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High Strength Precast <br />and Prestressed Lintels <br />U UNTUSUNTMA <br />noon <br />FOUR <br />• tlrrtei Legend <br />- Window <br />L kftk <br />Undorm Safe Load Per Lineal Foot <br />DESCRIPTION <br />DESCRIPTION <br />UNFILLED' <br />FILLED" <br />L-1 <br />2-10" <br />(34') U Lintels <br />2025 bs. <br />5314 lbs. <br />L-2 <br />T-6" <br />(42") U Untels <br />1950 lbs. <br />5120 lbs. <br />L-3 <br />4'-0" <br />(48") U Lintels <br />1875lbs. <br />6408lbs. <br />L-4 <br />4'-6" <br />(541 U Lintels <br />1860lbs. <br />4815lbs. <br />L-5 <br />5'-4" <br />(641 U Lintels <br />1575 lbs. <br />3744 lbs. <br />L-6 <br />5-1(r <br />(7(") U Lintels <br />1575 lbs. <br />37" lbs. <br />L-7 <br />6'-6" <br />(78") U Lintels <br />1565 lbs. <br />3260 lbs. <br />L-1 <br />r-6" <br />(90") U Lintels <br />1 W lbs. <br />2887 bs. <br />L-9 <br />9'-4" <br />(1121 U Lintels <br />1025 lbs. <br />1747 lbs. <br />L-10 <br />10'-6" <br />(126) U Lintels <br />922 lbs. <br />1333 lbs. <br />• DOOR HEADERS AND EXTRA WIDE OPENINGS <br />DESCRIPTION <br />L-11 <br />4'-0" <br />(481 Recessed 7-6" or 2'-8" Door <br />1875 lbs. <br />6408 lbs. <br />L-12 <br />4'-6" <br />(54") Recessed T-0" Door <br />1860 lbs. <br />4815 lbs. <br />L-13 <br />5'-4" <br />(641 Recessed 4'-0" Door <br />1575 lbs. <br />3744 lbs. <br />L-14 <br />6'-6" <br />(781 Recessed 5'-0" Door <br />1565 lbs. <br />3260 lbs. <br />L-15 <br />7-6" <br />(901 Recessed 6'-0" Door <br />1550 lbs. <br />2887 lbs. <br />L-16 <br />9'-4" <br />(112") Recessed 8'-0" Garage Door <br />1025 lbs. <br />1747 lbs. <br />L-17 <br />11'-4" <br />(136) <br />800 lbs. <br />1483 lbs. <br />L-18 <br />12'-0" <br />(144-) <br />750 lbs. <br />1304 lbs. <br />L-19 <br />13'-4" <br />L-20 <br />14'-0" <br />(168 <br />585 lbs. <br />909 lbs. <br />L-21 <br />14'-8" <br />(176") Prestressed <br />387 lbs. <br />911 lbs. <br />L-22 <br />15'-4" <br />(184") Prestressed <br />387 lbs. <br />911 lbs. <br />L-23 <br />17'-4" <br />(208") Prestressed <br />387 lbs. <br />911 lbs. <br />L-24 <br />19,40 <br />(237) Prestressed <br />289 lbs. <br />823 lbs. <br />L-25 <br />21'-4" <br />(256) Prestressed <br />293 lbs. <br />879 lbs. <br />L-26 <br />22'-0" <br />(264") Prestressed <br />279 lbs. <br />857 lbs. <br />L-27 <br />24'-0" <br />(288) Prestressed <br />226 lbs. <br />716 lbs. <br />'Uniform <br />safe loads based on tests by independent <br />testing laboratories Without <br />additional <br />steel or concrete added to lintels. <br />"Acting <br />as a composite beam with an 8" perimeter <br />beam -one #5 bar in the <br />Intel, one #5 bar in the beam. <br />All the above lintels exceed the regUrements of all applicable building codes. <br />Notch lintel where required for concrete <br />placement <br />Knock -out block w/ (1) #5 rebar <br />•. <br />STD 90 degree hook <br />i <br />EXISTING CONC.-FILLED <br />TIE BEAM (TOP OF <br />MASONRY) - <br />MIN. <br />--- - ---- - - <br />__ <br />-- - <br />4�: <br />- <br />__ <br />EXISI. STRUCTURE NEW ADDITION <br />NEW CONC.-FILLED <br />TIE BEAM (TOP OF <br />MASONRY) <br />—DOWEL INTO EXIST. TOP <br />TIE BEAM MIN. 8" & SET <br />IN EPDXY GROUT. <br />NOTE: PRIOR 10 INSTALLING <br />EPDXY GROUT, RE SURE <br />TO COMPI F TFLY CLEAN ALL <br />DUST AND RESIDUE I RUM <br />DRILLED HOLLY <br />— MIN. 16" LONG #5 REBAR <br />DOWEL MIN. 8" INTO EXIST. <br />& NEW WALLS -SET INTO <br />EPDXY GROUT -MIN. (2) <br />EQUALLY SPACED VERT. <br />LOCA [IONS IN 8' HIGH <br />WALL (3) LOCATIONS IN <br />10' WALLS. <br />— (2) 16" LONG #5 RLBAR <br />DOWEL MIN. 8" INTO <br />EXIST. AND NLW CONC. <br />FOOTINGS. SET IN EPDXY <br />GROUT. <br />NOTE: FOOTINGS SHOWN <br />AS PLRPLNDICULAR TO <br />WALL FOR CLARITY <br />ROOF & ROOF STRUCTURE <br />NOT INDICATED FOR CLARITY <br />EXIST. CONC. <br />FILLED TIE <br />BEAM <br />DOWEL INTO EXIST. <br />FOP FIE BEAM MIN_ <br />6" SET IN EPDXY GROUT <br />CORNER CELL <br />EXIST. MASONRY WALL <br />IS FILLED CELL <br />W/ (1) # 5 VERT. <br />FILL END CFL L SOLID W/ CON(.. <br />W/ (1) #5 CONT. VERT. <br />/ / <br />CONT. p 5 0 TOP <br />TIE BM. SET IN CONC_ <br />LAPSPLICES MIN. <br />16" LONG, #5 REBAR-- <br />DOWL L 8" INTO E XIS I ING AND <br />NEW WALL S -SET !N EPDXY <br />�jp <br />GROUT <br />5�� Z9 r <br />�i <br />J � <br />/ J � <br />I <br />/ JJ/ <br />(2) #5's 0 NEW FOOTER TO BE DOWELED <br />INTO EXISTING FOOTING MIN. 8"- SET IN <br />EPDXY GROUT <br />c� <br />c \\ <br />MASONRY TO MASONRY TIE - IN DETAIL <br />Precast <br />cone <br />w/ (1 <br />rebar <br />Pre( <br />sill <br />Scale: N.T.S. <br />See window attachment detail <br />Alum single hung window <br />Marble sill <br />TYPICAL SECTION THRU WINDOW <br />Precast lintel filled w/ (1) #5 cont. <br />in openings greater than 6' - 0" Scale: N.T.S. <br />wide and as noted on plans. See <br />note #4 <br />Filled cell w / (1) #5 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 />LINTEL ASSEMBLY <br />Scale: N.T.S. <br />30" long #5 rebar epoxied <br />into concrete <br />3/4" dia. x 6» (min). hole <br />drilled into the existing <br />concrete slab and set in <br />Simpson epoxy <br />#5 rebar w/ 25" lap splice <br />Hardened concrete <br />#5 REBAR RETROFIT DETAIL <br />Scale: N.T.S. <br />See elevations for finish <br />roofing material <br />Metal drip edge <br />1 x _ 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 />R - 38 attic <br />insulation <br />5/8" drywall if roof structure is 24" <br />o.c. or 1 /2" drywall if roof structure <br />is 16" O.C. <br />See connection schedule for <br />roof structure connection to <br />exterior concrete block wall <br />See elevations for 1 /2" drywall over, P.T. furring strips <br />exterior finish - .s over 8 x 8 x 16 concrete block w/ <br />R - 4.2 insulation <br />s, <br />4" x 4" inspection port <br />@ each filled cell Indicates 1 - #5 vert rebar in a conc. <br />masonry block cell filled and tamped <br />solid with conc., hooked into the bond <br />beam above and the conc. slab 1 ftg. <br />below with a 25" min. lap splice <br />Grade <br />NOTE: All footings must be <br />a min. 12" below finish <br />grade <br />TYPICAL WALL SECTION <br />Scale: N.T.S. <br />See foundation plan for footing size <br />r and slab information <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />V <br />Q <br />Z _ <br />L. Q1 <br />.m <br />>r <br />'� I=. <br />L c <br />i M <br />= C u <br />45 O i <br />Q <br />'Q L" <br />y <br />� R u <br />ea <br />Gi <br />i• E y <br />u <br />A <br />V <br />Q <br />m � <br />s � <br />L O <br />0 _C O 5, <br />m 0 ' —a <br />Q%-o'v mao <br />Cc LU U N <br />°.LO <br />C�� Edo <br />C m C co 'a CD <br />62W EQM <br />�� 8 M <br />M Vrn� Cam_" <br />U_ <br />_J <br />N O <br />Q <br />�M Q -O U <br />E _�_-o2? E <br />U O mL m <br />�C) 3 >1P <br />_o>Q� <br />L r <br />Q._ O O O <br />U <br />N <br />.�'. 0 O m <br />N U = C") <br />m <br />O L > 00 <br />M~ <br />U LL <br />N mw,� rnsvi c <br />O Cam- cF-r- o <br />1--�i U co Q m N a- <br />C) <br />W <br />I- <br />W <br />� <br />J <br />Q <br />Q <br />� <br />F_ <br />F-- <br />CU <br />U <br />v I <br />JOB NO. <br />Master <br />DATE <br />January 1=Ossman <br />2018 <br />DRAWN <br />16 Daniel M. <br />SHEET NO. <br />S-5 <br />