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BUILDER: <br />Wentra Construction, Inc. <br />QUALITY PRECAST COMPANY <br />'STRONG,, bN SERVICE Wendell Black <br />Brandon, Florida 33509-0011 <br />P.O. Box I I <br />M-4 (0) -19 (j) -19 (j) P.O. Box 1807 <br />m m <br />TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT Land 0 Lakes, Florida 34639 <br />DISPATCH DISPATCH DISPATCH <br />. I Ill Ill I Ph: 813.477.3428 <br />— — — — — — — — — — — — --- — — — — — — — — — — <br />727.821.6227 Pinellas 386.228.2112 Volusia <br />Fax: 813.920.8884 <br />863.425.3070 Polk <br />Wbiack@Wentra.net <br />www.qualityprecast.co�fl <br />DISTRIBUTORS FOR: <br />LOTT'S CONCRETE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INCJ WEKIWA CONCRETE PRODUCTS <br />FL 5092 QUALITY PRECASTCO. Fl- 1418 - RI <br />FL 1774 - RI <br />BUILDING DESIGNER: <br />........... <br />TA5LE No. 4 <br />GRAVITY 4 UFLIFT <br />SAFE LOAr:>5 (FLF) <br />S'x IV COMPOSITE LINTEL$ <br />MAW <br />NO. <br />LINTEL <br />LENGTI-I <br />CLEAR <br />SPAN <br />LINTEL <br />TYFE <br />GRAVITY SodPE LOAD <br />DETAIL J <br />M-1 <br />21-10, <br />Precast <br />10000 <br />M-2 <br />31r(ol <br />21.2'. <br />Precast <br />10000 <br />M-3 <br />41-01 <br />21-5' <br />Precast <br />10000 <br />M-4 <br />41-61 <br />31-21 <br />Precast <br />91(01 <br />M-5 <br />41-51 <br />31-4' <br />Precast <br />5414 <br />M-(0 <br />51-41 <br />41-01 <br />Frecast <br />6431 <br />M-1 <br />r71-101 <br />41.6' <br />Precast <br />5015 <br />M-5 <br />61-41 <br />51-01 <br />freca at <br />411�7 <br />M -,3 <br />51-21 <br />Precast <br />3W4 <br />M-10 <br />(01-81 <br />51-41 <br />Frecast <br />3119 <br />M-11 <br />11401 <br />61-21 <br />Precast <br />2SI1 <br />M-12 <br />11-al <br />&f-41 <br />Precast <br />2113ro <br />M-13 <br />51-00 <br />(01-69 <br />Precut <br />2561 <br />M-14 <br />51-41 <br />11-01 <br />Precast <br />23S�7 I <br />M-15 <br />V-41 <br />81-01 <br />Precast <br />le(ot <br />M-1(0 <br />101-61 <br />4BI-21 <br />Precast <br />1(021 <br />M-11 <br />ll'-4' <br />101-01 <br />Precast <br />1455 <br />M-18 <br />v-0, <br />101-811 <br />Fracast <br />1335 <br />M-113 <br />12140, <br />ll'-2' <br />Preca5t <br />M-20 <br />131-41 <br />121-01 <br />Precaet <br />1144 <br />M-21 <br />141-01 <br />121-61 <br />Precast <br />1066 <br />M-22 <br />14'-6' <br />-13'--4'- <br />Prestressed <br />1234 <br />M-23 <br />151-4' <br />14'-0' <br />Prestressecl <br />II(00 <br />M-24� <br />111-41 <br />IV-0' <br />Preetressecl <br />M-25 <br />llb'-4' <br />Prestreeaed <br />549 <br />M-2(0 <br />201-01 <br />la'�61 <br />Prestrer7secl <br />512 <br />M-21 <br />21'-4' <br />20'-0' <br />Prestressed <br />14C? <br />M-28 <br />22'-0' <br />20'-5' <br />Prestressed <br />1,-: <br />M-29 <br />24'-0' <br />22'-5', <br />Prestressed <br />640 <br />Shown A. Danjou <br />407.435.6959 <br />SDonjoudesigns@ott.net <br />STRUCTURAL ENGINEER: <br />(D <br />U--) <br />0 <br />— 0� u--) <br />00 <br />co ri,-; Cn CN <br />C/5 <br />C=) <br />0 CL u <br />V) " vi co r— <br />Ca- <br />C:) <br />CD <br />1--- CD <br />r- <br />-z:7 <br />U-1 <br />C=) <br />(D <br />0 X <br />E <br />SiRUCTURAL NOTES: <br />.2 <br />--j LLJ <br />00 <br />.2 co <br />C� <br />72 <br />Cn <br />02 <br />X <br />W (V L4-J <br />M .2 <br />C 0 (/) C) <br />t::n :2 CA) <br />.= -2 C-3 <br />W <br />1-. im <br />Lo- E <br />L.L- <br />E <br />V) 0 <br />C., <br />M CDP <br />43 <br />L- 48 <br />C:) 0 5 1 <br />C' in <br />DETAIL <br />�) F= 0 0 <br />C RE <br />2 E <br />cl� <br />— — — — — — — — — — — — <br />-Aw", -jj-: C) <br />I F . I - I I I \ / I I , <br />1 11 N6 —A En I C �' <br />TA5LE No. 15 <br />GRAVITY 4 UPI-11=T. 6AFE LOADS (PLF) <br />V x 24' RECESS DOOR WEArDIER <br />MARK <br />NO. <br />TOTAL <br />LENGT14 <br />CLEAR <br />SPAN <br />DOOR <br />SIZE, <br />I-INTEL <br />TYPE <br />GRAVITY SAFE LOAD <br />SOLID <br />DETAIL DR <br />r)-I <br />V-61 <br />21-4u <br />2'-0' <br />Precast <br />10000 <br />Q-2 <br />4'-V <br />21-63 <br />21-41 <br />41-2m <br />21-lo' <br />2'-(o' <br />Precast <br />10000 <br />L)-4 <br />4'-4* <br />31-01 <br />21-&u <br />Precaet <br />10000 <br />D-5 <br />4'-8' <br />31-4' <br />31-01 <br />Precast <br />10000 <br />D - (0 <br />51-81 <br />4'-41 <br />4'.0' <br />Precast <br />i0000 <br />(01-a! <br />51-41 <br />51-09 <br />Precast <br />1053 <br />Dma <br />11-83 <br />61-41 <br />Precast <br />4143 <br />Q-9 <br />91-81 <br />81-41 <br />- �0' �[—Precaat <br />2,545 <br />TA51-E No, (o <br />GRAVITY 4 UPLI=T <br />SAFE LOADS (PLI=) <br />6' x 24' COMP051TE LINTEL5 <br />MARK <br />NO. <br />LINTEL <br />LEW.%TH <br />CLEAR <br />SPAN <br />LINTEL <br />TYPE <br />549� LOAD <br />—GRAVITY <br />SOLID <br />DETAIL Q <br />M-1 <br />2'- 10' <br />0 <br />Precast <br />10000 <br />M-2 <br />3 0 <br />21-21 <br />Precast <br />10000 <br />M-3 <br />41-01 <br />21-81 <br />Precast <br />10000 <br />M-4 <br />41-rot <br />31-2, <br />Prer-ast <br />10000 <br />M-5 <br />41-al <br />31.4' <br />Preca5t <br />10000 <br />M - (0.- <br />51-41 <br />41-01 <br />Prer-ast <br />10000 <br />M-1 <br />51-10, <br />41-61 <br />Frecast , <br />10000 <br />M-6 <br />V-41 <br />E51-01 <br />Precast <br />0 0 0'-') <br />M-s <br />rot-61 <br />51-21 <br />Preca5t <br />100(21�rl <br />M-10 <br />(01-51 <br />51-41 <br />Precast <br />M-11 <br />11-(01 <br />(o'-2' <br />Precast <br />641(o <br />M-12 <br />M-13 <br />11-81 <br />81-01 <br />61-41 <br />V-8' <br />T <br />Prec3et <br />6024 <br />53rol <br />M-14 <br />V-4' <br />71,-01 <br />Precast <br />4031 <br />M-15 <br />91-41 <br />81-09 <br />Precast <br />312(o <br />M- 1& <br />04' <br />V-2' <br />Presa5t <br />21B31 <br />M-11 <br />ll'-4' <br />101-01 <br />Pre,��a�,t <br />2553 <br />M-15 <br />12'-0' <br />101-81 <br />Precast <br />12'-i,' <br />111-21 <br />Precast <br />11-20 <br />1.31-41 <br />12'-0' <br />Prer-ast <br />n2(o <br />M-21 <br />141-ol <br />12'-bl <br />Precast <br />Ilia <br />M-22 <br />14'-8' <br />13'-74' <br />Prestressed <br />1-11121 <br />M-23 <br />IE-,'-;4' <br />14'-0' <br />Prestressed <br />1 (0 (0 e?) <br />M-24 <br />111-41 <br />IV-0' <br />Pre5trseee.d <br />13-IA <br />M-25 <br />113'-4' <br />1831-01 <br />Preetressecl <br />F f-I <br />M-26 <br />20'-0' <br />IV-81 <br />Prestmased <br />1122 <br />M-21 <br />21'-4' <br />20'-0' <br />Prertressed <br />1024 <br />M-2a <br />22'-V <br />Pre-streseed <br />1381 <br />M-21b <br />241-01 <br />Frestressed <br />'510 <br />Hall <br />[DETAIL <br />C71 <br />ff-) <br />Lill Im trr_r_ <br />C:) <br />JOB: DIAZ <br />