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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />cc noevrry i nene cnm a•• mmccerr a wmccrmcsmcn ua lasso a <br />*--4- <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TY2'E <br />8U8 <br />aFa• <br />- <br />LENGTH <br />en-B <br />wT•o <br />ew•m <br />4• <br />-es <br />T-10'(349 PRECAST <br />2231 <br />auras <br />3N9 <br />Ym8 <br />.0 11sa'I <br />60 <br />1541 <br />eel+ <br />0334 <br />mW` <br />Ibd! <br />N-6' (42') PRECAST <br />2231 <br />lm6B <br />nn <br />52aa <br />s6m1 <br />aura. <br />ssm: <br />meal <br />SNB <br />Nm5 <br />bIQ <br />A4l <br />eB'14 <br />Imme <br />4'-0-(48')PRECAST <br />1966 <br />]ebl <br />»ss <br />2A1 <br />4rmD <br />'Rt0 <br />ria <br />4asm <br />A41 <br />pe61 <br />- <br />1mll <br />misl <br />nDm! <br />4'-6' (549 PRECAST <br />599 <br />B6s <br />2- <br />tam <br />4!A <br />2531 <br />.1. <br />SA3 <br />le4l <br />Alb <br />N <br />D4mm <br />msaa <br />bxt4 <br />It009 <br />9'-4' (64')PRECABT <br />DY1 <br />IY19 <br />HSa <br />Mn <br />2D60 <br />!n9 <br />!•N <br />41M <br />rs3 <br />!m!m <br />DSN <br />Asi <br />s13s <br />5'-10'00'1 PRECAST <br />1062 <br />amm! <br />s.,m <br />u <br />49•m <br />sm <br />1W <br />e3] <br />6'-W 08') PRECAST <br />908 <br />n!a <br />n3s <br />Jm <br />2m <br />Mae <br />34N <br />Stull <br />e3a <br />11m1 <br />e3sm <br />4»a <br />sNl <br />l'-6' (90')PRECA9T <br />143 <br />mll <br />bM <br />]I]s <br />n2D <br />X92 <br />TNI <br />2Xe <br />seas <br />26sa <br />N61 <br />llal <br />Mil <br />9.6 <br />W-4' 012'1 PRECAST <br />--. <br />�'' <br />AI <br />Irom <br />n4D <br />ate <br />mw <br />2sbt <br />]e•4 <br />3(es <br />SIN <br />26b <br />4 <br />lSm2 <br />10'-6YD6'1PRECAST <br />419 <br />a!s <br />ea0 <br />Qn <br />]me! <br />n11 <br />JW <br />Hsa <br />64! <br />maJ <br />BD! <br />2W <br />4141 <br />114•4' (1969PRECAST <br />362 <br />- <br />413 <br />Sn, <br />4Bm. <br />9N <br />ter• <br />11- <br />24TD <br />3m <br />4mN <br />IT-0.044W RECAST <br />33, <br />sae <br />nsa <br />m64 <br />2 <br />tame <br />3M2 <br />sae <br />use <br />2ro <br />nee <br />9eD2 <br />13'-4-("'PRECAST <br />256 <br />411 <br />411 <br />Tee <br />lDD <br />Im'ID <br />HX <br />H» <br />1638 <br />b!6 <br />23M <br />y <br />]De! <br />2ae3 <br />W-0•068'PRECAST <br />21S <br />424 <br />lm• <br />mm2 <br />TeX <br />teal <br />20 <br />263m <br />MS <br />GI <br />J69m <br />H'-8'lf16•) PIQaT! <br />N.R. <br />4eB <br />1e9 <br />t3lm <br />lam] <br />3349 <br />an <br />nn <br />IB'-4'(1849 nE <br />NAL <br />tR <br />Ht <br />w <br />Na <br />N! <br />NQ <br />4Q <br />1m <br />nDm <br />ms <br />]mse <br />al2m <br />Ml3 <br />IT'-4'l20B'1PIa:a1F'eee <br />NJ- <br />Me <br />e3s <br />see <br />8]6 <br />I60'9 <br />Ws <br />2-1 <br />19'-4'(23Y)q <br />NR <br />NR <br />NR <br />Ne <br />T% <br />4 <br />A0 <br />m!l <br />Qa2 <br />2ew <br />nu <br />22'-OY264')NR <br />m74'-0T288')NR <br />rR <br />w <br />NR <br />NR <br />MR <br />Q9 <br />Xm <br />4em <br />see <br />w <br />ms2 <br />Q22 <br />SAFE UPLIFT LOADS FOR 8" PRECAST B PRESTRESSED U-LNITELS <br />CMNC/MIm <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />aF8-rt <br />6Q-rt <br />aFm-R <br />tFM-R <br />EPl4-R <br />lfT6R <br />!!x-R <br />aF6n <br />ffQ-n <br />sm-n <br />-n <br />aP]bn <br />03J-n <br />3'-6' (47') PRECAST <br />"t <br />26DD <br />M4 <br />43aa <br />D26! <br />aW <br />-t <br />H 4 <br />1lef <br />*261 <br />W <br />1-1 <br />4'-V' (48') PRECAST <br />D6! <br />]3mD <br />9mbm <br />!eB <br />451m <br />D329 <br />sans <br />e!» <br />4'-6' (54') PRECAST <br />2-!SA <br />4ew <br />4111 <br />e!A <br />Qml <br />l0em <br />21m1 <br />3!A <br />4m49 <br />4111 <br />D l <br />S'-4' (64') PRECAST <br />m16 <br />ne <br />22 <br />xels <br />ass! <br />De6l <br />4aJT <br />Ids <br />ne <br />]tale. <br />xe3s <br />3as! <br />aD•I <br />4S]2 <br />51-101(10') PRECAST <br />N1 <br />x <br />3 <br />36 <br />483 <br />9] <br />B6l <br />S3620 <br />453 <br />PRECAST <br />ees <br />D <br />9 <br />110 <br />ass <br />uml <br />tare <br />] <br />x,se <br />9MI <br />!-In <br />T-6' (90')PF£CA5T <br />1 <br />wa <br />24 <br />1 <br />4 <br />424MIS <br />24M <br />!2 <br />9'-4' (1129 PRECAST <br />e'a1 <br />I <br />M <br />26 <br />asT <br />me <br />Ir43 <br />leas <br />TJs. <br />»n <br />10'W0269FRECAST <br />e30 <br />a <br />916 <br />I" <br />{ <br />2.1 <br />It <br />by <br />412 <br />-S <br />(1369PRECAST <br />414 <br />103 <br />nl4 <br />B6 <br />M3 <br />2.n <br />12'-0'!14{'JP�CAST <br />no <br />124 <br />Sss <br />ne! <br />4lm <br />e6m <br />U'N <br />M10 <br />13'-4' (160-PRECAST <br />4MS <br />a0l <br />w <br />WS <br />4X <br />,rm <br />,am <br />IH <br />ma <br />14'-0-068.)PRECAST <br />Se4 <br />4 <br />4 e1 <br />1n <br />sm <br />B <br />IBI <br />n34 <br />14'-8- M61) PFEST! <br />]4• <br />399 <br />DM <br />N3 <br />12 <br />19'-4' (184') P>ffallE <br />n4 <br />2 <br />3B <br />3rD <br />w <br />911 <br />W <br />Il'•4' (208'2'IaEeTm1 <br />IBl <br />26'J <br />NI <br />b <br />A6 <br />19'•4'(292•)I•I'EDTI! <br />-2 <br />SN <br />239 <br />,4m <br />Ml <br />SIl <br />nll <br />64 <br />HV <br />141 <br />us <br />»3 <br />4M <br />un <br />21'-4' l756'f1oESTx <br />wx <br />W <br />2m4 <br />a3] <br />Set <br />SV <br />Sv <br />931 <br />Tll <br />22'-0'(26{•,T1ffDTR <br />l3l <br />L91 <br />B'i <br />n! <br />2s9 <br />See <br />9A <br />am <br />462 <br />M <br />74'-taY788')PlmesTE <br />� <br />Q4 <br />� <br />», <br />39 <br />4 <br />49] <br />Al <br />N1 <br />aA <br />*-114- <br />SAFE LOAD - POUNDS PE q LINEAR FOOT <br />TTPE <br />LENGTH <br />B1016 <br />urea <br />4'-4' (52-) PRECAST <br />M119 lSaB 92M 4l49 a4T1 64U Abl <br />1b35 <br />mm 9•s! 52N NM amour 9nD men <br />4'-6' (S4•) PRECAST <br />ass <br />Bsb lOr3 ]s3I 9s6D 4s16 Bet4 bees <br />nDa Ns9 D106 amrm 9ns mev <br />5'-8' [BB')PRECABT <br />s20 RIm nm 22T1 Iese 94m2 ssN <br />Nb <br />Xl T4q 4N1 .sae 1M1 vn <br />5'-10-(10-)PRECAST <br />pp <br />Ns lies Immm Q4 2•4D 9I14 slam <br />Ina Tl12 1T4T 66 n <br />6'-8' (80')PRECAST <br />l9l <br />9d Dm4a T111 •JI/p <br />s01 ID2B em4e l% DnD <br />l'-6' (90')PRECA$T <br />669 <br />1 19 �� 24 T a143 V!9 N29 <br />'195 H90 a4DB TNr a143 <br />9'-8' (1161) PRECAST <br />47 <br />4N see tar 2293 sm 4mv sus <br />D26 sB! Ur► TMs sQD IB0 eD`J <br />*WV41101110 <br />SAFE LOAD- POUNDS PER LINEAR FOOT <br />iYFE <br />LENGTH <br />4'-4' (52') PRECAST <br />aaa rt <br />s�R <br />aRwn <br />eRn-n <br />INS <br />.Im.f-rt <br />Ua2 <br />awls <br />aRrTr <br />3aN <br />aam-Tr <br />sw <br />awn.-Trea3a <br />440 <br />sum <br />Sure <br />1N8 <br />2l62 <br />30N <br />!AI <br />4445 <br />DHm <br />4'-b' !94') PRECAST <br />N1 <br />m:mf <br />2n2 <br />2Bls <br />saml <br />4as <br />ssu <br />Nl <br />aam <br />JYTJ <br />J'4!s <br />9rml <br />Nl5 <br />4DI! <br />B'-8' (68') PRECAST <br />A <br />Q.s <br />w <br />2N• <br />MW <br />-1 <br />am <br />069 <br />Ilml <br />=6 <br />11D4 <br />1362 <br />!MI <br />9'-10'(l0'1 PRECAST <br />sae <br />nos <br />2Xa <br />vu <br />32 <br />nss <br />bBe <br />Qss <br />R46 <br />22es <br />nl3 <br />SRN <br />21e9 <br />6'-8•(DW)PRECAST <br />51m <br />sJs:•: <br />D9m <br />24 <br />» <br />elm <br />ma0 <br />;w <br />400 <br />242a <br />Ie-ID <br />s.lB <br />T-6' (90')PRECAST <br />90• <br />14T <br />tW4 <br />M <br />TW <br />2eb1a. <br />9p <br />B9D <br />Q64 <br />n•9 <br />TIN <br />1861 <br />Je4a <br />V-S' (1169 PRECAST <br />Me <br />Q22 <br />a <br />3Y <br />Sam <br />mV <br />mr <br />]ld <br />]0M <br />2lsl <br />MATERIALS <br />I. rc B' pr.ra.t Imt'1 • 4mmm pal <br />2. re p- sad 11-1 . 6mii� pal <br />3. &M per ABM C416 rg 9009 <br />pal m/ wazemm 3/B Nk:h <br />ggr.get. I B to II Isloop <br />4. Ccll Me.ony Unftlt. [CHIT) pa <br />ABM c905 m wnnuimmn n.t a.e <br />Bmm l <br />6. Z pr Asm n AST( <br />6. Prrtrr.ing Wand pa A9M 4416 <br />grade nm low ralaz t <br />1. fiwter pa ABM c210 type n w s <br />L-2 L-2 <br />L-3 <br />(2) 3052-51-I <br />l2) 3052-6I.1 EGRESS <br />:*I <br />EG�SS <br />L- i <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 GRATER CAPACITY THAN THE VALUES STATED <br />4^ZT-44911111T4 LINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />I1'-4' <br />SF28-I5/IT <br />L 2 <br />'I'-6' <br />8FI6-IBAT <br />L 3 <br />12'-0' <br />8FI6-I15/IT <br />L 4 <br />1'-4- <br />BF16-11BAT <br />L 5 <br />1'-6' <br />SF24-115AT <br />L 6 <br />4'-6' <br />SF16-05M <br />L -7 <br />1 4'-6' <br />1 SFB-IBAT <br />ASV. DOOR ASSEMBLY, BTM. ® V-0 <br />GENERAL NOTES a Barr lead rat ba.W on rational tlasl la SAFE LOAD TABLE NOTES 43 R99.A AT TOP <br />1. f4-v Nil mortar bad and head Jolrm.. ens Far 1n•50Dpei 1. All valor ba-1 an minimum 4 In h 1. For TYF'E DESIGNATION nIN fl) READ <br />A0 3m end AC 530 cwputta INtal hrlgMla net .Ylouat -I/1' CLEAR <br />2i2. SYlor. flll.d Iinl.l. a. re �uhsd. Im. Thr oKlsI- wrf- of 11M 6 W W Ibd N mct>Iw conartr W I brednngg wr fr bad hon nrzt T helgFA Mnun. F .FILLED Ull]N 41KM / U • 11FLLLED <br />DWelbtlen e112nu1 oust eeelply with Ur erWtacWel .0 -11. "it Yaw a coat of .tutu ilad M accwdarlu Ezc'pum: Befm ludo fa Innllad lamle nwt 8. For IMsu IrrlgU• not sheen, us. We load <br />eery b9 aPP BEE 6a LATERAL LDAD <br />and/a .Wclural deamrts. with ABM C-296 or oUwr ad coati be ra>duc'd by 2mL If b.erzg Irgth le non next I t usgth Noun a11NITRY Q 7 fEBAR AT <br />aFFr� •5 TABLES FOR LOAD RATING <br />4. U-LMI.Ib err merwfectu•sd with 5 IQ' bog notcYw at IL Llntale load'd Nmuaansor with vantlul ( I IMa then 6 In NId1r. 9. All ears bade In units of pounds pr Iinrar 4 CJ'ILL <br />ly grev ty or FOR EACH ADDITIONAL PATTCn OF LINTEL CAVITY dd the ands to eccomadat' vaKlul cell rehyacing end grouteg. yalin).14 honxonbl ([.-.)lead. should tar ehaduW REWF,0RCW CM FULL. 3. NA .Nat Rat" root <br />5. Retest. the CAST-gG£TE Load D.fl.clton c aph brodve Iw Un <.onl2Nled bedbg Wth Um fellaung .cluetlon: COIIR.eE 3. 8ah bade err ayaalnpo.ed .thus be W. m. All -fa loeda W-1 an .le piq aippartrd n <br />for IeIIN a.rleetlon IMerMllon. 4. B.Ia batle b. grads 4m « grad' 6m span SF I �O -1 <br />6. Bottom fl.m adc rebar to be b -I at U bottom flab rl2er. IL The r..lba b U•e the pararah'.b O � GRamf <br />oft llrltal uvn . gppn.e venleal bad• M2elletl heriaernel lead /2' CLR TYP S. <br />•1 saber r b' .W.11tutad for tmo Intllutr Ul' aductlon for dr 40 <br />y 5 Im y paurit r gra <br />1. l/32' tliam.aa .Ir..11nupa are welded to nm Sr.aValloel loed Safe hQHZe l bad 9 reMn b B' Totten only fl.ld edd.d saber. aUANtITY OF 9 CF L�INTCL CAN��p <br />Bolton .lwl far matllenlul arld xaga Q. AddltluMl utaal load capacity un ba (2) S REBAR 6. TYr drigrwr nay ova .. eoneanNated Ezanpl. T'-6' Ilnlel type 32-8 .ef. L RIx.aR AT TOP S <br />S. Case-Nl-pbea ealu'te may ba pravltl.d M appglW IHzrl dxam'd by the drlgla by prwming ad -I rana'orc.d GR4m w c~ load. hen tTl. r e mad tabi- try r-'ty load . 64121 w/ Fiw NCHYLIL 1EIG4r Boman REIfFo ft <br />In 114w or carr.0 maaerny alit•. eorlcrels m..orry above the IMlal. 9" dsull at right. ulWlatlrlg tM mezm.m rrialblg monrlt rduetlon*6412 (26). 5501 plr I. 1-era•ACIUAL FRONDED aJ LN41E1. <br />and eMar dt d- ham fdu of NOI'1NAL'WDT'l a' (VARIES) <br />A R C H I T E C T! <br />6 <br />Design <br />GrouF a. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.a6dBE gngroup.com <br />AA #: 0003325 df <br />W <br />y <br />V <br />y <br />O <br />C] <br />y <br />O <br />SUDDIV at LOT <br />SILVERADO <br />LOT #22 <br />BLK #1 <br />P1tOJECT# <br />04128.000-22001 <br />�[ODEIs <br />4EAB <br />"1672-ARIA" <br />GARAGE 81rMG: <br />RIGHT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />ARCF6iECT: <br />STATE OF FLORDA <br />� J 11/3/16 <br />SCALE: 1/4"=1'-0" <br />SiI81ET <br />1� <br />