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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />CwswtGMM <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />xPE <br />tl- <br />- <br />•- <br />LEM'aiH <br />8U8 <br />tro-B <br />eFQ-e <br />6I!-rm <br />su•Im <br />2a-o <br />wlf-® <br />21-10'(346) PRECAST <br />2231 <br />9EN5 <br />9m69 <br />4ba5 <br />46m6 <br />en! <br />iL1 <br />TSeI <br />ll4l <br />el,4 <br />Iml51 <br />10.le4 <br />Im'0! <br />nem9 <br />3'-6' (42') PRECAST <br />2231 <br />9bD <br />lmb9 <br />9,D <br />4emD <br />51a! <br />enn <br />660'1 <br />'H4l <br />ems4 <br />aY14 <br />5em <br />w9le <br />Im»I <br />IwD! <br />4'-0- (48') PRECAST <br />I%& <br />Mbl <br />26r9 <br />]'AI <br />Nmb <br />lntm <br />by <br />4a90 <br />TMl <br />-1 <br />a51+ <br />1094 <br />IOS44 <br />&Ol <br />IDm9 <br />4'-6' (54') PFECAS7 <br />E+99 <br />2IB! <br />]Ilm <br />Jl,b <br />]anl <br />alu <br />!»! <br />Rfl <br />Mx <br />MV <br />D4atm <br />ImiSs <br />ev4 <br />IIB05 <br />5'-4' (64')PRECABT <br />1211 <br />DH <br />N.9a <br />e>b <br />28eo <br />9Q9 <br />9eM <br />4a4e <br />IK9 <br />9m.e <br />s9K <br />rsl <br />ls4 <br />5'-10'(10')FTECAST <br />1063 <br />xo6 <br />m! <br />Imsl <br />fmDm <br />! <br />l4lm <br />usl <br />area <br />4snm <br />,w <br />,w <br />e9 <br />6'-6'(18')PRECA5T <br />we <br />Q98 <br />Q9e <br />2m <br />am <br />!eM <br />less <br />9mll <br />s9a <br />9lml <br />sobs <br />4!e! <br />•iMl <br />l'-&' (50')PRECAST <br />143 <br />I011 <br />Has <br />n]5 <br />mu <br />2K1 <br />2109 <br />9D9D <br />ab56 <br />D6e1 <br />9w <br />9e» <br />e4 <br />V-4' (112') PRECAST <br />594 <br />e93 <br />,a] <br />IYm <br />eM <br />wA <br />te49 <br />]se4 <br />25b4 <br />91b <br />letb <br />aeb <br />99m] <br />10'-bY126')PQECABT <br />415 <br />°t» <br />e50 <br />tl41 <br />109a <br />]lll <br />1N9 <br />bM <br />Imo] <br />2m51 <br />]lN <br />4T!{• <br />II'-4' (L%')PWC.ABT <br />362 <br />9� <br />aab <br />otIo <br />243 <br />!Ql <br />4mm1 <br />5D] <br />9M <br />uK <br />b4e <br />2429 <br />9Ql <br />40e6 <br />12'-0'(144')PRECA6T <br />331 <br />D40 <br />�! <br />Q54 <br />I60I <br />1!l <br />YOD <br />9»] <br />M0 <br />e,9 <br />QD4 <br />I.M <br />2199 <br />2ALa <br />9%] <br />13'-4'(W0'PPfECAST <br />2% <br />nl <br />4ll <br />,ae <br />11!6 <br />ImA <br />IOID <br />u2e <br />ub <br />was <br />b!e <br />a916 <br />2lla <br />ate! <br />2e61 <br />141-0'(l68')PRECA5T <br />219 <br />tl4 <br />- <br />- <br />- <br />- <br />2.1 <br />2690 <br />100] <br />Wb <br />Nal <br />Ql <br />M <br />14'-8'(nb')f'la=4rfa= <br />N <br />Ne <br />Ne <br />Nt <br />rR <br />M <br />W <br />ulm <br />190] <br />}]M <br />Mi <br />}1Q <br />IS'-4'(184') ImeEST1ElBE <br />NAL <br />tR <br />4Q <br />1. <br />Q90 <br />n!! <br />2w <br />2 <br />]514 <br />n'-4-(2089FlaeTlff <br />NR <br />IR <br />NY <br />H2 <br />N2 <br />IR <br />1ae <br />N¢ <br />9m0 <br />596 <br />950 <br />W. <br />W09 <br />bay <br />'a0ol <br />I5'-4'(2329Flwaft� <br />NR <br />eR <br />1ae <br />2. <br />4N <br />,9m <br />1091 <br />12.1 <br />uD <br />nN <br />2l'-4' (256')- <br />NP- <br />wD <br />55a <br />eA <br />151 <br />11aB <br />22'-OY264'1FIEaTeE <br />�, <br />aR <br />tR <br />rR <br />Na <br />we <br />9D <br />»m <br />lB4 <br />Im{, <br />Q» <br />uss <br />24'-0l288')FlrtatmE <br />NR <br />H2 <br />Ha <br />H2 <br />Nm <br />lam <br />tR <br />Ne <br />m <br />2ao <br />Mm <br />65e <br />ea4 <br />10b <br />a22 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />CMIT-GMM <br />I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />LFe-n <br />. -R <br />BFb- <br />m -R <br />k24-n <br />acl -n <br />-2-R <br />68-2T <br />iQ-a <br />?la-aT <br />M 4-1 <br />tND-1 <br />M9]-21 <br />3'-&' (42') PRECAST <br />Day <br />2a95 <br />»]4 <br />4- <br />5109 <br />bD3 <br />lgel <br />Gs5 <br />26D5 <br />24 <br />49rI <br />but <br />10m1 <br />4'-C' (48') PRECAST <br />u6.9 <br />t2m6 <br />l060 <br />no <br />M,m <br />99a! <br />burls <br />ue! <br />alms <br />l0603f6 <br />Mlm <br />5.125 <br />bm19 <br />4'-6' (SW) PRECAST <br />Q01 <br />]9e0 <br />21m1 <br />1.19 <br />40a9 <br />AN <br />6915 <br />nmt <br />2msm <br />z1m <br />,s <br />4m49 <br />nn <br />,5 <br />5'-4' (645) PRECAST <br />' <br />nD <br />2 <br />2M <br />--- <br />95a1 <br />M22 <br />1016 <br />nD <br />2M <br />2 <br />39ge <br />lD51 <br />M2] <br />PRECAST <br />5� <br />f <br />2 <br />l <br />9r. <br />a- <br />929 <br />Dal <br />2~ <br />2s!! <br />1 -1 <br />3870 <br />4ma <br />PRECAST <br />P99J! <br />-J <br />2 <br />9]sl <br />lQ <br />B» <br />IM <br />wNl <br />]s2. <br />2,Aa <br />- <br />1 310 <br />T-6' (90') PRECAST <br />l2l <br />W <br />2 <br />l]1 <br />Q]4 <br />.24 <br />2026 <br />2426 <br />2621 <br />M26 <br />W-4' e112') PIMCAST <br />»I <br />101111 <br />I <br />.11. <br />2D <br />] <br />»I <br />K3 <br />unB <br />KI! <br />Da9 <br />f]9e <br />2.D <br />10'-6'(Db')PRECAST <br />r''� <br />5 <br />•Ja <br />Il» <br />44,6 <br />n <br />2011 <br />I <br />NV <br />nb9 <br />2- <br />294b <br />(I-W)PRECAST <br />4l4 <br />103 <br />Q <br />Dmm <br />f199 <br />45e <br />60l <br />.12 <br />bM <br />19Dr <br />2101 <br />12'-9)' (144')PRECA8T <br />nm <br />124 <br />99D <br />I69 <br />Dar <br />4lm <br />690 <br />um2 <br />Du <br />19'-4' (IbO'.PIEEC49T <br />410 <br />em1 <br />l <br />9a <br />lug <br />W! <br />Oft <br />K0 <br />lM <br />IDS <br />Wl <br />14'-0'(168')PRECA6T <br />384 <br />9Ba <br />"96 <br />lu <br />QT <br />4. <br />4M <br />In <br />14'-8' (Ilb')19tE9Tlff <br />239 <br />!!e <br />lYr <br />D <br />K! <br />alt <br />O2D <br />a10 <br />Dm <br />Iml <br />IS'-4' (184') PItS9T1E»E <br />MI <br />Iu <br />2 <br />3u <br />968 <br />b <br />b2l <br />Ia <br />511 <br />lab <br />n'-4- (208'.1•IEBTIE»! <br />u, <br />X9 <br />! I <br />69e <br />l96 <br />OV <br />19'-4' (232')PRE6'reEeaD <br />b2 <br />329 <br />3M <br />441 <br />Del <br />64l <br />14l <br />21'-4- (256'YF aT <br />lK <br />N2 <br />269 <br />204 <br />4]9 <br />619 <br />!al <br />NI <br />Qa] <br />22'-O'(264'PRESTPE9BE <br />M <br />ul <br />ul <br />2!2 <br />ul <br />aa3 <br />313 <br />2Y <br />9» <br />5.1 <br />9,5 <br />5u <br />VI <br />4e] <br />9M <br />% <br />D!9 <br />24'-CY258')P-s- <br />w <br />]mx <br />-1 <br />9D <br />912 <br />4i6 <br />49f <br />15l <br />BBl <br />el6 <br />SAFE GRAVITY LOADS FOR 8" PRECAST W 2" RECESS DOOR U-LINTELS <br />0--*wNn <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />eRn- <br />Rtlrs <br />�- ®elee> etm+- <br />4'-4' (520) PRECAST <br />n49 !!56 3280 49M D4]I a4v Teel <br />IB3B <br />u91 se D K ambm 9415 ImeSl <br />FIWCAST <br />H94 <br />Fi96 9mb9 3»2 a I- -I a- <br />6�6 <br />n» lot» Nma 99 embm 9a19 Ia'a3! <br />5'-8' (68'1 F'FiECABT <br />72m ff10 nla ]2n fB9D 34m2 3944 <br />IM, 24ei Mal b!B! T!n 9911 <br />S'-IO'(l0'1 PRECAST <br />01® <br />BB9 lay! 1600 2Q4 2649 3n4 l,mm <br />Nu 1!e] 4a42 K l e <br />&'-8'(80')PREGAST <br />Ml <br />r01 INS lQm 90M T141 5/M ,96a <br />G01 wro lQ0 5mee l!D sn. <br />l'-b' (9O')PRECAST <br />1» U50 24» 9T16 DlM 1295 »29 <br />bey <br />l95 M!D f4» 3T16 9lM <br />5'-b- 0169 PF&CAST <br />4n <br />4rb s!s Dbs 2]D! !Qa +oll 9w <br />!26 D6D 2as3 1129 46m 5091 <br />SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS <br />4COM14C Mw <br />SAFE LOAD- POUNDS PER LINEAR FOOT <br />rTPE <br />LENGTN <br />4'-4' (52') PRECASTS <br />.laa <br />a <br />eR}e.n <br />.mle- <br />IsOe <br />2li2 <br />90lb <br />3lWm <br />1445 <br />5N0 <br />ter5 <br />K6B <br />2U2 <br />90D6 <br />lIml <br />4M5 <br />5140 <br />4'-&' (54') PRECAST <br />Bbl <br />Ibm. <br />2T2 <br />ova <br />9bml <br />42A <br />4.e1 <br />Kl <br />rM <br />22l] <br />]S!! <br />16m2 <br />4a15 <br />/•w9 <br />5'-8' (68')PRECAST <br />p' <br />Gbh <br />f1.1 <br />2l26", <br />fBS1,. <br />l.4af <br />9911 <br />BY9 <br />Qa <br />ns, <br />]!]e <br />2a84 <br />g992 <br />fell <br />51-101(10') PRECAST <br />s» <br />Qmis <br />rl4e <br />2]as <br />2113 <br />2,l9 <br />b» <br />Q!9 <br />n44 <br />}}» <br />2TU <br />9]8a <br />i,l9 <br />b'-8' (80')PaECA81 <br />9�0 <br />525iw� <br />D!0 <br />} <br />} <br />510 <br />me0 <br />D!m <br />1la0 <br />2121 <br />]L,a <br />9l]D <br />l'-b' (9C')PZECA81 <br />ems <br />,42 <br />I2M <br />n <br />2 <br />xsa <br />2y <br />B06 <br />B!b <br />L4a4 <br />nK <br />2W, <br />M6l <br />2ab0 <br />5'-e' nw•) PREcnsT <br />lie <br />M <br />m] <br />2 <br />!95 <br />560 <br />Ipl2 <br />19N <br />f101 <br />2mb <br />2991 <br />L- 2 L- 2 <br />(2) 3052-SH L- 3 <br />EGRESS (2) 3052-614 <br />L-1 � EClRE55 � , <br />LINTEL SCHEDULE <br />NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM <br />ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF <br />EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED <br /><AN-r+4TIdLINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />Il'-4' <br />EF26-IBAT <br />L 2 <br />1'-6' <br />Wilt-IB/IT <br />L 3 <br />12'-0' <br />8FI6-IB/IT <br />L 4 <br />S'-4' <br />8FI6-115AT <br />L 5 <br />1'-b' <br />8F24-IB/IT <br />L 6 <br />4'-6' <br />8FI6-06/IT <br />L 1 <br />4'-6' <br />8FB-IB/IT <br />ASV. DOOR ASSEMBLY, BTM. a 8'-0 <br />MATERIALS <br />GENERAL NOTES <br />3. eerm bad reeInnqq based urn ra onel d«Ign snalyem pe <br />SAFE LOAD TABLE NOTES <br />TTPE DESIGNATION <br />I. Ye e' precast INtml 4Q:CC pal <br />T. Ye eatl Ilnwl , 6Omt7 <br />I. Fi-V "I sorter bmd erd h d Joaaa. <br />I. Elrorm flllad IlMele rpwretl. <br />ACI 918 and ACT Sam <br />�• ° <br />L All va A,« based m nlnllmml 4 Inch <br />1. For Co.",. Ilmsl Mkyrte not shown, <br />pr«t p°I <br />3. Grout pas ABTfi C416 " • 3= <br />ae <br />9. Inatalletlon oI Ilmml mwt comply - -.-tec 1 <br />IO.e Thm .xtmrlor surface of 0-1, IrMelbd In mxlslor fd�ata <br />ronlnal baering. <br />Exeeptlon, 5eia loads for rnfillmd IkHela mwt <br />wee ears bed hon rImMT hml�K shown. <br />B. Fu IlMsls length. not slwwn, we ea fe load <br />F • FILLED - GFgn / U • 1lFILLED <br />W I m/..I- wo Ir Jl <br />aggregate . 8 b II Inch eMmp <br />and/or eV -.I deeumm�te. <br />4. tl.Lbule are nrrufeetvsd mhh S Va' brg nmdre at <br />a Ile eNll hevm a coati f .wcco Tied In accordance <br />7' pll re o epp <br />mIN ASTH C-296 u oLLr approved rcatlriy. <br />II. Linlau betlmtl eMuluneauly with Vrtlul ( Ity u <br />SEE SAFE LATERAL LOAD <br />TABLES FOR LOAD RATING be reduced by T0x If b«ring length le <br />FOR EACH ADDITIONAL �° than a I!) k lw. <br />hen next loncq t Imriglh al- <br />9 All eefm beds In v114 of pountle pa Ilnmer <br />II--g1A2RITl' GF 5 REDAR AT <br />I gpTTq•l GF LDLrEL C4VffT If <br />4. Convete Masoey Unite (=) pa, <br />451M 09m e/nbhmn net arse <br />tM ode to accarodats vwtlul ulI relnrwcNg erd grwtlrg. <br />9. Rsfsralcm tar CAST-CRETE Load Denaclbn Graph brochre <br />uplift) end horll'amel (bteraU bed ehoula be dndstl <br />fu the loading the folbming <br />,`.� <br />- • <br />REItfORGED CFRI FlRL <br />z N1E . NM Rated <br />3. Safe loads arm etparinpoead allomabN beds. <br />root <br />W. All mrm bade based - slnply euppatsd <br />` <br />ccnNx«alum etrogth • p�0m Pel <br />Ab5 <br />ru 11-1 d latol- alfamatlal. <br />oombinsd with equetlon� <br />COURSE <br />4. Safe loads based on grade 40 u ds 60 <br />�a <br />M <br />n <br />I - <br />5. Rrtaer per A91M grade 60 <br />b. I-r=2-ng I= per 45T A4W <br />6. Bohan flsld added mbar - be located at t}n rotten <br />of tYr 1M 1 -tq. <br />BpRJItffi.YIllGAIIPCd • Bppllad 1-i-ltel load S 10 <br />safe 1-1 bad 'Safe hor1-1 load <br />'. 0.. <br />R' CLR TYP <br />fNld ratVr. <br />9. One °7 rarer may be eLLaetlWtatl for uua <br />II.' nsnbr In Ua the paremarera <br />Mtllmt« Ua perunt reduelim for gads 40 <br />✓� <br />✓/� Q <br />I <br />grade 2l0 lao ralaxeuon <br />1. Fluter ps ASTM C210 type M or 8 <br />1. lAT' dlaerlm mire attrty2a ere welded to tar <br />bottom steel for neehaniceI anchorage. <br />V <br />pac y Vn <br />U. Additlaal [.-.I bad - tt b. <br />(2) 9 REBAR <br />7 rabere m 8' INrtale only <br />6. Tla d«Igrr say mvawate <mlto«°rat.d <br />Held added rMar. <br />Ezanple l'-6' IMtsl type SF32-Ei eafm <br />OLAMttY OF 9 3 <br />L REBAI2 AT TOP <br />& Gast -In- laps co-ste ma t7m Idad 1n Its 1-1 <br />P ! f�oV ccnPo° <br />obtained by Ur d«Ignm by providing addlllonel relMuced <br />GR40 u GR60 <br />loads rron the sofa bed tabl« by <br />g®aNty bad . 64laru w/ PS% <br />NQIINAL VEKaNT <br />In Hsu of cot - ma.." vllU. <br />cpluet. naeorry abovm tar ll tall. see dstan at rtglx. <br />"i Natr'g t e maxmunora«r� o f t <br />duct -n 412 eA5) • %01 pu <br />rypIyINAL naDTN <br />�I-I!a' CLEAR <br />GROUT <br />9 fq B AT 0O - <br />OF LINTEL CAVITY <br />BOTfOH REIIROR-DYs <br />PROVIDED M LINTEL <br />(VARIEa) <br />A R C N I T E C T S <br />5 <br />DesO.na. <br />Grou <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7745078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.com <br />AA 8: 0003325 <br />W <br />4 <br />W <br />�i <br />Z <br />F <br />4 <br />tq] <br />h <br />O <br />R <br />O <br />0 <br />SU31MIV. AC 1,07 <br />SILVERADO <br />LOT 13 <br />BLK 1 <br />PROJECT <br />04128.000-13001 <br />HODEIc <br />4EAB <br />"1672- ARIA]] <br />GARAGE SNII'TG: <br />LEFT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OP FLOPoDA <br />PltuqT <br />DATr, 11/04/16 <br />,: SCAT1 /4"=1'- O" <br />SI'E = <br />in <br />