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100,00"MAX. 100.00"MAX. A A <br /> 4.00"MAX.FROM UNIT WIDTH 4.00"MAX.FROM UNIT WIDTH Republic <br /> CORNER TYP � � CORNER TYP � � doors-frames <br /> TWO(2)3/16"ITW TAPCONS <br /> NOTE:JAMB CORNER BASE PLATE IS <br /> ONLY USED FOR NEW CONSTRUCTION <br /> UVE <br /> AND IS NOT POSSIBLE FOR EXISTING � 3C ENZIE.R6PUBL 3820 <br /> CONSTRUCTION.IN LIEU OF BASE PLATE M99-366 e,rN 3emt <br /> ANCHORS ADD ONE(1)ADDITIONAL 3/8" vw(eo0)799-3667 FX:p3q 332-2936 <br /> DYNABOLT SLEEVE ANCHOR INTO OC m <br /> MASONRY OR 3/8'LAG BOLT INTO WOOD 18 00, C) M <br /> SUBSTRATE ON JAMBS FOR EXISTING O ci it <br /> 22.50" CONSTRUCTION. MAX. p 2,6 _ <br /> 98.00, MAX. WELDED-ON 6 98.00" O.C. _ �i 5 m <br /> MAX. - BASE ANCHOR 2.25°MIN. MAX. a m <br /> UNIT FIVE(5)3/8"DYNABOLT SLEEVE UNIT I SIX(6)3/8"LAG BOLT C x 2 E <br /> LL HEIGHT .ANCHORS OR FIVE(5)3/16°WIRE DETAIL W HEIGHT ANCHORS PER JAMB J CL p W u <br /> ANCHORS PER JAMB JAMB CORNER BASE PLATE L{lu= T k m m <br /> DOUBLE DOOR ANCHOR SPACING DOUBLE DOOR ANCHOR SPACING F Z <br /> FOR MASONRY SUBSTRATE FOR WOOD SUBSTRATE N t Ill ,�N.,,1l<Z <br /> SINGLE DOOR SIMILAR (SINGLE DOOR SIMILAR) V) ix7 c a <br /> Z3 W m a i <br /> 400" ADDITIONAL BOLT IN LIEU OF I ADDITIONAL BOLT IN LIEU OF 4.001. m <br /> BASE PLATE FOR EXISTING L BASE PLATE FOR EXISTING w <br /> CONSTRUCTION ONLY CONSTRUCTION ONLY 1- <br /> (SEE NOTE BELOW DETAIL'W") / \I (SEE NOTE BELOW DETAIL"W') / )� <br /> 8.50"FROM DETAIL W 8.00°FROM r DETAIL W�� I m <br /> CORNER TYP CORNER TYP <br /> 12"MAX 12" <br /> 6.00"MAX. MAX. 6.00"MAX. <br /> . <br /> O.C.TYP. {�FROM CORNER —O.C.TYR FROM CORNER 0 <br /> a <br /> F H SILL 1/4"ITWTAPCONINSTALLATION SILL #12 WOOD SCREWINSTALLATION �j � <br /> ANCHOR W/11/4"MIN.EMBEDMENT ANCHOR W/11/2"MIN.EMBEDMENT w V) <br /> W <br /> 1/4"ITW TAPCON <br /> INSTALLATION ANCHOR <br /> i W/11/4"MIN.EMBEDMENT O <br /> VINYL BULB(PEMKO S88) a <br /> PEMKO 2001 THRESHOLD PREPARED OPENING CHANNEL �%Cl-Q,•�* <br /> ANCHOR MINIMUM CONCRETE C` <br /> EXTERIOR ..�;'r:;.,. STRENGTH AT SILL AND JAMB: •';�i •' TWIST-IN PREPARED <br /> INTERIOR !`�,.�• 3000 PSI.FOR USE WITH 3/8"X 5" •'�• PIPE ANCHORS TALK Q. <br /> -" r• _ <br /> ------ � DYNA SLEEVE BY REDHEAD/ITW y`(�?'t`v" WELDED INTO PLACE <br /> 2.5"MIN.EDGE 11 + DYNA SLEEVE BY REDHEAD/ITW <br /> Via:::::.:: .w:,yOR CL F— <br /> ,I DISTANCE Fv a 9860 PSI MIN.2000 PSI GROUT FILLED(SEE 0 ~ 3 <br /> 3/16"DIA.WIRE(STEEL ASTM-A653) INSTALLATION NOTE 9,SHEET 1 6 STEEL <br /> 0.50" ) MIN.2000 PSI GROUT FILLED(SEE <br /> x 8-3/4"LONG WIRE MASONRY ANCHOR REINFORCING BAR AS REQUIRED BY CODE REQ (S'•• <br /> c e; •' • 1.25"MIN. APPLICATION MINIMUM CONCRETE REINFORCING BAR AS REQUIRED BY CODE �y.•*PRQ`,�� <br /> •, e v'. STRENGTH AT SILL AND JAMB:2700 PSI. <br /> ,.• .e EMBEDMENT <br /> ' • a a •,••' (FOR NEW CONSTRUCTION ONLY) to >•` >. I]j <br /> ANCHOR OPTIONS <br /> z <br /> 3000 PSI MIN. WIRE ANCHOR ,•,;• ¢'-• ti == U z <br /> y CONCRETE 5.00" LENGTH 8.75" <br /> THRESHOLD DETAIL(SILL) ' DWG# <br /> MIN.2000 PSI GROUT FILLED(SEE <br /> RDF012 <br /> y INSTALLATION NOTE 9,SHEET 1)d STEEL SHEET. <br /> REINFORCING BAR AS REQUIRED BY CODE 6 of 11 <br />