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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />*---IIaaw <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />eU8 <br />uA- <br />p• <br />w- <br />x- <br />>.- <br />a- <br />!]- <br />LENGTH <br />are-e <br />-e <br />sw-e <br />r2,-e <br />2a- <br />-e <br />2'- I0'(34') PRECAST <br />2231 <br />30►e <br />Saba <br />4so9 <br />+b� <br />b0 <br />w <br />Ts4T <br />Tesl <br />tFlT4 <br />ems <br />l0!!4 <br />to994 <br />Nao9 <br />N1o9 <br />3'-6' (42') PRECAST <br />2231 <br />Dln <br />sw9 <br />bip <br />bent <br />lD4l <br />ease <br />8e14 <br />Ipl9. <br />tRa <br />1 <br />'-0' (48') FREC48T <br />1566 <br />]eel <br />LSD <br />]l51 <br />MC3 <br />2aQo <br />bin <br />IM0 <br />1941 <br />5'e►I <br />8914 <br />lan4 <br />wD94 <br />eYT <br />IYlo9 <br />4'-6' (54') f4MCAST <br />Meg <br />ne9 <br />] <br />21W <br />43T5 <br />29N <br />blp <br />D»D <br />Ta4T <br />A-Ib <br />ebv <br />6/00 <br />l0]94 <br />6224 <br />Iwo! <br />5'-4' (64')PRECAST <br />On <br />p,9 <br />M96 <br />e99 <br />]6io <br />DQ9 <br />abx <br />42A <br />wu <br />3aAm <br />albs <br />lb4l <br />sTa3 <br />51-10'll0')PRECAST <br />1062 <br />IIQs <br />m9 <br />w91 <br />20l0 <br />25H <br />9e0! <br />l4To <br />M51 <br />]627 <br />T <br />Tlal <br />6'-Wele')PREC45T <br />gag <br />Q9e <br />Q3a <br />2m <br />2m <br />94to <br />3,BD <br />9mll <br />93N <br />3T0'1 <br />83sm <br />49e9 <br />sobl <br />l'-6' (90')PfRECAST <br />143 <br />I <br />of <br />fQe <br />rQ9 <br />% <br />26bi <br />220! <br />!e'da <br />%99 <br />56& <br />31lI <br />84b1 <br />lba5 <br />W-4' 0129 PRECAST <br />554 <br />b99 <br />l9t <br />Nbo <br />Q45 <br />w% <br />W9 <br />2ab, <br />2ae4 <br />9,86 <br />940a <br />2ae <br />3ab] <br />10'-bY1269FRECAST <br />415 <br />69D <br />890 <br />Q4l <br />20e9 <br />nT1 <br />2wD <br />2996 <br />A. <br />tea] <br />B39 <br />]oe9 <br />2lel <br />9b <br />,»/ <br />II'-4' (IMM-RECAST <br />362 <br />ae2 <br />9tl <br />2429 <br />21 <br />m] <br />ess <br />psa <br />less <br />2429 <br />m <br />;mbss <br />12'-O'(H4')FRECA5T <br />331 <br />a40 <br />ev <br />Q6, <br />wM <br />21e! <br />280D <br />3852 <br />s,o <br />et3 <br />Q54 <br />wM <br />219! <br />]e0s <br />gab] <br />13'-4'060.T-FMCAST <br />256 <br />, I <br />Ill <br />Tag <br />T55 <br />1015 <br />H% <br />it98 <br />ISIM <br />2s16 <br />TaA9 <br />2ee3 <br />14'-O'(I68')Pf £C48T <br />219 <br />4]I <br />lab <br />10p] <br />p <br />1691 <br />20 <br />2690 <br />M2 <br />T06 <br />10oT <br />132a <br />w9l <br />20 <br />]690 <br />14'-e'!nb') name <br />NR. <br />rae <br />M <br />lea <br />Iw <br />T89 <br />nle <br />IeM <br />2249 <br />%n <br />nQ <br />15'-4'(184') 1=IE81F[ <br />NR <br />14e <br />Iw <br />NR <br />Ne <br />we <br />Nm <br />la¢ <br />49 <br />m%D <br />Il'-4' f208')r'IQaTImlebe <br />Nm <br />He <br />Ne <br />tam <br />Do0 <br />9!b <br />990 <br />Wb <br />wo9 <br />W9 <br />2 041 <br />19'-4-(232')1•leene <br />NR <br />226 <br />4w <br />»O <br />10lT <br />Qe2 <br />DD <br />nw <br />21'.4• (256')M <br />M0 <br />940 <br />998 <br />a,s <br />NH <br />L99 <br />ttb <br />22'-0Y264')Pla- <br />NR <br />Nt <br />NN <br />Ha <br />]ea <br />lee <br />let <br />IeD <br />9A <br />0•io <br />Id1 <br />Qea <br />li9e <br />24'-0T288')Fl�aneaee <br />Np- <br />Ne <br />rpe <br />n94W <br />a64 <br />w2 <br />SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />C <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />cFa•n <br />aPn-R <br />eFw-R <br />-n <br />_% <br />ww] m <br />Me-1r <br />SQ-rt <br />MK-2r-2T <br />8F342T <br />VW4T <br />3'-6' (429 PRECAST <br />3]34'-0' <br />(48') PRECASTolo4'-6' <br />J-4-2T <br />(54') PRECAST132l®135'-4- <br />(64')PRECAST <br />221b, <br />99A5'-10'(l0•) <br />FTECAST <br />-2 <br />n! <br />9% <br />Abl <br />]awo <br />28e! <br />ll01 <br />9620 <br />4n3 <br />V-6• 01F) PRECAST <br />093 <br />3241 <br />lQ <br />095 <br />N0'1 <br />w68 <br />2- <br />1 <br />11. <br />l'-6' (90') PREGABT <br />K24 <br />20] <br />] <br />] <br />D2 <br />"nl <br />v, <br />Q24 <br />w24 <br />2. <br />]426 <br />2Wl <br />92] <br />V-4• (112') PRECAST <br />H <br />laA <br />2A <br />sel <br />eb2 <br />nw <br />I649 <br />lab9 <br />22ea <br />»n <br />W-We1269 PRECAST <br />s3o <br />5 <br />9w <br />Iwe <br />446 <br />tql <br />L41] <br />fw3 <br />2¢99 <br />2846 <br />ll'-4' (1369F'Ix'EC48T <br />4l4 <br />103 <br />0l <br />W <br />M <br />T2 <br />w43 <br />­_MA <br />12'-O'(I44-)PRECAST <br />4To <br />124 <br />9!e <br />IA3 <br />_.M <br />pb <br />4T0 <br />Ba0 <br />um2 <br />ww m <br />13'-4' fI6O'fi'REGA81 <br />,] <br />.2 <br />,ao <br />IAe <br />M <br />a <br />we <br />w <br />14'-O'(166'1PIgCABT <br />384 <br />!se <br />124 <br />n] <br />4M <br />In <br />lob! <br />AB] <br />14'•6' (Il6') I•I�brR <br />239 <br />34b <br />!84 <br />9!B <br />D20 <br />663 <br />bl <br />MB <br />9V <br />A <br />Ipl <br />n94 <br />19'-4' ln>a') F1aeTNe <br />"4 <br />i30 <br />bw <br />bT <br />x <br />Q <br />I <br />nt <br />9M <br />906 <br />T,o <br />Q11 <br />H» <br />19'-4'(232')FRE9T1le69E <br />w2 <br />l» <br />9b <br />Ml <br />a4l <br />64 <br />11 <br />21'-4' (256'1­ <br />w <br />u2 <br />b <br />2O4 <br />429 <br />9oT <br />29 <br />"' <br />841 <br />QIT <br />W <br />292 <br />3l3 <br />5!l <br />1]I <br />(264')FlaeTeE <br />r24':. <br />Y288')PFE9TNe <br />n4 <br />n4 <br />n9 <br />202 <br />%l <br />1 M 4 <br />3{2 <br />406»l <br />4w <br />492 <br />ebT <br />e e <br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />�' <br />aNeY-e almN- <br />-e elmwe em- elm» <br />4'-4' (52-) PRECAST <br />w% <br />n49 99ae <br />92a0 4949 s421 6499 l5bl <br />IMI 9b99 <br />9206 be99 Sabo 91» 1o88i <br />4'-6• (54•) PRECAST <br />5'-8'(68')PRECA81 <br />nw5'-IO'(1O')PRECAST <br />Iln42426'-8'(80')PRECA9TT'-6'(90•)PRECA8T <br />r4l'l <br />9a99'-8'(nb')PRECASTNe <br />Aee %! DQ9 4oel lkeb <br />It,YY2 <br />UO 2%9 3Q9 4A0 5991, <br />SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U4-INTELS <br />4C*AV-*1M <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH TYPE <br />4'-4' 152'1 PRECAST <br />-n <br />90! <br />Qewt.-n <br />14N1 <br />L%2 <br />YNb <br />llal <br />4MB <br />awm <br />y� <br />wbs <br />23a2 <br />Saab <br />3lel <br />4446 <br />BIaO <br />PRECAST <br />Nl <br />N04 <br />2N <br />]9D9 <br />96o'i <br />42» <br />49U <br />eel <br />wd <br />Y14 <br />299e <br />3MI <br />,23 <br />,•if! <br />5'-b' !68') PRECAST <br />» <br />nee <br />rlel <br />292b <br />28B4 <br />33e] <br />99u <br />bA <br />Q69 <br />n9l <br />ll26 <br />]861 <br />9l82 <br />39N <br />5'-WOO') PRECAST <br />-"" <br />Qo1 <br />nob <br />2]s9 <br />2T3 <br />mFZ21Y2 <br />bs9 <br />Q!! <br />n46 <br />nee <br />2Tu <br />D2eb <br />2199 <br />b'-8' (80')PRECAST <br />!l0 <br />ws9 <br />A3o <br />Rao <br />2 <br />%19 <br />!92 <br />9l0 <br />Coo <br />Ago <br />IYo <br />]4% <br />29» <br />!!% <br />l'-6' (90')FiQEGABT <br />gob <br />l4] <br />nH <br />2 <br />286 <br />roe <br />e9e <br />nbs <br />MD <br />]we <br />28b1 <br />rie <br />9'-e' (II61) PRECAST <br />39s <br />tl2t <br />] <br />3•-0 <br />560 <br />101] <br />t986 <br />rid <br />tow <br />2511 <br />01 <br />L-1 <br />LINTEL SCHEDULE <br />NOTE: <br />THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER <br />MANUFACTURER AS LOW. AS THE LINTELS ARE OF EQUIVALENT OR <br />GREATER CAPACITY THAN THE VALUES STATED <br />4^3IT-4*94"Iff"t LINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />Il'-4' <br />8F28-1BAT <br />L 2 <br />4'-6' <br />8F16-08/7 <br />L 3 <br />I,-W <br />8F10-15AT <br />L 4 <br />II'-4' <br />8FIe,-IB/IT <br />L 5 <br />V-4' <br />8FIb-IBAT <br />L r, <br />l'-1. <br />BF24-I6/IT <br />L l <br />4'-1' <br />8F8-15AT <br />ASV. DOOR ASSEMBLY, BOTTOM OF LINTELV-01 <br />L 10 <br />5'-8' <br />BF12-06/17 <br />LINTEL SET 8' BACK FROM FRONT OF HOUSE <br />ARC NITECTS <br />6 <br />Design <br />Gro S0. �. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-774-4078 <br />www.a bdesigngroup.corn <br />AA #: 0003325 J <br />F <br />h <br />V <br />W <br />0 <br />0. <br />a <br />h <br />0 <br />F <br />A <br />ti <br />sLTHDIV. ae LOT: <br />SILVERADO <br />LOT #23 <br />BLK�p#1 <br />04128 00 -23001 <br />�QnE� <br />4EBB <br />"1828-CALI" <br />GA %AQZ OTIMIM: <br />LEFT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) <br />ARCHITECT- <br />STATE OF FLORDA <br />MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES s ReBAR Ar roP ` AR N0 93723 J <br />I- P. S' l INne1 • 4000 ! I. Provide (WI nailer bed erld iced J.... '+ Seta load ratN� bawd on rational daalgn arolyala per 'n•F400pe1 I. All valemr baaad u nMimn 4 Irdl 1. R« TYPE DESIGNATION nNa fv REO'D <br />Pratt. Pe AG 318 and ACT 590 conpoalte Nntal htlgK. <br />2. Pc prrUaesed 11-1 6000 P.l 2. ^Jvare rllled INneia as raqubed. NQ. The axterl« a fat& N li-la i-lbx2 h aM l« corleate r1olnNlel baarfrg. waaam bed Ron next lava hak," ahamt <br />3. Gan pa ASTH C4M ng . 3000 3. Nmtalletl« or 1-1 enmt c-rq, mlUt uw arWeeeival melb eiall haw a eeat N attx:to Ilatl N eccardanu Excaptloro Sets kwd f« Inflllad INlela Hoer 8. For INtNa kngur rot .haw, lea ufe bad F •FILLED WiH elmaur ( U • UKILLED <br />I m/ uxNman ale wch and(« a48ClVal doanalta. sdFy aPP BEE BARE LATERAL LOAD PRWT <br />Pa rWlh ABTI-I a-296 « oUw approved eoatlrlg. TABLES FOR LOAD RATMG ba ratluced by 20R Ir baarwj IsigLLi I. Han ran IagaN kngUl Moon OJANTITY 6 91�B.GR AT z DAq. 11 �3 �16 <br />Was- 4 8 to II Inch slop ,. U-L-6 are maru(actvod with 5 la- big notdra el 11. LlMels loaded alnwnarwaua mNh wKlcal ( avl law then 6 IR Nldm. 9. All wre bade m vllte of F Ja pa I- U eggr u! g t'J or FOR EACH ADDITIONAL OOfiOrt OF LN2rEL CAVITY i <br />4.. I'w q Unit& (CtU) pa the entla w etsemedate vauul ull ralM«eme w graining. epllftl and hor1-1 (I.-D ba o,-ld be cheekad gEIPgOIEC-ED q'lll RILL 1. NR •Not Rated feel <br />ASTrI C90 m/nininun net area 5. Refaalee t CAST-ORETE Load Daflaeelon Gaph brodtue r« the combined loading with the folloml•'o e[Iwlion, b® <br />C 3. Safe load are auparlgp e i alla W bade. 0. All eafe leech ba-i on amply a,pportad n BCiALM: 1/4"=l -O" <br />4. eoapraaalw aVapth . 1900 psi f« lintel dNlsetbn MHerewtlen Seta b.d. based grad.,®« grad. <br />9. Aeb er pa AS1FI IF groela 60 6. Bottom Held added rekbr b be bcatad et Ur botton field caber. II. ante w tiv Uw peranu- t raROQr <br />6. Prmtrs1 -la 48TM A4e of 2- is uvl (yur. -1 v -1 l bads U and Y�lianwl Imd /2' CLR TYP 9. One al caber me be wbatlWtod fw emo Intliutee the eat radueUan fw de 40 I^9 a pa t9� S Im 9 Pa ge : � : T <br />g de 7l0 bm rewxelbn 1. l/32' dienets mire Himpa ere melded b the Safa vatlul bed Beta halzaNal load 9 rabaro w e' Ihtala oNy nab added mbar. dIANTIT" T 9 9 . , LNNTEL CAv� <br />1. M«ter pa ABTH =0 type n « B button atrl r« dacha l enrJnrege. Q, gddltlonel Nteral bed ea It be 1219 I�LAR 6. Ti. d-tw- nay evew. cone t-i Exa.pb l'-6' IMtN typo 8F32-Ef eafe I L TEB4R AT rOP e <br />S. CDH-N- I.0 coneale me b. Idad In Ire IIMeI pee y un L <br />P 9 Pot' c°^ abtelnad 63 trw d«igna by prevblrg adeitionel reinforced GR10 « CfKO bade Rom Ur sah load tebWa by gravny load . b,l2ra, m/ B'a. NCMNf4L 1lKaFrt BOTTGM RFI!£OIB-MG <br />In Ile of a2ncrats masonry unlu. eonuane Nwsamy above the I-,. Sae data 11 at rights ululating n ma 1- raal-S nlonl.n reduetlon�6412 (P5) . S501 plc NOMNJAL WDTH G l-9rD'xN4L 1, PRCeDARIEBJ INfEL <br />end alter at d-au Ran fat& of <br />