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Home My WebLink AboutPRODUCAT APPROVAL - SWINGING EXTERIOR DOOR - 2L - . �� Kim a act ,.ra- •-;� ' 1-91 Log In 11 User Registration Hot Topics I Submit Surcharge Stats a Facts ( Publicatlons Contact Us I acts Site Map ;' Links Search 1 Florida r Produt Approval USER., Public User C001-11) SCANNED Product Annroval I.1e011 a Pralutt Or Anngcttlnn ce..,-b > gnnliralioniList > Application Detail BY ��-g ..,' r FL # Application Type FLR9 St Lucre COUnty Revision vision 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 Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 custotnerserviceagents@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 F.c 111v ASTM E84 Eauival ncv 1 wrr r Sc 2ni 7 Og 31 n 1� Product Approval Method Method 1 Option A FILE PY Date Submitted 10/02/2017 Date Validated Date Pending FBC Approval Date Approved . FL # Model, Number or Name 14569.1 Contours Steel, Wood Edge Limits of Use 'Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be Installed per manufacturer instructions as stated on drawing 3WO509-03 14569.2 I Contours Steel Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: 14569.3 I Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 14569.4 I Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.5 I Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: 14569.6 I Contours Steel Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use, outside HVHZ: Yes 10/03/2017 10/11/2017 Description Full Lite Door, Outswing, 6'-0" x 6'-8" Certification Agency Certificate E:14569 R9 C CA Nlnn6259-57 Cert-ificate.odf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL1456R9 II Wb509-03 Insta Ila tlon od Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 119 AE PER 392 ndf Created by Independent Third Party: Yes Full Lite Door, Inswing, W-0" is 6'-8" Certification Agency Certificate F1-14569 R9 C CAC NiO06255 07 R3 CertificatA n(lF Quality Assurance Contract Expiration Date 06/30/2019 Installation Instructions FL14569 R9 IT Jwn592 04 Installation odf Verified By: Hermes Norero 73778 Created by Independent -Third Party: Yes Evaluation Reports �14569 RQ oF'p R33g� it j Created by Independent Third Party: Yes % Full Lite Door, Outswing; 6'-0" x 8'-0" Certification Agency Certificate FL14569 R9 C CAC NI006254-115 Certificate ndF Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II 1W0 99 0] SS 201-q-07-02.ndf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AF PFR3391 od Created by Independent Third Party: Yes Opaque Door, Inswing/Outswing, .w/ or w/o Impact & Non - Impact Rated Glazed Sidelitesi 12'-0" x 6'-8" Certification Agency Certificate FL14569 R9 C CAC N10_1062 Nj011n62 Ot (artif rate +r Quality AssuranceContractExpiration Date 04/30/2020 Installation Instructions Fi_14569 R9 U )W0370 2FI installation, df Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Created.by Independent Third Party: Yes Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Certification Agency Certificate FL14569 R9 C CAC 2101106] R] Cgr6ficatr df Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions _ €L?4569 R9 It 1W07 01 FL inst Ilatti p.riff Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL34569 R9 AE PER3327 ndf Created by Independent Third Party: Yes Opaque Door, Outswing, w/ or w/o Sidet Certification Agency Certificate Fl_14569 R9 C nr NI011082-R1 Eertlfica .ndf Quality Assurance Contract Expiration Date Impact Resl, : Yes Design Presr,,,,tn N/A 08/31/201r- - —1 Other: Installation Instructions FLtaSao no 11 5_7104 _ _ _ _ „w r_ ll `ion Odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports F414569 R9 AE P R3398IL Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/out Sidelites, 8--ll" x 8'-0.1 Limits of Use Approved for use in HVHZo Yes Certification Agency Certificate Approved for use outside HVHZ: Yes FL1a569 R9 C�tC_NI014096-R1-NIOi10 6A1- R1 Certificatgdf Impact* Resistant: Yes Design Pressure: N/A Quality Assurance contract Expiration Date Other: 08/31/2019 Installation Instructions 'FI 14569 R9 11 S i108 01 odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FI-14569 R9 AF PER3832 ndf Created by Independent Third Party: Yes Back Next Contact s :: 2601 glairStone Road, TaIllhaSSee Fl 3 399 phone: 850=487-1824 The State of Florida is an AA/EEO employer. Convrigh[ 2007-2013 State of Florida :: prw2cv5tatement :: Accessibility Statement ::-Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mall to this entity. Instead; contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutebe s, effectifor ve October 1, 2012, licensees licensed under Chapter 455,,F.S. must provide the Department with an email address if they have one. The emails Provide the Department with anaemail address which raion with tnbehe cmade available to heensee. However 1publicc.To determises are ne if you u are a liu do not wish censee under to supply a Personal FSplease click please . Product Approval Acceptst 1—iffi HE q0 Credit Card Safe wrtea- IELD-WEN DOOR INSTALLATION DETAILS CONTOURS STEEL DOOR, WOOD EDGE 24 GA. OPAQUE DOOR & GLAZED SIDELITES UP TO 12'-0" X WwS" OUTSWING/INSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO. COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (LB.C.) & INTERNATIONAL RESIDENTIAL CODE O:R.CJ AND THE CURRENT FLORIDA BUILDING CODES (FBC). PRODUCT HAS BEEN TESTED TO TAS 201.94. TAS 202=94 AND TAS 203-94, PRODUCT ALSO MEETS 'HIGH VELOCITY HURRICANE ZONE- (HVHZ) REQUIREMENTS. 2. IX AND 2X.WOOD BUCKS.BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK. MATERIAL MUST HAVE A SPECIFIC GRAVITY OF0.55 OR GREATER. 3, PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME, ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT #J11106 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.COMIPRODUCTSUPPORTIDOCUMENTSANSTALLATION-INSTRUCTIONS UFLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON -IMPACT GLASS SIDELITES. 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, 37 1/2° MAX. SHEET 1. FRAME TYP.' I` D.L.O. 7, ALL FASTENERS IN WOOD S14ALL SHT: #: BE COUNTERSUNK 3/16° DEEP. - EXAMPLE: 3/16•- �I +- LO _ Ei rc 8. CORE DESIGN • EXPA D POLYSTYRENE WITH � m � O, 1.070 125 LBS DENSITY,. BYJEID-WEN INC. z z qLL 9- FACESHEETS: 24 GA (0.021"MIN) THICKNESS. w .� .GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD O H STRENGTH FY(AVE)=40300:PSL 0- IMPACT LITE NON -IMPACT LITE SEE SHT. 42 SEE SHT. #2 371/2' MAX. CA FRAME� � % 7 6_ n� N 10 TYjt, xQ OZX�� C II ACTNE I ; � FIXED a OPAQUE FULLLITE 3-0'X 6.8 ELEVATION SINGLE (X) & (0) 9' MAX. FRAME MAX.FRAMEi I I=1 �J > 0 o � n0l -i i-11 ACTIVE, _ INACTIVE --_-- 12-0 X"ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) nvncnrrliuYEO SYSTEMS: O, X. OO, XO or 0%, OXO, 000, OX%or X%O, OXXO, 000 Wl BOXED SIDELfMS INSWING COMPONENT LIST ITEM DESCRIPTION MATERIAL OTY, 1 NON -COMPRESSION SHIM (0.25• MAX. THK.) '2x WOOD AS REQ. 2 WOOD SUB BUCK (S.G, MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 Ix SUB BUCK K13 MUST BE.0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W! 1 1/2' MIN: EMBEDMENT STEEL AS REQ. 5 3116' ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBEDMENT STEEL AS REQ. G #10 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 3 0R 6 7 #8 X2 PHILLIPS FLATHEAD WOOD SCREW '#9 STEEL 1AS REQ. 8 X 1' PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28 9 1. OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINU 1 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1°OVERALL PLASTIC FRAME.NON-IMPACT GLAZING IG BY OD PVC 1 13 #8 X 11/2' PHILLIPS FLATHEAD WOOD SCREW STEEL AS RED. I OVERHANG I LENGTH �C NOTE: PRODUCT T BEEN RATED FOR WATER INFILTRATION. ION. IFIFAUTHORITY HAVING � JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED ) WHEN INSTALLED AT LOCATION PROTECTED BY i OVERHANG SUCH THATH) OVERHANG (ORATIO = _ u OH LENGTH : OH HEIGHT IS _2:1.0 I Q s OVERHANG RATIO = V i > g0 o MAX. FRAME I-----75' MAX,FRAME—j I 112 i12' MAX- FRAA1E--j (+-74' MAX. FRAME--i no l:r'1 �I r �,! rIxED I Acnv_E , 6-0 X 6-8 ELEVATION DOUBLE (OX) 6-0 X 6-8 ELEVATION DOUBLE (AU) LUiI�L[, FIXED / FIXED 9-0 ,X 6-8 ELEVATION TRIPLE (OXO) 0 L�1-1-0 l-, r ,F V fijI �j Ii 6 0 X 6 8 ELEVATIi jj (. I � DOUBLE (XX) APTIVE .� INACTIVE F. �* 7 *% Digitally signed by Hermes F. Norero, P, Reason: I am approving this document Date: 2015.01.0715:24:33-05'00' iO9JZ W _ t9 O fA- O06 �wz ln 0t O .6 j < - �a:C ?m W O a0 7 0 LU 0) W X �u Q _N o Z FOOp 0 W UOj o Wu' N re 1/20/2012 -NONE G cr: G.LUBBECKE L.Y. S.SAFFELL JW032012FL MAA. 4 UNIUS EXAMPLE: OXXO, OXD, OX Lr 6- #8 X 2" APPLY DAP ALEX PLUS SILICONE PFH SCREW ATP. OR EQUIV. BETWEEN EACH MULLION TYP. � JAMBS BEFORE MULLING 201/4" M Loll�� } I -- ti 0 VE M C \\ > 0 P O Q� N i D O co n ODL IMPACT (ALLEN) FULL LITE ODL LIP-LITE NON -IMPACT �v c Q 3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN w n E o q 12. ODL REDISEAL *5 MIN. GLASS BITE — FOAM GASKETGLASS 17/8• 9 INTERIOR 118' TEMPERED SIDE 1!8' TEMPERED SIDE 12 GLASS W H V' GLASS T J_L W W Cl� O P Afax. 13 /4" 1 3/4• - _ r tau. fA.Z I1f 0.509'AIRSPACE 3 Z z p g (2) 1/8'ANNEALED 3/4'AIRSPACE O CO F Oaf GLASS —� --1/2" MIN. GLASS tr O z ODL REDISEAL FOAM GASKET —" 13/8" -- BITE .� O ` aQ � 0.090 PVB CL!•D SPACER INTERLAYER DETAIL 82 DETAIL C2 QO fn W X `¢ BYSOLUTIA ODL IMPACT GLAZING DETAIL ODL NON -IMPACT GLAZING DETAIL It p a c z MAX. D.L.O: 20 1/2" X 621/2" MAX. D.L.O: " 63". z 00 �+ / /� r 0 < iL 0 e= �\ SF.O /".. O �f- U N wrz 1/20/2012 DETAIL A2 (12) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT ] _ =_ —a NONE *L`• - * aMal G.LUBBECK f -rcln S.SAFFELL ft `#338 °mwriu: ]W032012FL ).29578 arch 2 Cf 7 1" MIN. 1" MIN. --I 4 1 2 1" MIN 1 1/2" MIN. 1/4" MAX. SHIM SEE NOTE #7 INTERIOR ON SHEET 1 ---{ - 1 MIN. — 4 1 1/2' MIN. 2 EMS 7-- 1/4" MAX. SHIM EXTERIOR SEE NOTE 97 WTERIOR EXTERIOR ON SHEET 1 UNIT OUTS WING STATIONARY UNIT RON VERTICAL CROSS SECTION HEAD JAMB HEAD JAMS C'MAX. mini SEE NOTE #7 XX ON SHEET 1 1 INTERIOR STATIONARY UNIT EXTERIOR HORIZONTAL CROSS SECTION OUTS WING SHOWN >' MIN. 1"-1MIIN I 4 I 1/4" MAX. 1 1/2' MIN. SHIM EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION HINGE DETAILw¢ 3 REO'D EXTERIOR INTERIOR SEE NOTE It? ON SHEET 1 1" MIN. %/. / 1" MIN. 1/4" MAX. I SHIM — 1 1/2" MIN. EMBED. OUTSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION 1"MIN 1" MIN OUTSWING OPERATING UNIT VERTICAL CROSS SECTION SILL NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETHMASONRY OPENINGS, SEE SHEET 4 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION M O A v oinm m m OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT ISM ACHIEVED. N N • o O m rrdi Fj>ITEM #0, (#10 X 2') ONE SCREW TO BE INSTALLED IN EACH HINGE Y A C ti AT JOB SITE, CLOSEST TO WEATHERSTRIP,si n r; �AT SILL. PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. 0 z 0 Z C J =I W O to 0 ¢ a }O 9 rgWyZ Q OO O O z 0 p O z 3 L U co W X V a: cy W oar ZOO.z 0 a. o. `��G�,. '" • ��0 �� 7 wTn 1/20/2012 — NONE _ *Q, * ma G.LUBBECKE GKOP S,SAFFELL 398 /� eEAC11��#33s Ddw+%j�lantt, k1.1�3Lo4 1W032012FL FBPECEAf!�@FTAUIfFTN0.29576mn 3 w 7 1'MIN. — 1'MIN. — 1'MIN. — I- MIN. -- CONCRETE! I- MIN. — 1'MIN. ---I SIN MASONRY 1^' -- 1' MIN. — BY OTHERS TYP• 1 114' I — 1�,.flGIN• 1 IN. �J MIN. L7 MIN. 1' MIN. — 1' MI RITERIOR EXTERIOR EMB. 1' MIN. EMBED , . E' dam. '•: EMBED 5 3 CONCRETE! II 2 ,� '2 •O'` • •'' t CONCRETE/ MASONRYI— I /4• ° ..-••_ '' ` °',:. MASONRY BY OTHERS— �O EMBEO I 1 • •, . II BYOTHERS // I q• %. . 1' MIN -- — 1' MIN _I 1/4' 114' % MAX. MAX. EXTERIOR MAX. SHIM %% OU7'SWlNG OPERATING UNIT SHIM SHIM EXTtR10R VERTICAL CROSS SECTION SEE NOTE #7 INTERIOR SEE NOTE 97 INTERIOR SILL SEE NOTE #7 ON SFIEE71 OU7SWlNG OPERATING UNIT ON SHEET 1 VERTICAL CROSS SECTION ON SHEET 1 SEE NOTE #7 OPTIONAL 1"BUCK ON SHEET 1 INTERIOR EaTER10R OUTSWING OPERATING UNIT OUTS WING STATIONARY UNIT cMASO TFJ �.' \ MASONRY 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION \• \\ BY OTHERS HEAD JAMB HEAD JAMB 1114 MIN. - 1 .11 -1 Eh18ED "%%/%%%/. 6 1' MIN0. _I fi m a N N (SWING STATIONARY UNIT \\ • p O m udi .RTICAL.CROSS SEC7fON SOXEDSIDELITESILL I 1'MIN. 1' MIN. I \ SEE ITEM III ONSHEETI w m 114'MAX. SHIM a 1 114' MIN. EMBED W z OUTSWING OPERATING UNIT O Z / 1/4'MIN, HORIIONTAL-CROSS, SECTION C3 WO.N C w EMBED "--I OPTIONAL:i"BUCK o y z a Nw O P MIN. v O.(7 F 00 0 0 x � o,O0 Ix oy c IOIll x 1' M111N. i ON SHEET 1 5 1' h11N, a _ N 7 . z U SEE NOTE #7 Ir O w.. o ON SHEET 1 a ' Jr 174' FdAX. _I I— I I' MIN. �\\� OF 00 Z __ 114'MAX. SHIM � ?Z Q F 1 114' MIN. I SHIM �I• 1 1I4' MIN: a \\\ 7 O 0_ o EMBED. IIFI'�--- EMBED. t' MIN. o \�� ♦\\\\��$ F. o'p o U N = v OUTSWIN;HINGE JAMCROSS SECTION - QUTSWING LATCH JAMS AT FRAME a ` ♦♦♦ 7G� ••"� � �� wig: 1/20/2012. HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 9d _ I-1/4' MAX. J M1 •• NOTES: SHIM t ] —E.-NONE OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAI4B AS LONG AS MINIMUM > _ * 1 CONQRETERJASONRY 4 *' ' vlr Gn . G.LUBBECKE EM1iBEDMENT I§ACHIEVED. BY OTHERS t ifY M111N. __ EMBED EA E�i�Itt�C aw,cl: S.SAFFELL ITEM #S, (#ID X 2') ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SRE , CLOSEST TO WEATHERSTRIP,Q '7 c OP�Vnlaab,; OPTIONAL hU1SONRY/CONCRETE INSTALL 398/(�Ip,AQ;'@Ey�g}Gj�♦#338 � TSILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSSSECTION OF HEAD JAhf80RSi0EJAh4B DJC 'BQa(ifi, t-�,\iJi1D4 3W032012FL FBPE CENO.29578 amr, 4 h 7 y 1" MIN. --j--- 1" MIN. — 4 C 1 K 2 I 1" MIN. ---I— l" MIN. -- 2 1 112" MIN. 1 1/2" MIN. EMS. 1 EMS. T 1/4" _r 1/4" MAX. 118" MAX. SHIM SHIM SEE NOTE # r EXTEROR INTERIOR SEE NOTE #7 EXTERIOR INTI ON SHEET 1 ON SHEET 1 INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB strrnaer. irYM1U1X. ' EMBED. I` �+"+' SEE NOTE 97 %%� ON SHEET 1 renN I/EXTERIOR INTERIOR STATIONARY UNIT HORIZONTAL CROSS SECTION INSWING SHOWN >1"MIN. \\ 1" MIN. I\\\ I 1/4" MAX: FYY" SHIM 1 1/2" MIN.. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION INTERIOR { 1/2I MI IN. EMBED. SEE NOTE #7 ON SHEET 1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4 1 112" MIN, 2 EMBED. I� I 1 ^ MIN { 1' MIN 2 1°MIN INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION SILL BOXED SIDELITE SILL i 4 . c 1" MIN. EXTERIOR �% I 1" MIN. SEE NOTE #7 I ON SHEET 1 1/4" MAX I SHIM �I 1 1/2" MIN. L—] EMBED. INS WING HINGE JAMB AT FRAME. HORIZONTAL CROSS SECTION NOTES: E>FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR °M 1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 6 .. OPTIONALLY, ANCHOR -CAN BE PLACED IN NARROW SECTION o D v o of rn OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ' p z c ACHIEVED. • c 0 m..m ITEM #6, (#10X 2") ONE SCREW TO BE INSTALLED IN EACH p LL HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. AT SILL, PLACE ANCHOR IN SILL BASE MATERIALFOR S M x t ri MAXIMUM SUPPORT. F. 1y1 z 0 J C _Z ww� U ONz 0UJa z a 0 rn O .6 I _'00 � p.0 W o`Q in a� U)LuTD rnwx ix Q . ce o (L 5 L`i' I— 0 GO¢o a 8 �U g �I N= is 1/20/2012 O x L-NONE 6 G.LUSBECKE a" �* S.SAFFELL o�wtsi ,ct'. 1W032012FL #338 i 29678 I'MIN. - - I"MIN, CONCRETE/ 1. MIN. - 1*MIN.. V MIN. 1" MIN. MASONRY I"MIN. BY OTHERS TYP. 1 1/4' 11/4' — Cil F, I, MIN. MIN. V MIN.. MIN, I'MIN 11MIN. EMBED o ep EXtERIOR INTERIOR EMB. 5 3 ' 5 114, MIN EMBED CONCRET 3 RY CONCR MASON MASONRY-L MIN. BY OTHERS 8YOTHERST . . . . . EMBED — 114* 114" 114* INTERIOR Mhux, MAX. I- MIN I- MIN SHIM MAXa INTERIOR SHIM INSWING OPERATING UNIT SHIM EXTERIOR VERirCAL CROSS SECTION SEE NOTE 17 EXTERIOR EXTERIOR SEE INTERIOR SILL SEE NOTE 97 ON SHEET I INSWING OPERATING UNIT ON SHEET I ON SHEET I SEENOTE#7 EXFERIOR INTERIOR VERTICAL CROSS SECTION ON SHEET I OPTIONAL 1" BUCK INSWING STATIONARY UNIT CONCRETE/ INSWING OPERATING UNIT VERTICAL CROSS SECTION MASONRY 3 1 VERTICAL CROSS SECTION HEAD JAMS . . . . . . . . . . . BY OTHERS HEAD JAMB 1114"MIN, EMBED . . . . . . . . . . . . . . 5 INTERIOR 7. O 8 4X s.. 5 1. MIN. 8 3X 1'MIN P MIN I'MIN00 miswiNg STATIONARY UNIT EXTERIOR 'o w t! VERTICAL CROSS MEC—TION 0 HINGE DETAI BOXED SiDELITE SILL 3 REQ'D 1' MIN. I MIN. SEE ITEM 97 c x AX.ON SHEET I 4 rl . 4; *:� 2 2 6 L SHIM S2 o LL 1 114" MIN. EMBED. 1 2 7INSWING OPERATING UNIT Iwu aj z (!) 5: Z 0 HORIZONTAL CROSS SECTION C3 w INTERIOR 1114"MIN OPTIONAL 1" SUCK III a (n - uj EMBED 0 Y),z 1' MIN. C) 0 Lij (D 1. IN. 5 2 1 PJ l"MIN. •p 0 (5 Z 1"IJIN. o -a 8 0 it 0 I"MfN. W0 a 0 0 1' MIN. U) w X EE NOTE z 1. MIN. ONSHE 1 5 f4* MAX IN, -ON SHEET I SEE NOTE #7 9 E < 0 114"MAX. SHIM N. Z ze O CZ 1 114* MIN SHIM 11/4" MIN 1" MIN. 11, 8 (L EMBED. EMBED. INSWING HINGEJAIIIAT FRAME INSWiNG LATCtjJAMB AT FRAME ME: 1/20/2012 .1 HORIZONTAL SECTION HORIZONTAL CROSS SECTION 114* MAX. NOTES; SHIM -MNONE CONCRE SON Y, EDOPTIONIALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OFHEAD OR JAMB AS LONG AS MINIMUM ar:G.LUBBECKE EMBEOMFNTISACHfEVED. BY OTHERS 1 1/2, MIN. i EMBED Eqs MAY., S.SAFFELL [DITEM#6, (#10X.-)ONE SCREW T0 BE INSTALLED IN EACH HINGEATJOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE ItISTALL 398 EACI$ '4338 [DATSILL, PLACE ANCHOR IN SAL BASE MATERIAL FOR MAXIMUM SUPPORT*. CROSS SECT70N OFHEAD JAMB OR SIDE JAMS D m 04 3W032012FL FBPECE CESI A 0. 29578 f-cT 6 a 7 80 3/4" MAX. FRAME (OUTSWING) 5 o \\ _-I 81 7/8 MAX. FRAME (INSWING) 0 O F M� Ln z V I'Jq / m x 2 O O Uf N 0 O Am G)O--1 (n x m� --- ,Aw o*1 0Z - rg X pry-- N M Z CD * N m 01cj;v X �1G)0om z' J-1 Z —I 1T p p 3 3 '-- w 'I I 5" i� ; y yl 115" v YP. i7 1 3 TYP. o `� �14 1/4" MAX O.C. TYP. N 0 � g do n 2 m X OO21 C7 Z a O c my,s ZI. .- \ 80 3/4" MAX. FRAME (OUTSWING) Eli 718 MAX. FRAME (INSWING) j 0z M 0 au 0'n m - N w m OD 1mp�ill�rrrr * m K OH Qi -n D I I 2 m m�rrrrtllt+t�� I�5- I TYP. 5" ---I Imo- `1� TYP. !ham 14 1!4" MAX � w n -->4 ZOO � � j 'i p x m t, o+ O ---8, m j— O 1 — �--� } j G) ono Ej z I '. 80 3/4" MAX. FRAME (OUTSWING) 81 7/8 MAX. FRAME (INSWING) O'— —V— A 1 D(D O7 ' V X p m 5" TYPL �I 14 1/4" MAX O.C. TYP. 0 Oo x Dao O T 1 m; �r OT u Z TDO �O coz to z G) D (` � m n PRODUCT . G) O 5 9 CONTOURS STEEL DOOR. WOOD EDGE m " w F N p ti 24GA.OPAQUEDOOR&GLAZEDSIDELITE Tr=xaowa • aoosa O �" m m o UP TO 12'-0" X 6'-8" OUTSWINGIINSWING 3737 Lakeport BIVd. n w ^+ PART OR ASSEMBLY Klamath Falls, OR 97601 Z m INSWING AND OUTSWING ANCHORING DETAILS Phone: (541) 862-3451 c • Fax: (541) 850-2609 yl80 3W' MAX. FRAME (OUTSWING) 81 7/8 MAX. FRAME (INSWING) m -n 0 m i ~I -I~TYP {---{ 5"TYP.----j �- 14 114" MAX O.C. TYP. 1 W D m� I S.. — --1 i-5"TYP TYP • �-.-14 1!4" MAX O.C. TYP.