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i !III il I i <br />f.ior:,.I.a �. I jra, 2 Li I <br />K rdoc I, - o Lrr a4,o c 14; <br />10. <br />-T41rl .1 1 <br />STD, q o o Oook - <br />�5 co1J.T I� o I F.1C1 S <br />4; 2EATFUC, `f a& KI Ca'-- o'' vJ I DE <br />t.IjQ NS 01,1 JS <br />SEL �dc rFE. --tt 4. <br />UF71 L.LE.D e E LL_ wl ( I) `*5 <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 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 />High Strength Precast <br />and Prestressed Lintels <br />U LOMLS <br />RECUMD DOOR <br />MTEA <br />FOUR INCHu D <br />• Lintel Legend <br />• Window Lintels <br />Uniform Safe <br />Load Per Lineal . Foot <br />DESCRIPTION <br />DESCRIPTION <br />UNFILLED' <br />FILLED" <br />L-1 <br />7-10" <br />(041 U Lintels <br />20125 bs. <br />53141bs. <br />L-2 <br />3'-61, <br />(42.1 U Lintels <br />1950 lbs. <br />5120 bs. <br />L-3 <br />4'-T <br />(48") U Lintels <br />1875 bs. <br />6408 bs. <br />L-4 <br />4'-6" <br />(54") U Lintels <br />1860lbs. <br />4815lbs. <br />L-5 <br />5'-4' <br />(641 U <br />1575 bs. <br />3744 lbs. <br />L-6 <br />6_10" <br />lintels <br />(7CO U Lintels <br />1575 bs. <br />3744 bs. <br />L-7 <br />6-F <br />(78") U Untels <br />1565 lbs. <br />3260 bs. <br />L-8 <br />T-6' <br />(9(") U Lintels <br />1550 bs. <br />28871bs. <br />L-9 <br />9'-4" <br />012") U Li ntels <br />1025 bs. <br />1747 bs. <br />L-10 <br />10'-6' <br />(1261 U Lintels <br />922 bs. <br />1333 ibs. <br />• DOOR <br />HEADERS AND EXTRA WIDE OPENINGS <br />DESCRIPTION <br />L-11 <br />4'-0" <br />(48") Recessed 2'-6" or 2'-8" Door <br />1875 lbs. <br />6408 bs. <br />L-12 <br />4'-60 <br />(541 Recessed 3'-0" Door <br />1860 bs. <br />4815 lbs. <br />L-13 <br />6-4" <br />(641 Recessed 4'-0" Door <br />1575 bs. <br />3744 bs. <br />L-14 <br />6'-6" <br />(78") Recessed 6-0" Door <br />1565 bs. <br />3260 bs. <br />L-15 <br />T-6" <br />(901 Recessed 6-0" Door <br />1550 Ibs. <br />2887 bs. <br />L-16 <br />9'4" <br />(112') Recessed 8'-0" Garage Door <br />1025 lbs. <br />1747 bs. <br />L-17 <br />1 l'-4" <br />(136") <br />800 bs. <br />1483 lbs. <br />L-18 <br />12'-0" <br />(144') <br />750 bs. <br />1304 lbs. <br />L-19 <br />13'-4" <br />(160") <br />585 bs. <br />909 lbs. <br />L-20 <br />14'-T <br />(168") <br />5851bs. <br />909 lbs. <br />L-21 <br />14'-8" <br />(176") Prestressed <br />387. <br />911 bs. <br />L-22 <br />16-4" <br />(184") Prestressed <br />387lbs. <br />911 bs. <br />L-23 <br />1 T-4" <br />(2080) Prestressed <br />387 bs. <br />911 lbs. <br />L-24 <br />19'-4" <br />. (232") Prestressed <br />289 b& <br />823 lbs. <br />L-25 <br />21'-4" <br />(256") Prestressed <br />293lbs. <br />879lbs. <br />L-26 <br />22'-0" <br />(264") Prestressed <br />279 bs. <br />857 bs. <br />L-27 <br />241.0" <br />(288") Prestressed <br />226 bs. <br />716 lbs. <br />"Llniform <br />safe loads based on tests by independent testing laboratories without <br />additional <br />steel or concrete added to inteis. <br />"Acting <br />as a composite beam with an 8" perimeter beam -one #5 bar in the <br />lintel, one #5 bar in the beam. <br />AN the above Intells exceed the requirements, of <br />all applicable building Codes. <br />SCALE: N.T.S. <br />1 � <br />:)I rl FS0�1 "' 1175 1 <br />(o) �� X. 2.Y ,r <br />TA, FCo dS I > JTo -T` E <br />I L..S I OTO 7a E.-rZU SS To <br />ZE.S I S-f `` U R.1 P Fo ZE S of <br />L1 P -ro Ii aoo I bS I I4 b <br />WOE.tE UFL Ir-T Sf �ZAF� 4E <br />Fiberglass shingles over 30 His felt over 1/2" plywood <br />sheathing or "opt'' 7/16" OSB if rafters are spaced <br />@ 16" ox. If rafters are spaced. @ 24" o.c. use 5/8" <br />plywood sheathing or "'opt" 9/16" OSB. See roof <br />framing layout and connection schedule or additional <br />information along with elevations for roof slope. <br />A I J. Z- 3o <br />L.ISt1 L o <br />.- { SLjL- <br />iri <br />,� <br />,Z11 7f Cv F <br />� <br />5/8`' GCN, ALL as! L. I I�l� <br />roll C) L.y <br />cotiL1r \/EJT'W <br />A,L.L1l So FIT <br />SEE WpoF Rzal1I�4 <br />LA 0 L tr FOB` <br />Go�t�1 E�To r <br />all ,<s' x 1�'' c�-o o . <br />W � /� <br />M I SS i D,a M `ED 02 LLLED�V-//Co C. 2 '' <br />,, 1 SE.E. ELT -I o15 _ <br />L? H I h1LAP SPLICE. <br />i:l1...1 iS � <br />f ^4,5 VE ZT"I 0 <br />ci <br />TRUSS STRAP RETROFIT CONNECTOR RLLED c L /La <br />SCALE: N.T.S. Ev'ES - CMEZ �2r L1L-L 1'+X 2." <br />CO U F-SE� PT FLI04 FA4 <br />. Ito co <br />rt. FOI L' rj l fsl,) <br />1r ,c4�i 11JshT'IC <br />RbZ T' @ EA. F I LLE..P <br />\_1 <br />SEE wi d caw w t OTE. SEE FOL1 l Isar toy <br />�eE �sT D TA1 L.. 1=o_ ALL Foo nd <br />., <br />I_ I ITT .- "Ji I _ I �Z l A L.L.N-r1 o ao .. f 2„ M <br />Co KtT, ... • .. I �� <br />r51 IJ 15 0�.� <br />ME.CA.S-T <br />SILL <br />i..�.r- <br />TYPICAL WALL, SECTION <br />SCALE: `:3/4'1 11-0" <br />TYPICAL SECTION THRU WINDOW mjanine,r %vidio uythe wbitten o nsent onally- <br />Danic! I'vi. Oss.man Drafting, Service. <br />Any reproduction or unauthorized use <br />of plans is prohibited by law. <br />SCALE:3/4" 1,_0" <br />0 Daniel M. Ossman Drafting Service. <br />4' CoIdC.. 5LAE5 "'/i:f ZMF...SI <br />I ox 10 Y'v/. u1 r'1. ov. � <br />o� <br />� 011 La � � ALE l.i6L7 W/ - a� tl �t�R^ 1- r l �. G� 1 �-t.�i� � t L.-1/ <br />C E. Po X I E� ri.I Ij . Ll� Sid... I C E - �o M I?A. E.D I i - <br />1 <br />�- <br />J <br />F1 L� / S I ►-� PSoI.� f..,.D�.IC'',�.,i"E. � a - <br />iI-cam'' 2_ 5 coL_b_ ( . <br />H. Thayer Hersom, <br />Architect <br />P.O. Box 24331 <br />Tampa, Florida 33623 <br />Phone:'813-286-8175 <br />(R. Reg. AR10528) <br />+f—C D U D A D D UrrDnVVr 1'l1C'T`A IT (1DTT^XT AT f-II-%XTf_1 r7f%f-%r 'TXT/' <br />REVISIONS <br />CV <br />0 <br />C4 <br />cJ <br />.JOB NO. <br />MASTER <br />DATE <br />MARCH 15, 2012 <br />DRAWN BY <br />DANIEL M. 0S-SMAN <br />v � , <br />I; i 1 11 _:ICI I1711... 1.l!. Y ... ,�... ... �. ... .. .� <br />