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lei <br />High Strength Precast <br />and Prestressed Lintels <br />Ili1I.i11EiT.i <br />I�MlTi1.MD+001I <br />1" 0119" <br />•unwupnd <br />•'Windowuribb <br />Wofrn Sales <br />Lwd Per Lineal Foot <br />DESCRIPTION <br />DESCRIPTION <br />UNFILLED• <br />FILLED" <br />L-1 <br />2-10r <br />Awn U lints <br />210 bs. <br />5314 bps.. <br />L-2 <br />3'•6' <br />42'j U Lintels <br />1950 bL <br />5120 bs. <br />L-3 <br />4'•0• <br />(481 U Untels <br />1875 bII` <br />6W bs. <br />L-4 <br />4'-6' <br />(541 U Lintels <br />1880 bL <br />4915 bs. <br />L-5 <br />5'-C <br />(641 U WWII. <br />195 bat <br />3744 lbs. <br />L•6 <br />5.10• <br />(701 U Ling <br />1575 be, <br />3744 bs. <br />L-7 <br />V_r <br />(781 U umft <br />1585 t s, <br />3= bL <br />L•8 <br />7_r <br />(NJ U untels <br />1550 be. <br />M7 be. <br />L-9 <br />94-40 <br />(1121 U UaWs <br />10251tIs. <br />1747 b5. <br />L•10 <br />10'-r <br />(1261 U Li hale <br />w ft <br />1393 ba. <br />• DOLOR HEADERS AND EXTRA WE OPENINM <br />DESCRIPTION <br />L-11 <br />V_T <br />(481 Rol wmW 2'-6• or 7•8• DDor <br />1875 bL <br />6" bt <br />L•12 <br />4'-Ir <br />(541 ROOM" 3"-o• Doear <br />1860 bat. <br />4815 be& <br />(78'�j <br />744 Ibs. <br />332W <br />L-14 <br />V_r <br />ReCvlaw S10 Door <br />1585 bet. <br />bs, <br />L-15 <br />T-6' <br />('90"j Rec sad F-tT Door <br />1550 bs. <br />2W bs. <br />L-16 <br />9-4• <br />(112') ReClsSevad OW Garage Door <br />1025bs, <br />1747 bs, <br />L-17 <br />111•40 <br />(1361 <br />M bL <br />1483 bs. <br />L-18 <br />iz4r <br />(144') <br />750 bat` <br />13014 to <br />09 <br />1:Y-4• <br />L-20 <br />14'-17 <br />(1681 <br />WSW. <br />9M be. <br />L-21 <br />14'-r <br />(17F) Progressed <br />367 bet. <br />911 be, <br />L-22 <br />15'-4• <br />(1841 Prestressed <br />307 bs. <br />911 bs. <br />L-23 <br />171-C <br />(20 ) Prestressed <br />387Ibs. <br />911 bs. <br />L-24 <br />19'-4' <br />L-25 <br />211-C <br />} Prestressed <br />293 ft <br />879 bs� <br />L-26 <br />22'-T <br />(2641 Prestressed <br />279 bes. <br />657 bs. <br />L-27 <br />24'•0• <br />(2W) Prestressed <br />226 bat.. <br />716 bs. <br />Uftm <br />We bads based on tests by indepoWard teadop labwalodes without <br />addtlorlal OW or conuetea added to iint* <br />"Adrlg as a elxtmpWta beam wi81 an r *motor beam** #5 ear in the <br />Intel, one N5 bar in the bearrl. <br />•• All the above linteb elocaW ttre requirements d <br />a8 VplimWe WWI Wdes- <br />Notch lintel where required for concrete <br />placement <br />Knock -cut block wl (1) #5 rebar <br />a •i �' a • a a r s a s • - * a L <br />• <br />w + • • . 1*.-- <br />STD 90 degree hook <br />a <br />Precast lintel tilled wl (1) #5 Cont. <br />in openings greater than 6' - a" <br />wide and as noted can plans. See <br />note #4 <br />Filled cell w 1 (1 ) #6 vertical, See <br />foundation plan for location <br />NOTES: <br />1. Fill lintel and cells above lintel. <br />2. Verify that all reinforcement has been placed properly. <br />3. See floor plan and foundation plan for additional information. <br />4. Openings less than or equal to 6'- 0" in width do not require additional <br />steel reinforcement unless otherwise noted on floor plan. <br />ILLED LINTELASSEMBLY <br />Scale: N.T.S, <br />EXIST, STRUCTURE �, NEW ADDITION �. <br />NEW CONC.-FILLED <br />TIE BEAM ( TOP Or <br />MASONRY) <br />I)OKL INTO EXIST. TOP <br />TIE BEAM MIN, 8" SET <br />IN EPDXY GROUT. <br />MOTE: PRIOR TO INSTALLING <br />EPDXY GROUT. 8E SURE <br />TO COMPLETELY CLEAN ALL <br />DUST AND RESIDUE FROM <br />DRILLED HOLE! <br />MIN, 16" LONG #5 RE BAR <br />DOWEL NIIN- 8- INTO EXIST <br />a NEW WALLS -SET INTO <br />EPDXY GROUT -MIN. (7) <br />EQUALLY SPACER? VERY, <br />LOCATIONS IN $' HIGH <br />WALL (3) LOCA TICINS IN <br />10' WALLS. <br />(2) 16" LONG /5 Rt®AR <br />DOWEL MIN, 8" INTO <br />FXIST. AND NEW CONC. <br />FOOTINGS. SET IN EPDXY <br />GROUT. <br />NOTE: rOOTINGS SHOWN <br />AS PERPENDIAR TO <br />WALL FOR CLARI T Y <br />ROOF & ROO1 STRUCTURt <br />NOT INDICATED FOR CLARITY <br />EXST CONC <br />FILLED TlE <br />BEAM <br />I][i`KA INTO EXIST. <br />TOP RE BEAM MIN, <br />ti <br />nu END CELL 54I.,III3 W/ CONC. <br />w/ (g } #5 CONT. VERT. <br />V SET IN EPDXY GROUT <br />CORNER CELL O <br />EXIST. MASONRY 1kAl <br />IS cellED CELL t <br />W/ (1) 0 5 ti+ERT. CONT. + 5 O TOP '' t <br />TIE 8M, SET IN CONC. '� '` <br />LAP SPLICES MI -- N. 25"✓ <br />.: <br />tea• LONG. /5 FREBAR-- <br />DOIVEL 8` ##TO EXISTING AND <br />NEW WALLS - SCT IN EPDXY <br />GROUT <br />et <br />ti� r <br />s <br />1 f. `r <br />(2) 45's a NEW FOOTER ro ICE DOWELED <br />INTO EXISTING FOOTING MIN. W-SET IN <br />EPDXY GROUT <br />ASON.O. Y TO MASONRY TIE - IN DETAIL <br />Preca-qt <br />cone <br />W/ {1 <br />rebel <br />Prec <br />sill <br />30" long #5 rebar epoxied <br />into concrete <br />314" dia. x 6" (min). hole <br />drilled into the existing <br />concrete slab and set in <br />Simpson epoxy ---., <br />Scale: N.T.S. <br />See window attachment detail <br />Alum single hung window <br />Marble sill <br />INDOW <br />Scale: N.T . <br />#5 rebar wl 25" lap splice <br />Hardened concrete <br />5 REBAR RETROFIT DETAIL <br />Scale: N.T-S. <br />TRUSS ST <br />See elevations for finish <br />roofing material----�-- <br />Metal drip edge <br />Wood fascia board <br />Cont, vented alum <br />soffit <br />8" x 8" x 16" tie beam w/ <br />(1 ) #5 cont. rebar. All lap <br />splices to be a min. 25" - <br />See elevations for <br />exterior finish <br />son "MST 16" strap wl (6) <br />.14" long tapcons into the <br />band beam & (7) 1 112" 10d nails <br />into the truss to resist uplift forces <br />of up to 1,000 lbs. In areas where <br />uplift straps are missing, damaged <br />or otherwise unusuabel. <br />P RETR <br />Scale: N.TS. <br />R - 38 attic <br />insulation <br />518" drywall if roof structure is 24" <br />o.c. or 112" drywall if roof structure <br />Is 16'" O.C. <br />—• See connection schedule for <br />• • roof structure connection to <br />1 <br />exterior concrete block wall <br />s <br />• <br />4" x 4" inspection port ' <br />each filled cell-----,� <br />Grade <br />NOTE: All footings must be <br />a min. 12" below finish <br />grade <br />TYPICAL WALL <br />Scale: N.T.S. <br />112" drywall over P.T. furring strips <br />over 8" x 8" x 15" concrete block wl <br />R - 4.2 insulation <br />Indicates 1 #5 vert rebar in a cone. <br />masonry block cell filled and tamped <br />solid with cone., hooked into the bond <br />beam above and the cone. slab 1 ftg. <br />below with a 25" min. lap splice <br />• . - 0 <br />Tand <br />See foundation plan for footing size <br />slab information <br />R IS1011S <br />NO <br />DATE <br />DFSMIPTION <br />� f <br />*a — c <br />t <br />I as <br />be <br />V C C <br />oil <br />.. rA <br />W) i 10 E <br />. 3 *do <br />j1 <br />iwil "O <br />o <br />MW o <br />C IM <br />w U�ICEM <br />> 'COD.��C <br />J JQ <br />U.tll W U <br />'E, <br />a e E 0 <br />e e CL EOr' <br />82 .2M <br />5 <br />'E <br />a C4 <br />Uj <br />D <br />D <br />co <br />♦\� <br />7s I <br />M <br />C�1 <br />C_) <br />C_j <br />CQ <br />JOB NO. <br />Master <br />DATE <br />January 1, 2021 <br />DRAWN BY <br />Daniel M. Ossrnan <br />SHEET NO. <br />S-6 <br />