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i Certification No. NI009887-R4 Page 2 I Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Endura Ultimate Hurricane 2.3 Sills Endura ZOBL4566/Endura FO 566A Section 3: Additional Supportive Test or Acceptance Data J,provided with Certification Documentation included: I 3.1 Surface Burning Characteristics of Building Materials;ASTM E84-08, Dylite Expandable Polystyrene,Intertek Report Number 3113726SAT-001 Rev.l. 3.2 Standard Test Methods for Tension Testing of!Metallic Materials, ASTM E8-08,Steel Door Skins,ETC Laboratories,R port No. ETC-08-056-21686.0. i� 3.3 Product Evaluation Report #2948 prepared by Alelis Spyrou, P.E., Texas Professional Engineer# 102957,Dated 67/14/20,14. I � li it See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. I National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes;,VA 23072 TEL(804)684-5124 FAX(804)684-5122 I r it I I I �1 it J I NOTICE OF PRODUCT CERTIFICATION oC> `�4uAet,�U Company: JELD-WEN Doors Certification No.: NI009887-R4 Page 3 3737 Lakesport Boulevard Certification Date: 05/17/2009 pax Klamath Falls,OR 97601 Expiration Date: 03/31/2020 Revision Date: 05/19/2015 Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/or w/o Glazed Side- afcoriw Lites(w/Wood Frame unless noted) I Specification:ASTM E283-04lE330-02/E331-00 !, The"Notice of Product Certification"is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMT's Certified Product Listing at www•.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile 'Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Outswin r Opaque Size Pos/Neg Rated Comments X I/8 or O/S Glazed 37"x 6'10" +55/-55 No Nc:TL-110-11997;1/l10-11988-1/SJW2009-2OOiPER29487W-1694 Max Panel Size:3'0"x 67"iDaylight Opening:1'9"x 5'3- Single wio Surtacc Bolts Installation Dctails:A00873WA008731/A0I 1294 X I/S Or O/S Glazed 3'2"X 6'l 0" +66/-66 NO N!CTL-110-11987-1/110.11988-1/SJW2009-200.,PER?948;N'-1694 Single Nim Panel Siie:3'0"x 6'7"iDaylight Opening:1'9"x 5'3" 'I w.'Surface Bolts Installation Details:A0087301A00873IIAO 11294 OX/XO I/S or O/S Glazed 6'3"x 6'10" +55/-55 No NCTL-110.119H7;1l110-11988-1/SJW2009-200!PER2948;13+-1694 Max Panel Size:3'0"x G7"/Daylighl Opening:IV'x 5'3" Single w/Sidelitc w•/o Surface Dolts Installation Details: A008730/A008731 iA011294 OX/XO IS or O/S Glazed 6'3"x 6'l 0" +66/-66 No NCTL 110-11987-V110-11988-I/SJW2009-20orPER2948i%V-1694 Max Panel Size:3'0"x 6'7"iDaylight Opening:1'9"x VY'Single w/Sidelite w•IStvfucc Dohs Inslallalion Dclails: A008730tA0087311A011294 OXO T/S or O/S Glazed 9'4"x 6'l 0" +55/-55 No NCTIr110-11987-1/110-11988-1/SJW2009-200iPER2948,1V-1694 Single w/Sidelitc i Max Panel Size:3'0"x6'7"/Daylight Opening:1'9"x ST' 11 w/o Surtacc Bolts Installation Details:A008730IA009731MOl1294 OXO I/S or O/S Glazed 9'4"x 6'10" -+66/-66 No NCTL-1 10-11987-1/110-11988-1/SJW2009-2OOiPER2948/N'-1694 Max Panel Size: 3'(1"x 6'7"!Daylight Opening:1'9"x 5'3" Single w/Sidelitc wiSurface Dolls Installation Details:A008730..A008731/AO11294 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Hig way/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATUR>J. I ; I I i i I II i jj IL i i 'I I NOTICE OF PRODUCT CERTIFICATIONI © OCm A y Company: JELD-WEN Doors Certific tion No.: N1009887-R4 Page 4 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls,OR 97601 Expiration Date: 03/31/2020 `s i Revisionll Date: 05/19/2015 .I Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/m'w/o Glazed Side- Product:lt> 1 Lites(w/Wood Frame unless noted) r Specification:ASTM E283-04/E330-02/E331-00 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. "Phe certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This'product has been approved for listing within NAMI's Certified Product Listing at; w.Namicertification.com. NAMI's Certification Proram is accredited b'The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number configuration or or Maximum Pressure Impact Opaque Drawing Number& OutswinSize Pos/Neg Rated I Comments XX US or O/S Glazed 67"x 6'l 0" +55/-55 No NCTf-I 10-11987-1/110-11988-I!SJW2009-200!P1iR29481W-1694 Double Max Panel Size:3'0"x 6771)aylight Opening:1'9"x 5'3" i, w!o Surface Bolts Installation Details:A00873(VA00873 PA01 1294 XX IIS or O/S Glazed 612"x 6'l 0" +66/-66 NO NCTL-110-11987-1/110-11988-tiSJ\V2009-200TER294&W-1694 Double Max Panel Slzc:3'0"x 6'T','Daylight Opening:1'9"x5'3" iiw/Surface Bolts it htstalla[ion Details: A00873a`A(IU873l1A0l 1294 XXO/OXX I!S or O/S Glazed 9'4"x 6'10" +55/-55 NO NCTGI 10-11987-1!110-11988-1!SJW2009-200 PER2948AV-1694 Double w/Sidelile Max Panel Size:3'0"x 6'T'/Daylight Opening:1'9".x ST' ado Surlace Bolts Installation Details: A00873(VA00873PA011294 XXOiOXX IIS or O/S Glazed 9'4"x 6'10" +66/-66 NO NCTL-1 I0-11987-1/110-11988-I1SJW2009-200•TER2948ilV-1694 Double w/Sidelite ii Max Panel Size:3'0"x67 Dayliglil Opening:19"x5't" 'i w:/SurfacoDoNs Inswllatiun Details: A00873WA00873PAO11294 OXXO IIS or O/S Glazed 12'5"x 6'10" +55/-55 No NUL-1 10-11987-1/110-11988-1,,SJW2009-200[PER294$iW-1694 .; Max Panel Sizc:3'0"x(i T'!Dayli+ht O � P cnin 1'9"x 5'3' Double w,'Sidelites "I tv!o Swfacc Bolls Installation Details: A00873(VA008731:A0ll294 OXXO US or O/S Glazed 12'5"x 6'10" +66/-66 No NCTL:110-11987-1/110-11988-I?SJW'2009-200!PER2948!W-1694 Double w/Sidelites Max Panel Sizc:3'0"x 6'7",'Daylight opening:1'9'x Y3" � w/Snrface Bolts Installation Details: A0087301A(1()8731!A0l 1294 National Accreditation&Management Institute.Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: I' II I n i I I i � bi I,I it 'I II I I: JELD-WEN DOOR INSTALLATION DETAILS 1 TABLE 1 CONTOURS PREMIUM STEEL WOOD EDGE DESIGN PRESSURE RATING: FULL LITE NON-IMPACT INSWING SIZE i QUALIFIES:FULL LITE NON-IMPACT ACTIVE PANELS WITH ORWi0SIOELIIES G UP TO 12'-01°X 6'-$° MAX.PANEL WIDTH=353/4" 6-B;FALL SYSTEMS: (XX)(XXO)(0X%011 X)(OX)(XO)(O%O) GENERAL NOTES -""OUT WITH SUR FACE DOLTS 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL SURFACE BOLTS: SURFACE BOLTS: AND ODL SMART FRAME CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC).INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE INSWING PostnvE '1 55 +66 +60 TO TAS 202-94,ASTM E330-02,E283-04,E331-00 AND AAMA 1304-02. NOTE:ODL SMART FRAME IS HVHZ EXEMPT AND ONLY RATED NEGATIVE _ FOR WINDZONE 3. - -66* I, COMPONENT LIST 2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK ITEM i' iO DESCRIPTION MATERIAL OTY. MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 1 NON-COMPRESSION SHIM(0.25°MAX.THK•) WOOD AS REO. 3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.CONCRETE MATERIAL SHALL 2 2x WOOD SUB BUCK(S:G.PAUST BE 0.55 OR GREATER) WOOD AS REQ. HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 3 Ix WOOD'SUB BUCK(S.G.'MUST BE 0.55 OR GREATER) WOOD AS REQ. 4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6&7.DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 4 #10 WOOD INSTALLATION SCREW WI 1 1/2"MIN.EMBEDMENT STEEL AS REQ. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5 3/16•ITW TAPCON ANCHOR W/1 114"MIN.EMBEDMENT STEEL AS REQ. 5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION 6 #9 X 2 112"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 INSTRUCTIONS FOR NON-IMPACT RATED DOORS.FOR OTHER 149'MAX.FRAME 7 #B X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 111 1/2•MAX.FRAME 37 1/2'MAX' DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR D.L.O. FRAME TYP. 8 #9 X 314"PIIILLIPS FLATFIEAD WOOD SCREW I TEEL 22 OR 44 PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN SHT.# 9 1.O.A.IG'NON-IMPACT FRAME BY ODL Polypropylene1 OR 4 WEBSITE:JELD-WEN.COM2EARWRESOURCESi --- - ---..- ._.-..... ............... 10 KWIKSET-LOCK SERIES 400 STEEL 1 INSTALLATION&FINISHING/ (Ft 11 KWIKSET!DEADBOLT SERIES 780 STEEL 1 6p. FLORIDA APPROVED SHUTTERS ARE NEEDED 12 1"O.A.IG NON-IMP.SMART FRAME BY ODL I Polypropylene 1 OR 4 WHEN IMPACT PROTECTION IS REQUIRED. w o ! \ 13 314"O.A IG NON-IMPACT VENT UNIT BY ODL Polypropylene 1 7�INTEGRAL MULL POSTS 8 DOUBLE-BACK JAMBS w O L/ I.:-lri\ ;,� OVERHANG ARE INTERCHANGEABLE.SEE SHEET 3 FOR °J m /! v LENGTH NIULLING INSTRUCTIONS. z x NOTE:PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING 6. ALL FASTENERS IN WOOD SHALL N d y I\ i JURISDICTION REQUIRES THAT,PRODUCT MEETS BE COUNTERSUNK 3116"DEEP. 3 O w I , THIS REQUIREMENT,PRODUCT SHALL BE USED ?� O 'o EXAMPLE:3/i6'�I w FL—J WHEN INSTALLED AT LOCATION PROTECTED BY _ Q m oma^,n e f N rn INACTIVE nc3NE OVERHANG SUCH THAT OVERHANG(OH)RATIO= u 0 w d r + FIxEn "' FIxEo OH LENGTH+OH HEIGHT IS_1.0 i a o O 7�AULL POST ...DOURLERACK OVERHANG / AAAID MALL RATIO W p LL SURFACE BOLTS NOT REOUIRF.D FOR MPLICATIDNS NON-IMPACT LITE PEDIIIRING OP.K OR LE55 12-0 X 6-8 ELEVATION ii S B E a 37 112'MAX.O.A. DOUBLE DOOR W/FULL 3-0 SIOELITES OXXO ( 0 P r^x a" FRAME TVP SEE Stir.#3 ( ) 75"MAX.FRAME—I I�-75"MAX.FRAME—+I I 112 112MAX.FRAME�I f�-112 112"MAX.FRAME -1 -. _ _ Yi i 1 :I Z ! X TTP ;I a N ILII- L i) x _z Q ACTIVE I .._.._.. ACTIVE ! .ACTIVE. ( - ... .ACTIVE ......_ `I` ._ l I�+ i '� ru j FIXED FI%EU I FIrtED I; FIXED , FIXED F I, FIXEDI :'I, FIXED�� ACTIVE \I. " w¢ r -- w o 3-0 X 6-8 ELEVATION 6-0 X 6-8{OX) 6-0 X 6-8(XO) 9-0 X 6-8(0X0) 9-0 X 6-8(OOX OR X001 O z SINGLE(X)8(0) _1-74-MAX.FRAME�I f--111112'MAX.FRAME_l—J `,��1«1111►/!/�� o F. Digitally signed by Hermes F.Norero,P.E. t� ------- '------'� 6-0 x s-a(XX) K •• . � Reason:I am approving this document a / 1g ? ` ' p 0 n r p 9 O W SURFACE BOLTS NOT 'I \ •• " CJ Date:2013.09.0819:56:12-04'00' _ l•, REOUIREDFORAPPLICATONS I: O W / �)r% REQUIRING DP-65 OR LESS 1 i� \ / t. T[:12/20/2012 iYP. 99 7 _.. SHEET INDEX r< I '' * A 2 *• ::-:NONE SHEET# DESCRIPTION M LL \ �' \ I: e "+•c.n+:G.LUBBECKE I •ENERAL NOTES 0 O.M.&ELEVATIONS FOR 3.0 PANELS&SIDELRES 2 '� ( \ LY 2 ELEVATIONS F00..3.0 PANELS AND 1-2 SIDBITES / ? I.. b ERQ C(/ :H•Fv:S.SAFFELL 3 INSWING BOX MULLING DETAILS \ � 7�^oi 4 INSWING VERTICAL AND HCI.ZONTALSECTIONS IN WCOD VV�wlrx li': _..._._ ...............__� ._.._.�____._... 1 ' FA L 5 INSWING VERT.AMU HORIZ SECTIONS IN MASONRY/CONCRETE 1 ''' - --- - 9-0 X 6-8 - - - g V A008730 1 INACTIVE ACTIVE INACTII•E ACTIVE -/ � y �- 6 ANCHORING DETAILS \v FI%ED! ` )� I F �g(�]A�CAHtF -_.__7 --� ANCHORING DETAILS - (QXX OR XXOI` FBP 578 r 1. 7 _ � fl111111� I I I ':II I � II ;. li I 105'MAX.FRAME 89 1/2"MAX.FRAM E 89 112"MAX.FRAME 74'MAX.FRAME- 15 RAME 15 112'MAX,y 15 112'MAX. U.L.O. FRAME TYP. FRAME TYP. ~SFIT.N3 j t-� Fll[Ep INACTNE� ACT_NE FIXEQ! INACTIVE ACTIVE FI%ED 1N.L POSTT DOIISLE BACK --- JAMB MULL SURFACE BOLTS NOT REOUIRED FOR APPLICATIONS FD RE QUIRING UP-5508 LESS ' I' 8-4 X 6-8 ELEVATION 7-2 X_6-8 ELEVATION i DOUBLE DOOR W/1-2 SIDELITES(OXXO) DOUBLE DOOR W/ 1-2 SIDELITES(XXO OR OXX) O d � in o+ G > n o F mT � ry O �0 0 W o -+ 53'MAX.FRAME @ Y m 15 10 MAX. FRAME TYP. MAX. 68 1/2'MAX.FRAME d o NON-IMPBY FRAME -- ACT LITE l F 15 112'MAX. 15 112'MAX. 37 1/2'MAX.SEE SHT.N3 FRAME TYP. FRAME TYP.1 I- O FRAM................................ I~ J I... rr x................................. I r �2 19 518' J w I MAX. S f aI.s \ s e / I p • .I p T O tl%E ACNVl. ACTIVE / ACTIVE \ r _ FIXED V%EO / FIXEb I W W o 4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5-4 X 6-8 ELEVATION 3-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) VENT LITE(X) I %� 12/20/2012 NONE f� 0 •• T T -%+G.LUBSECKE I u•;F 'I �O FR ,a.a•:S.SAFFELL Lb 0'7 :. Efen a r�1`338`A008730 4 I' FBPE � �1�29578 ^FST Z 7 I is I 16 I l I I I I I I I APPLY DAP ALEX PLUS SILICONE 6-#8 X 2" OR EQUIV.BETWEEN I i9 518'MAX.D.L.O. PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 6'MAX. 2t'MAX.D.L.O D.L.O. . O A3 1 �: I FIXED ACTIVE B3 B3 JB3133TO oOx }c C3 C3 ODL 3/4"O.A.VENT LITE NON-IMPACT c a o u^ rn ai m rd e Q N N K a g o m� ODL 1"O.A.NON-IMPACT ODL 1"O.A.NON-IMPACT a 3 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN x E 2 III � f•1]Z 6 INTERIOR 1/8'TEMPERED 1/8'TEMPERED INTERIOR a'4'O.A 5 9 SIDE GLASS GLASS - SIDE 12'AIRGAP O 12 INTERIOR j 1/8'TEMPERED— LL _I�__IL SIDE I 1i5'TEA1?FRED F- g T r ( � 12'GLASS Ua � Z 13/4' I'MAX. 1 314' 1'MA%.„ BITE EXTERIOR Z x r 1 L SIDE 314"AIR�E 3!4-AIR�E z`b z tj x < 3/8"MIN.GLASS w 3/8°MIN.GLASS;,,. 3 4 BITE BITE ` `a 1 1/2" w d DETAIL B3 DETAIL B3 " 13 EMI v~ o ODL NON-IMPACT GLAZING DETAIL ODL SMART FRAMEz $ r2 i BOX SIDELITE MULL NON-IMPACT GLAZING ETAI ���`� g £�,� a a o MAX.4 UNITS ` '•�\� •+��' -U12120/2012 f EXAMPLE:OXXO,OXO.OX xr:NONE •9 'r -� (" to m:G.WBBECKE DETAIL A3 ?� }IE S �ERO 1[/ ate.or.S.SAFFELL (6)FASTENER LOCATIONS ATScnnrtnr. DOUBLE-BACK JAMB ATTACHMENT �!$'� 11A�BEA!'li �C��e A008730 i, FBPB 9578 3 7 ' 111 p, I, I I' I 1"MIN.^I— 1"MIN.— 4 1 1"MIN. —I—1"MIN. 4 Cl 2 OPTIONAL 1IN. 11 " 2 WOOD % INSWING FIXED OR EMB. EMB. BOTTOM %// % // / OPERATING UNIT /1, RAIL VERTICAL CROSS SECTION ENDURA ZAIL4566 114" // 1/4' ;/Z. / 1"MIN. I—1"MIN.—� ,4 1 \ MAX. �- MAX. SHIM 118" SHIM 118" n ��. _ 1 112"MIN. Nli EXTERIOR; INTERIOR SEE NOTE#1 SEE NOTE#7 EXTERIOR EMB. ON SHEET 1 ON SHEET 1 #8 X 3"PFH FOR INTERIOR T 1 4 4 _ STRIKE PLATE INSWING OPERATING UNIT / / VERTICAL CROSS SECTION 114° EXTERIOR HEAD JAMB MAX. gyp,. 1 112'MIN. / SHIM '�� EMBED. INSWING OPERATING UNIT EXTERIOR SII Wl OPTIONAL SURFACE BO1 LT INTERIOR SEE NOTE INTERIOR' VERTICAL CROSS SECTION ON SHEET 1 I 1"MIN --V MIN--I HEAD JAMB INSWING'FIXED UNIT 2 VERTICAL CROSS SECTION 1 HEAD JAMB ,I 111z•FAIN "'MU HINGE DETAIL: eMoea. I_SHIM TOP=6 SCREWS(ITEM#8).2 SCREWS(ITEM 46) 1' CENTER=8 SCREWS(ITEM 48) b BOTTOM=8 SCREWS(ITEM 118) _ c SEE NOTE#7 OPTIONALA m ^' ON SHEET 8 WOOD ''•.,• ® ISO EXTERIOR �O 2X BOTTOM v %/ 8 2X 3 RAIL /./ ,' a .i upi rmlH % 4X / "~\EXTERIOR 9 Mm a LL FIXED UNIT h �y HORIZONTAL CROSS SECTION 48 X 3'PFH FOR ? INTERIOR INSWING SHOWN STRIKE PLATE INFERIOR J C 4 1 � U / 1 4 4 7 2 1 1 2 � �_ £ `Io 2X INTERIOR r 2 z 0 p 1112"MIN. I, z 5 o O EMBED. 1 ui x o 3 1"MIN 1'MIN I" w S 2�1"IdIN. _% 4 1"MIN. I INS WI TING UNIT G Oo EXTERIOR1 NOTES: N L BOLT ,� o > FOR PLACEMENT OF ITW TAPCON ANCHORS M s� EFW_ jjON ,�, c7 2X BUCK OR 1X BUCK CONCRETE/MASONRY �� 1 OPENINGS,SEE SHEET,5 III . Z p 1"MIN. OPTIONALLY,ANCHOR CAN BE PLACEDI IN / °,"• 00 a Z 1"MIN. ��� �/ %// NARROW SECTION OF HEAD OR JAMB'AS 4 ON SHEET12/20/2012 SEE NOTE 1 LONG AS MINIMUM EMBEDMENT AND dDGE I * * —:NONE NONE 1 I DISTANCE ARE ACHIEVED. ,I I tl4"MAX. 114°MAX' T T orx.n:G.LUBBECKE SHIM SHIM �ITEM 416,(A9 X 212')TWO SCREWS TO BE O {{ S.SAFFELL 1 1!2'MIN. 1 112"MIN. INSTALLED IN TOP HINGE AT JOB SITE, L,b 0:7 �� EMBED. EMBED. CLOSEST TO WEATHERSTRIP. I; !�gy ! ^•°`A""= INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME -"�J. E1ERf"4I� ��338 A008730 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION AT SILL,PLACE ANCHORIN SILL 'I BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE� NO.29578 sear 4 or 7 ii nl ' II i II I pl I, i I, I i" ' Ir I' CONCRETE,MASONRY —I I'MIN. 1MIN.—{ — 1'MIN. 1"MIN.— CONCRETEIMASONRY ,'I' —1'MIN.--i"MIN.—I BY OTHERS —1•MIN I BYOTHERS I'MIN. I.MIN. I —1' N. 1 114• 1'MIN. 1-MIN. I•^M� MIN• ,I MIN. I*MIN.. 1 11:4' V ) C ��5 EMBED 1'MIN. $ EMB. MIN. 1'MIM. EMBED d 5 I � d _ Q h11N. ) 2 CONCRETE, EMBED— 1 /-� W- ' .. PA ON R7 �I 7 I ( eV OTHERS T %/ %///Y.// y T/ // MAX. IMFRIDR / &T i1t IIB' MA%. OPTIONA � SHIM / SHIM Y J EXTERIOR WOOD JJ SEE NOTE 7] ESfER10R BOTTOM EXTERIORI, INTERIOR INSWING OPERATING UNIT MAX. OI;EFIOR SEE NOTE 97 INTERIOR SEE NOTE SI TIM EXTERIOR ON SHEET 1 IMERIOF ON SHEET 1 RAI 1 1 ON SHEET 1 #B X s!PFH FOa INS WING FIXED UNIT 5 VERTICAL CROSS SECTION SEE NOTE Y•7 INSWING OP RATING UNIT STRIKE PLATE VERTICAL CROSS SECTION - OPTIONAL 1X BUCK ON SHEET I VERTICAL CROSS SECTION HEAD JAMB 1 114'MIN. EMBED HEAD JAMB � 4( , 'T r•�� OPTIONAL Q•'j —J/% j� WOOD _ �/ BOTTOM EMBED. 5 1 EXTERIOR ERIOR I / 1 RAIL r INSWING OPERATING UNIT #8 X T PFH FOR C, 'Ii4MA%.IN1EB UH.{ •VERTICAL CROSSSECTION NG OPERATIN —It'hIIN INSWING FIXED OR W/OPTIONAL SURFACE BOLT STRIKE PLATE SIIIIA i'A11N G UNIT VOPERATING UNIT HEADJAMB VERTICAL CROSS SECTION -� VERTICAL CROSS SECTION W/OPTIONAL SURFACE BOLT 1 Ii4'"N. ENDURA ZAIL4566 MIN. ti ENDURA ZAIL4565 EMBEDHINGE DETAIL: �ITOP=6 SCREWS(ITEM 116),2 SCREWS(ITEM N6) � m a1'AIIN O rvNyi o CENTER=8 SCREWS(ITEM k8) ° o '" e o o 2X /\ X BOTTOM=8 SCREWS ITEM#13) j ^ 1•MIN. 6 6 ( I 1'MIN. 3 1 Y- N SF.F.NOTE.#T �� CONCRETEIMASONRY p FIXED UNIT ON SHEET 1 I BVOTHERS p� M S C HORIZONTAL CROSS SECTION I II4TERIOR n m t Ii INSWING SHOWN 5 2 6 X w S O . Q 1 2 7 r MINC 'v �. EXTERIOR LL N 1'MIN. V 1 1N'MIN. I 1'h11N. ��\� \-SEE ITEM#7 ,�. 1'MIN. EMBED d d I 1'MIN. ON SHEET 1 "M0 ix IN. \ / 1'MIN. O p O I � E%TEPoCft // I :h I O —II-1l4'MAX. V Zu =y 5 2 1 sHIM lil a o I'MIN. ( MIN.EMBED \ �/ INSWING OPERATING UNIT w " 1'MI,I. a ��� SEE NOTE#7 /// I•MIN' I'MIN. I' HORIZONTALCROSSSECTION I- pp� E 1' MIN. ON SHEET 1 5 i•MIN. \ 111 1 `WMAAlh1rygyCK Ln D � W Z 1 1 IW MAX I— ( SEE NOTE P `��`,�p!S F. OI' / + Z 1i4'MAX. 5 SHIM ---111 �ON"SHEETI`\ \� ••a I/ O ,! 1 IA'MIN. 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DD71 ID71 D71 L I J_ Jj T I A6 13� c NOTE: SHIM FOR SUPPORT AT il� t A6 OR NEAR EACH ANCHOR X I X X I IS REQUIRED a- a_ U 0 0 d d C) E71 E71 I E7, TE7� I III] L47 12-0 X 6-8 INSWING 84 X 6-8 INSWING (60)ANCHOR LOCATIONS (44)ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) Id _9"TYP.--9"TYP.— P 2 a: 6. TYPF 1 3' 112 112"MAX FRAME —75"MAX FRAME P a Im 6"TYP. 6"TYP.—I 6"TYP. 6"TYP . . . 1. 4 -0 0 Z J z 4 5 A6 A6 JL 0O xl to 0 -p 5� DETAIL A6 Z 0 (12)ANCHOR LOCATIONS AT MULL 6 POST OR DOUBLE-BACK JAMBS (3-0 SIDEIIIIThS ONLY) 17, 0 EL o 9-6 X 6-8 INSWING 6-0 INSWING % u (46)ANCHOR LOCATIONS (32)ANCHOR LOCATIONS 7 1:� 12/2012012 (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) E NONE -13 G.LUBBECKE -)3 % S.SAFFELL --l- 38 A008730 FBP AWKIIIN .29578 6 7 r I I 37 112"MAX.O.A.FRAME-- r 74"MAX.O.A.FRAME 1 j1 112"MAX.O.A.FRAME n 2 3 4 5 �I \I~6"TYP. 6"TYP. If __1 ___6"TYP. �.�,P. 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