/'6" C-SINK, �__ NOTE 1..-f t p s O.:/E.• 6/16/t3 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT ..3:44:iy� p ��' WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. i.„--'::1 „g6,71,76/....7:. _ ��E:AS NOTED 2-USE #8 x 2 1/2" PEN WOOD SCREW WHEN INSTALLING INTO MULLIONS. =*� '"f` • * = DWG. , EAG 3-USE 3/16" 11W TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. = ° :C TATA OP : tr 'fi : , t ` CHK.EmS, SAFFELL WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE.. AT SIDELITE SILLS. '.a'�''s-.jc,�°�f ; DRAWING NO.: 'i Oit1G'OK4• l" " JW0509-03 DET L A - {oUN'I'ERSINK DETAIL s4Ntd Ot,1,, ,8 SCALE- 1/4" =1'-0" Tan �1��' SHEET 7 OF 7 FBPE C f1dll p1N1t.NO.28596