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REVISIONS <br />N0.1 DATE DESCRIPTION <br />LIcs2IJ Lip-iIT-4- WdEZ& OE401�1� <br />FOQ CA�G2��'E R.CCEr1 E.r�J t'—t <br />K K - OUT eA..0C.1-; <br />III� ..� IN <br />I�■ <br />'�1�91 <br />IFST LI h•! rCL, FI wl <br />(1) �5 coIJT- I j o I,J45 <br />� 2EA-T-P-SZ -TLFL� d tom'- 0" WIDE <br />t�.,K1 D AS � <br />O0 FS, <br />SEE �E -it <br />�'k� <br />�1L,LE.p e F-: LL- W/ (I) �5 <br />VEeT1 Cd, L.. S E.E. Fo �J U PbzT-I Od <br />Foe t,�ATI o fd . <br />NOTES: <br />1. Fill lintel and cells above lintel: <br />2. verify that all reinforcement has been Placed ProPedY• <br />3. See floor plan for additional information. <br />4- Openings less than or equal to 6' — 0" in width do not require <br />additional steel reinforcement unless otherwise noted on floor <br />plan - <br />TYPICAL FILLED LINTEL ASSEMBLY <br />High Strength Precast <br />and Prestressed Lintels <br />UUNTELS <br />DOOR <br />FOUR <br />• Lk" L400W <br />• Window <br />LIWb <br />Uniform Safe Load Per Lineal Foot <br />DESCRIPTION <br />DESCRIPTION <br />UNFILLED' <br />FILLED" <br />L-1 <br />2-10" <br />(341 U Unteb <br />2025 be <br />5314 bs. <br />L-2 <br />3'-6" <br />(421 U Ursels <br />196DIbs. <br />5120Ibs. <br />L-3 <br />4'-0" <br />(481 U UnWIS <br />1875 ba. <br />6408 bs. <br />L-4 <br />4'-6" <br />(641 U Unteis <br />1860 bs. <br />4815 bs. <br />L-5 <br />514' <br />(641 U Lintels <br />1575 6L <br />3744 bs. <br />L-6 <br />5-10" <br />(7(") U Untels <br />1575 bs. <br />3744 bs. <br />L-7 <br />8'-6' <br />(781 U Unteb <br />1566 bs. <br />3260 bs. <br />L-8 <br />T_r <br />(9(r) U Unteis <br />1550 bs. <br />2807 ft <br />L-9 <br />91-4' <br />(1121 U Uri <br />1025 bs. <br />1747 bs. <br />L 10 <br />10'-6' <br />(126") U Untels <br />922 bs. <br />1333 bs. <br />• DOOR HEADERS AND EXTRA WIDE OPENI M <br />DESCRIPTION <br />L 11 <br />4'-0' <br />(481 Recessed Z-6' or 70 Door <br />1875 bs. <br />6406 bs.. <br />L-12 <br />4'-6' <br />(541 Recessed 3'-0' Door <br />1660 bs. <br />4815 bs. <br />L-13 <br />5'-4' <br />(641 Recessed 4'-T Door <br />%Mbs. <br />37" bs. <br />L-14 <br />V_r <br />(781 Recessed 94r Door <br />1565 be• <br />3280 bs. <br />L-15 <br />T-6' <br />(901 Recessed V-0' Door <br />1550 bs. <br />2887 bs. <br />L-16 <br />9'-4' <br />(1121 Recessed 8!-W Garage Door <br />1025 bs. <br />1747 bs. <br />L-17 <br />111-4' <br />(1361 <br />800 bs. <br />1483 bs. <br />L-18 <br />1z_T <br />(144') <br />750 bs. <br />1304 bs. <br />L-19 <br />13'-4' <br />(1601 <br />585 bs. <br />909 bs. <br />L20 <br />14W <br />(1661 <br />585 bs. <br />909 bs. <br />L 21 <br />Mr <br />(176') Prestressed <br />387 bs. <br />911 bs. <br />L-22 <br />1 F_r <br />(1841 Prestressed <br />387 6L <br />911 bs. <br />L-23 <br />1T-4" <br />(208") Prestressed <br />387 bs. <br />911 bs. <br />L-24 <br />17-C <br />(232') Prestressed <br />289 bs, <br />823 bs. <br />L25 <br />21'4' <br />(25n Prestressed <br />293 bs. <br />879 bs. <br />L-26 <br />2Z-0' <br />(2641 Prestressed <br />279 bs. <br />857 bs. <br />L 27 <br />24'-T <br />(288') Prestressed <br />226 bs. <br />716 bs. <br />"Uniform safe loads based on tests by independent testing Iaboratol* without <br />motional <br />steel or concrate added to Intel. <br />"Acting as a composite bream with an 8" pmlmeter beam -one 85 bar in the <br />Intel, one 85 bar in the beam. <br />AN the <br />above Intels exceW the requirements of <br />aI app#cable bUking codes. <br />SCALE N.T.S. <br />�I r-'I PSo�I'' riTS 1 co <br />-�, PCO IJs I IjT-o T E <br />F i (7) 1.S" 10A <br />ST U RJ PT FoIZCE,S of <br />U P T-o 11 000 1 bS . I a NZE,aS <br />WdE F_ LJFLI FT STZAFS A0E <br />MISS ! � , Dl�►r'i1�"E,D, oQ <br />TRUSS STRAP RETROFIT CONNECTOR <br />Ce4 <br />L I OTEJ <br />COOT <br />SILL <br />SCALE N.T.S. <br />SEE Wid Dow <br />DETAj L. FOIZ <br />Is`l.S,LLAT'IotJ <br />4WH SIJ�LE L.� <br />MAPBt.E Si t.L <br />TYPICAL SECTION THRU WINDOW <br />EPoxl F_C <br />E rJ i o C.o rJC. <br />3/+11 0 x Co'' Oc <br />SIM <br />''SEI " EPvX`r <br />SCALE: 3IN=1'--U' <br />SEE- E•LEVAT10J5 FOQ FIrJI50 <br />Wwpide, M&TE21&LS —\ <br />goy <br />C,ohJ-r: VEJTW <br />Awrl 501: FIT <br />SE.E Et.LVATiOjS <br />Fog lob <br />BcK w/ CJ2 0-v�/ALL <br />E��Y a�-IESZ <br />GO U iz.SE- <br />4r ,K- 4ii I IJSPEC,-r1C t1 <br />Fb27 e EA . F I I..LEP <br />CEA-L C-r'(P) <br />tit <br />a <br />W <br />Imo" <br />P'I 11J . <br />5/8" PZYWALL a! L11, 4 <br />00L_.y <br />SEE. QoOF Mal11`4 <br />LtyYodr Foe <br />co rJ 0 ECTOV_ <br />a'', 8' x I!a, *Jcy-- tt- 0 0 <br />�OCK <br />Fri�/W/C01 k 25" 0 <br />2 <br />1-11-5 VEi n e.4,L 0 <br />FILLED C,E.L.L "`'/ ,1 <br />2S" LL`.P S FLIc:.E <br />YZ' IPO�1NALLL 0✓tir.(l i' 4 2." <br />P.T, FJ�h r•I�,' , . 0�S1�I- <br />IZPS ?. <br />C>v F <br />1 t;o C Co <br />IlJSUL. "&- FOIL" <br />�1, <br />darF,'. SEE FoUIJP;z, �OiJ <br />AQ D PDcTl Qej id Fo <br />ff;EI.-lJV✓. ALL rOOTI;J,rS <br />To P2>E 12" M 10.5CL ova <br />rr 101S 0 4APE <br />TYPICAL WALL SECTION <br />SCALE: &6•-1•-0• <br />�•'' ��. SLAB "'l FI �ME� <br />� oiZ CaxCo I oe o "Al <br />�. Y�EI? <br />MIL. VW BA E <br />- IT TfZE,t�a:r�.D �p <br />� s B&Q w/ 2 5 -- Co M P EC i-E.D FI <br />ri I Id. L.&F 3e)F . I CF, � cn <br />Q <br />J <br />i <br />#5 RE -BAR RETROFIT DETAIL <br />SCALE: N.T.S. <br />OPTIONAL CONC FOOTING <br />SCALE 310" = M1P <br />ti <br />o <br />� a <br />L � <br />� =w <br />9z <br />N •'�- iiE <br />�o <br />Q 2o-a �co <br />N co M W <br />ci. U N <br />�QO <br />�cvc 'Q�co <br />aid r.�EQM <br />2�0Cj)W <br />W00 <br />a� <br />c cn a • O +�; m <br />y- U CL <br />C m ti m E <br />5- 0 <br />o��ai;a� <br />t5EOff ait02v'oCW <br />)... <br />L 0 W <br />o 2 4>) <br />� -c C F—M C32 o <br />i— © cvi N 0- C4 <br />a: <br />_J W <br />� Q <br />W <br />0 <br />„J J <br />Q Q <br />0 <br />V V <br />D <br />a: <br />nl <br />00 <br />all <br />Of <br />a_ <br />JOB NO. <br />MASTER <br />DATE <br />JANUARY 1, 2018 <br />D RAW N BY <br />Daniel M. Ossman <br />SHEET NO. <br />S-5 <br />