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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />SAFF r.n&vmV I nAnFt FnR R" PRFVA PRFCTRFC.CFn ILI INTFI C <br />4aefe4w13e1 <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTN <br />- <br />2'-10'(34') PRECAST <br />22BI <br />9! <br />K9 <br />4605 <br />lots <br />61G <br />1541 <br />1541 <br />191a <br />s91+ <br />im99a <br />10394 <br />ie09 <br />ICO'3 <br />3'-W (42') PRECAST <br />2231 <br />sam9 <br />spy <br />.1B <br />4eme <br />5m! <br />slm <br />ebml <br />TJn <br />am54 <br />e91+ <br />9lez <br />ImY t <br />]mYll <br />Imm! <br />4'-0' (4B') PRECAST <br />I966 <br />]x1 <br />2rl9 <br />31e1 <br />ao09 <br />9Ne <br />r1P <br />4e'!D <br />»41 <br />S9r1 <br />ena <br />1m9+ <br />IE99t <br />eel <br />Im09 <br />4'-6' (S4') PRECAST <br />Egg <br />me9 <br />its! <br />]Nm <br />Is» <br />359I <br />rlm <br />9»9 <br />»Il <br />a9L <br />x <br />54mm <br />Iw94 <br />r22a <br />Im09 <br />5'-4' (64•JFRECA9T <br />1211 <br />P+9 <br />Nx <br />I99e <br />Jsee <br />sm <br />Seer <br />4 . <br />�! <br />lP20 <br />e!H <br />1Sn <br />N9 <br />5'-10-00'1PRECAV <br />1062 <br />N05 <br />In3 <br />m31 <br />109m <br />2}49 <br />See! <br />3nm <br />LIN <br />2s" <br />43ee <br />1 <br />em <br />1W <br />W-6'(TB') PRECAST <br />Bx <br />Px <br />2.1 <br />]nl <br />loam <br />91Am <br />30S1 <br />5991 <br />llml <br />a9rm <br />a999 <br />sN4 <br />10e1 <br />T-W (90')PRECAST <br />143 <br />ell <br />rise <br />26. <br />21,05 <br />2.W <br />981 <br />9K8 <br />ell <br />rise <br />2erl <br />Saes <br />9ra1 <br />s4r1 <br />64 <br />T-4' (112') PRECAST <br />55A <br />"' <br />112 <br />Imm <br />12 <br />mM <br />W <br />i5s4 <br />-4 <br />s4eb <br />ll0a <br />iNa <br />4 <br />9smi <br />s <br />101-6YIWMRECAST <br />419 <br />9x <br />0 <br />P41 <br />2N3 <br />2111 <br />rig <br />Mx <br />641 <br />eel <br />ass <br />2mM <br />]lm <br />x4 <br />l'I51. <br />II'-4' (136')PREGAST <br />%I <br />!62 <br />laaa <br />Wa <br />2.3 <br />3tll <br />4mem <br />Sa} <br />SH <br />13ab <br />1e46 <br />24 3 <br />9a, <br />Omer <br />12'-0'(I44')PREGAST <br />331 <br />54m <br />el! <br />,M4 <br />ma1 <br />]19D <br />]eOs <br />355} <br />54p <br />VA <br />III <br />3199 <br />2sm5 <br />ss9z <br />13'-4'(160'PRECA5T <br />296 <br />all <br />all <br />-Us <br />1» <br />» <br />e19 <br />eIS <br />I42a <br />Uffi <br />e!e <br />lox <br />2!m <br />29m <br />ee9 <br />sees' <br />W-0•(16W)PRECAST <br />2t9 <br />124 <br />lee <br />less <br />1326 <br />m91 <br />20 <br />2- <br />.2 <br />Isse <br />Is. <br />m9I <br />201 <br />Xr3m <br />14'-8'(n6') 1•wE91wse9a <br />NR, <br />rar <br />N! <br />NR <br />Na <br />Ne <br />r2R <br />+3B <br />Ies <br />mIm <br />I50I <br />2mb <br />Ml <br />VU <br />r1sa91w! <br />NR <br />NR <br />NR <br />ra2 <br />Ne <br />rai <br />Na <br />NR <br />412 <br />le <br />bye <br />1199 <br />]P9a <br />z310 <br />Mm <br />11'-d' (20B')rReeTlse <br />NR. <br />tea <br />Nr <br />naa <br />NR <br />Ne <br />NR <br />NR <br />3CS <br />9x <br />9•i0 <br />02. <br />4m9 <br />W9 <br />i041 <br />B'-4'[232')1•teesTl'e <br />NR <br />Ne <br />Nt <br />HR <br />NR <br />Ne <br />1ae <br />NR <br />23e <br />a <br />l5m <br />ME <br />1262 <br />98 <br />rim <br />21'-4' (256')FmESTRE <br />NR. <br />rae <br />Ne <br />Ne <br />Ne <br />Ne <br />res <br />mm <br />me <br />99e <br />a4s <br />it. <br />e99 <br />1468 <br />32'-0T264')FwaeTlre <br />NR. <br />Ne <br />� <br />I"De <br />� <br />� <br />� <br />165 <br />98 <br />S•v0 <br />le+ <br />etl <br />1255 <br />,•.S9 <br />24'-0T288')FeEeneseE <br />NR. <br />r!a <br />He <br />NIL <br />faF <br />NF <br />raa <br />NR <br />R9 <br />25m <br />45m <br />rya <br />am <br />- <br />- <br />CAST -*sew <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />aFe-R <br />aFe-n <br />se- <br />Rim-R <br />..." <br />_a-ir <br />fels -R <br />efe-2T <br />AFl3-2T <br />rFm-IT <br />0-2 <br />4-2T <br />aF26-2T <br />EW-)T <br />3'-6' (42') F'REG49T <br />m69 <br />xx <br />.21 <br />as91 <br />-1 <br />rm <br />1mm1 <br />G•9 <br />i65S <br />-a <br />as94 <br />1--, <br />rP3 <br />1001 <br />4'-0' (48') PRECAST <br />ees <br />- <br />!bm <br />tam <br />-1 <br />Nlm <br />53se <br />r0» <br />-1 <br />29a9 <br />!b0 <br />Sag <br />N10 <br />93M <br />B019 <br />4'-6' (54') PRECAST <br />Rai <br />2e4e <br />2 <br />99» <br />4W3 <br />4ln <br />53» <br />ROI <br />101m <br />21m1 <br />9!» <br />4W9 <br />4111 <br />SS» <br />5'-4' (64') PRECAST <br />101a <br />11D <br />22 <br />2ese <br />9355 <br />-1 <br />49]2 <br />em <br />rie <br />Ynr <br />2 <br />9999 <br />-1 <br />4532 <br />PRECAST <br />�' <br />ma <br />M03 <br />x <br />= <br />9se <br />811 <br />}mam <br />1 s,ISs <br />1gel <br />x2m <br />-1 <br />W.6' 08') PRECAST <br />a» <br />] <br />] <br />3»1 <br />d <br />I <br />Is. <br />1 2 <br />9291 <br />sm <br />1'-6' (1104) PRECAST <br />I 1 <br />Ima <br />] <br />+ <br />l2l <br />RIa <br />m21 <br />=5 <br />212r <br />28411 <br />We <br />S-4' (112') PRECASTare <br />.1A,. <br />Ism <br />2a <br />2 <br />] <br />e <br />m4! <br />]294 <br />Zan <br />10'•6'(12W)PRECAST <br />I- <br />S <br />5m <br />lea <br />-6 <br />11 <br />2.1 <br />90 <br />r <br />IWJ <br />1412 <br />169 <br />2m59 <br />2- <br />IF-4' (136')PRECAST <br />544MBN <br />eel, <br />1J1a <br />8,3 <br />1»3 <br />494 <br />601 <br />e4] <br />P12 <br />ma3 <br />19mw <br />2. <br />12'-0' (144')PRECAST <br />• m <br />124 <br />n3e <br />16.9 <br />m6 <br />6e5 <br />ale <br />gem <br />b <br />: <br />1V-4' (160')PRECAST <br />4m <br />•eI <br />964 <br />a49 <br />19M <br />42. <br />lam <br />14 <br />m9Sw <br />Ie9l <br />14'•0'(16B')FRECAOT <br />sma9a <br />12A <br />12 <br />e <br />425 <br />l,l <br />1x <br />mat <br />-1 <br />(Il6')HPE5TRS99E <br />2S9 <br />]46m <br />sm <br />AAI <br />bl2 <br />wo <br />134, <br />IT. <br />mm <br />1 <br />IT. <br />I5'-4' 0849 FR Illef!W <br />124 <br />]se <br />sm <br />3ra <br />0m JI <br />621 <br />lm <br />41 <br />..Aj <br />Il'-4' (208'i°RE5TRE0eE <br />bI <br />r9 <br />511 <br />l <br />el9 <br />19'-4'(232')lwrselReeeE <br />lag <br />S2Sm <br />5mr <br />I+0 <br />441 <br />94l <br />Pv <br />ens, <br />Ins <br />141 <br />21'-4' (296'JFREeteesBe <br />me <br />1 42 <br />2s9 <br />i <br />2 <br />4se <br />3» <br />r]9 <br />91 <br />MI <br />111 <br />tlYl <br />6 <br />22'-O'(264')FREBTtmeeE <br />131 <br />e4 <br />m1 <br />229 <br />1Ye <br />gee <br />9l9 <br />919 <br />NZ <br />e4e <br />x <br />95S <br />24'-0Y288')f#eTREaeE <br />R4 <br />n5 <br />161 <br />sn <br />s41 <br />4x <br />am <br />A. <br />is, <br />%1 <br />e <br />GAFF r.RAVITY 1 11AM FnR W PRFCAST se) 9" RFr.FSC nfxx} 161 INTFI S <br />�IBT•�MaB <br />SAFE LOAD- POUNDS PER <br />FOOT.am <br />e.. <br />4'-4' (S2') PRECAST <br />ri49 3955 !z!m 4519493 lxlIpy <br />ms5 <br />9699 5206 era! N4 IeD994'.6• <br />(54') PRzECAST <br />w•i4 <br />m9a ! ]55} s9ra 4ma r9manx <br />x95 53m6 Kx a1» Ise99S'-8' <br />(68')PRECAST <br />jF0OT <br />930 rile rim nil 1402 3xsNrl <br />xr <br />2aa axl raseA3N10')FRECAST <br />ym <br />s59 ,r5s mme 2R4 2aT4 3tmeR9 <br />zl41 +z+7 lobel6'-8'(80')PRECABT <br />»l <br />1m1 W9 3Pe SOIe +46 lire9m1 <br />WS 9Rm same +»T-&' <br />(90')PRECAST <br />rM <br />l9! N90 1459 slM i39 xMlS5 14>m }4e9 lTLr <br />9'-8' III&') PRECAST <br />46r 999 err 1293 meal 9N6DJb <br />m59 ere 2Me 4mO ee91 <br />SAFF IIN IFT 1 OAM F(IR R" PRFCAST rJ I" RFCFS. mmn I INTFI S <br />CweFCMN <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />•wN <br />2T4445 <br />(52') PRECAST <br />9e5m <br />WeT <br />2x1T <br />selbT12­_ <br />514e]4'-4' <br />Ve6 <br />2x2 <br />seSe4a49 <br />91404'-6' <br />(54') PRECAST <br />2212 <br />2A99 <br />42Is <br />454sell <br />mW <br />Yl11 <br />2919 <br />4219 <br />-15'-8' <br />(68') PRECAST <br />e» <br />,2as <br />1191 <br />sews <br />9se} <br />99Ie11 <br />P69 <br />n <br />232r <br />99M <br />selIPRECAST <br />r9e <br />Pan <br />1146 <br />2299 <br />319911" <br />2259 <br />WAe <br />2199b'•8' <br />[80'1PRECAST <br />83Ee <br />,gee <br />2a19 <br />ss2ms0 <br />,bee <br />2a19 <br />992990')PRECAST <br />142 <br />Ix4 <br />Its <br />Mr14,sm <br />nee <br />2xl <br />]sae9'-8' <br />111b'1 PRECAST <br />w <br />0e4, <br />22 <br />10e9,,, <br />2ASSse6]0m <br />2931 <br />PATIO <br />L- 4 <br />I I <br />L- 3 <br />(2) 3052-SH <br />L- 5 <br />3052-51 <br />----- <br />Y <br />6068 5r.D. <br />I <br />ROOM <br />I II 1 <br />II <br />®II II <br />I <br />II <br />II <br />I I <br />BATHCLG <br />e I1 <br />0 <br />i <br />)3'-s' . <br />- <br />I <br />T <br />I <br />7�STOIR61"'Ai <br />KITCHEN <br />j <br />I <br />O IF <br />PAN. O <br />8•-8.--� <br />CLG. I I O <br />I I --- <br />L -_J <br />II <br />II <br />I <br />II <br />GARAGE <br />FOYER <br />I 8'-8' CLG. <br />i <br />I <br />I � <br />(2) 3052-SH <br />3068 W/ <br />10' TRANS. - <br />L-7 I PORCH <br />L-2 <br />I------------------ <br />------------ ------ L-1 <br />L-9 L-6 <br />LINTEL SCHEDULE <br />NOTE: THE LINTELS MAY SE SUBSTITUTED WITH <br />LINTELS FROM ANOTHER MANUFACTURER 45 <br />LONG AS THE LINTELS ARE OF EQUIVALENT OR <br />GREATER CAPACITY THAN THE VALUES <br />STATED <br />4^=441119167W LINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />IT-4' <br />8F28-15AT <br />L 2 <br />4'-6' <br />8F8-I15/IT <br />® ' <br />L 3 <br />T-6' <br />SFI6-I15/IT <br />L 4 <br />1'-W <br />SF24-15AT <br />L 5 <br />4'-6' <br />SFI6-015AT <br />L 6 <br />6'-6' <br />21=I6-I1BAT <br />L 1 <br />5'-10, <br />SFI6-05AT <br />L 8 <br />- <br />- <br />NOT USED <br />L S <br />11-4• <br />SF16-I1BAT <br />MATERIALS <br />GENERAL NOTES <br />ringg 9^ aria `N Per <br />s Bateload .11 basedon1.1-1daei I. <br />'m•E.00pe1 <br />SAFE LOAD TABLE NOTES <br />TYPE <br />DESIGNATION <br />I. Pc Al' a 1 1-1 • 40" l <br />P Pe <br />2. rc 1-1 • 6000 <br />I. Pra t,ls full mortar bed antl heed J.... <br />2. Shre flllad IIMwI• a• ragulrew. <br />ACI 31B and AN 530 <br />1. All va Wss beaed oi minima, 4 Inch <br />nominal beer,ng. <br />i. For cal Ite Iwel MI not .hoar, <br />Poe Qghhtt <br />we safe bad Ron nszt Tauae h.,qK shown <br />plea-ted pal <br />3. Grout par ASTf1 C4t6 re • Bow <br />Pe 1 w/ smzlmun 3/e Inch <br />18 W II Mch slump <br />3. Inewlmtla of Ilnw1 must comply with tM arehltKlurel <br />end/a evucturel doc '.. <br />4. U-LInt11. re-rectved with 9 I)2' lag notches et <br />I0. Ths ealr(a surface of 1-1. Iretalled In eztr(a concrete <br />H. •hell have a (cat f stucco Ilsd 1n aceordanu <br />meaomy Iua e5 o app <br />wIN ASTM C-296 a oUlr approved (oatirg. <br />1.SEE <br />Ezceptlon: Safe loads fa unfIIIW Ilntsle Host <br />SAFE LATERAL LOAD bs rseWced 20ea tf bears 1 W ie <br />TABLES FOR LOAD R4tING r8 <br />less than Vt indva. <br />0. Fa Ilntele IengtM na ahaun, use safe load <br />Iran lwzl at Lh .Maori <br />ague mn9 <br />Y All eafa bads M IU of pound• pa,, 1lrear <br />F .FILLED <br />WITH GROUT / U • trFILLED <br />a <br />p)AMItt OF 9 REDAR AT u <br />ggegete <br />4. Concrete t-beorry Ilnil• fGN) per <br />LM ands w accomodats vrUcal ull reMracing end groutlrlg. <br />II. Llnlols loaded eewltar4aoue ith vrticel (gaol <br />be = a <br />wu and haizontel (lateral) bade eheuld cMcked <br />FOR EAGN ADDITIONAL <br />RILL <br />t <br />3. NR •Not Rated <br />fool <br />�BOTTOft CF EL CANTT d <br />ABTM C90 w/mMimum net ere. <br />5. Refarr,ce Vr CAST-CRETE Load Derlectlm Graph brodve <br />w <br />For Ire, c Iva d loading with the rollouMS mgwtl <br />RE04IOR...ED CM <br />COURSE <br />3. Safe loam ere euprimpo.ed 411oweble bade. <br />10. All sere load. based on .Inply •upporled <br />u 1 <br />--P,es•Iva etrengUl • ISW pal <br />fa 11nw1 deflactlon MfonrNlla. <br />4. Sete toed• based on grade a0 a grade 60 <br />SF 16 <br />-1 B /1 T <br />e <br />9. Rabar per AST r! A615 grade 60 <br />6. Bohan fled added label to ba located At U1e bottom <br />rleld rebar. <br />II. The number In U» 1M peramhaele <br />1Q <br />Ing eve Per <br />6. Prestress .Id ASTM A416 <br />or the I:_I aavlt . <br />y <br />pppued vrllcal leatl • BRpplisd larizawl leetl <br />S IID <br />Safe tfcal load Safe ha12 1 bad <br />R' CLR TYP <br />S. One Ii rebel ma be wb®tlWted fa uvo <br />y <br />indloates the ewe reduction fa de 40 <br />Per gre <br />aANTftt OF <br />gr da 2l0 low-I.-vo, <br />1. Fbrter per ASTM C210 type M or S <br />1. 1/32• dlemstr Air, etirrupe are welded to Ur <br />bottom steel fa madam- ane1- 1 <br />v <br />I2. AddII-I Iatrel load cepeclty can be <br />(11 5 REBAR <br />5 rebel. M e' IIMeb only <br />b. Tb deelgnr aNy eve Wets concentrated <br />Reld added raI <br />Ezeople T-6' Ilrlwl ty» 8F31-IB sate <br />I <br />L <br />REBAR AT TOP - <br />e <br />8. Casl-M-pmu conve/s may be provided In e;anpoNta Ilr4el <br />etasseed the declgnr by per 1da q .d ,uorbl relnrofrad <br />GR4 a GFI <br />load. hem Lha ears load tablae b9 <br />gravity bad 6412- w/ I5A <br />L <br />NCTtNAL KIGM <br />In I,- or Comer_.assay o,u. <br />mbe <br /><On[+eLe aaray above Ise IIMeI. gee detail eL right: <br />Cd kuNung them .I- rpl•t1r,g maent <br />d-away <br />educUon�6417 (B5) • 9501 Ir <br />p <br />Na1aJA1 <br />WDTH <br />1tt <br />eM star at hen feu of a Pporl. <br />is <br />C IrL <br />5 IBBAR AT TOP <br />MIN. (1) RI= <br />I-W CLEAR <br />CM. <br />6ROUi <br />5 IPEB.•R AT BOTT01'I <br />OF LMTEL CAVITr <br />BOTTOM RESFOICING <br />P IDED N LIMEL <br />HARES) <br />A R C H I T E C T a <br />Design <br />Grou .. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesigogroup.com <br />AA #. 0003325 <br />w <br />y <br />V <br />O <br />4 <br />h <br />O <br />F <br />A <br />V <br />m <br />8 <br />SVHDIV. ag LOT <br />SILVERADO <br />LO T 14 <br />BLK 1 <br />PR.OJffiCT* <br />04128.000-14001 <br />WODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE Sward: <br />RIGHT <br />PACE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) <br />ARCHITECT <br />STATE OF FLOPoDA <br />owll6 <br />t/ V <br />DAu 11/03/16 <br />SCALE: 1 /4"= P - 0" <br />S1q3wT <br />LD <br />