Laserfiche WebLink
CONCRETE/MASONRY dlMN, 1•MIN.-� 1'Min 1'MIN. CONCRETENMASONRY 1•1.ft TASIN-I <br /> BY OTHERS <br /> Y MIN. 1•MIN, 1•MIN. M 1 t iK• 1'MIN. BY OTHERS OUTSWING OPERATING UNIT 11 MIN. <br /> 1' N I MR& 5 VERTICAL CROSS SECTION (r MIN. ED <br /> 1 114• 5 EMBED 1•MIN' OPTIONAL 1X BUCK <br /> MIN, 7'MIN. <br /> t 1N• <br /> EMBED V Q MIN. d 5 <br /> 5 � 2 EMIL <br /> ~ � t 114' <br /> r MIK 2 TIONPL CONCRET ' 3 <br /> 1 2 EMBED i / _/ �— `,._ BOT�MDRA0. BY MASONRY <br /> OTHERS <br /> tra• %/• /. /. <br /> T� 1/1• —� trr % % % ( Max. <br /> I % % % MAX 1/8' MAX. % i .f� j SEE NOTE#7 INTERIOR t>RE�R <br /> EXTERIOR. SHIM EXTERIOR ' i ON SHEET 1 <br /> SEE NOTE Kl <br /> SEE NOTTc Y7 N1ER10R r,_ <br /> SHIM <br /> SEE NOTE r7 oUTS�WING O FRAYING UNIT N8 ON SHEET PFH FOR OUTSWING FIXED UNIT 08 X 3•PFH FO <br /> STRIXE PLATE VERTICAL CROSS SECTION PLAT AUTSWING OPERATING UNIT <br /> ON SHEET 1 VERTICAL CROSS SECTION "TERMHEAD JAMB E%1ERIOR APTIONAL ENDURA SILL#FOB 4566A <br /> HEAD JAMB OPTIONILL <br /> i <br /> t 114'MIN. I •. 5 3 ..f...•. WOOD <br /> EMBED. 5 4 OUTSWING OPERATING UNIT "OAT <br /> 1 11'r MIN EMeeD �D• I i ., r�.�. RAR <br /> W/OPTIONAL SURFACE BOLT 1 <br /> 1/6•Mn1L VERTICAL CROSS SECTION 3 5 I <br /> swM � HEAD JAMB I V OUTSWING <br /> OPERATINGTSWIN FIXED <br /> I--r MIN I-MIN—I VERTICAL CROSS SECTION <br /> OUTSWING OPERATING UNIT a �' ENDURA ZOSL4566 <br /> t•MIN. VERTICAL CROSS SECTION tvrMlN. <br /> I W1 OPTIONAL SURFACE BOLT EMBED ■ <br /> INTERIOR ENDURA ZOBL4565 A '" <br /> 8 \ 1—1•MIN I-MIN p- M N <br /> t' \ t•tsN 2X / HINGE DETAIL co <br /> c o <br /> TOP=6 SCREWS(ITEM#sj,2 SCREWS(ITEM#6) CONCRETE/MASONRY 3 1 0 '� <br /> SEE TE I S CENTER 3 8 SCREWS(ITEM#8)ON SHEET 1 BOTTOM v 8 SCREWS(ITEM#8) <br /> FIXED UNIT ' BY OTHERS <br /> HORIZONTAL CROSS SECTION X VQ EXTERIOR '� <br /> 5 OUTSWING SHOWN I M i s <br /> 2 6 \ I ] \ to <br /> 5 <br /> 2 � 1 2 7 1•MIN. � oC <br /> 1'MINA f i <br /> EXTERIOR to <br /> • it � INTERIO <br /> 1•MIN. 1 tN•MIN. \�. -SEE REM q <br /> MIN. V 1•MIN. EMBED 1'MIN. ON SHEET 1 Z 2 <br /> I m C <br /> t w •\ WiEFtlOR V SHIM 2 X Z O <br /> I'MIN, ' MIN.EMBED 9 H O <br /> PMIN. �� /� 1•MIN. OUTSWING OPERATINGUNIT 0 " 1 <br /> 7 EE NOTE J17 1•MIN t'MIN. HORIZONTAL,CROSS SECTION aC Z <br /> 1•MIN. ON SHEET 1 5 151 t�� <br /> I_ 5 7Po•MAX. �.� _� SEE NOTE#? ��J�NS F, C�7 M <br /> VP MAX. SHIM ON SHEET I <br /> I 1114•MIN. Q \v' •...• . O �j� Q 2_ <br /> 1 EMBED. <br /> I SHIM p 2 <br /> EMBED. 111--- EMBED. t'MIN. • p g <br /> OUTSfMNG HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME 1.MIN O <br /> HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION �. 7 +�12/20/2012 <br /> • I * * NONE <br /> NOTES: F tra•MAx m G.LUBBECKE <br /> OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Q SHIM <br /> t 4 <br /> . <br /> EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETFJMASONRY t 12'MIN % � (/ O°�01'S•SAFFELL <br /> BY OTHERS �^ <br /> 2 TEM ps.(tt9 X z 1!2')TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 39 I , FN g008731 <br /> 3 T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.(NOT USED FOR SINGLE DOOR CROSS SECTION OF HEAD JAMB OR SIDE JAMB FOP �''II�rYY <br /> .W_.29578 sar 5 rn 7 <br />