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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />een I I-, la1Tn e <br />CMe�wEw <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />eUe <br />aFe- <br />aw-e <br />- <br />ew-c <br />rb-e <br />m- <br />- <br />4• <br />x- <br />•e <br />2'-10'(34') PRECAST <br />2231 <br />9 <br />lm69 <br />46m5 <br />6119 <br />611! <br />1541 <br />l5/l <br />4 <br />e311 <br />Im <br />10J5a <br />3809 <br />3'-b-(42•)PRECAST <br />2231 <br />9eb5 <br />9ma5 <br />11t <br />flame <br />5b9 <br />In <br />1.1 <br />1541 <br />6914 <br />•J5m2 <br />10994 <br />ImW <br />Bm9 <br />4'-0• (48•) PRECAST <br />1066 <br />2r81 <br />26 <br />2151 <br />N05 <br />]e3m <br />6119 <br />ae9m <br />15a1 <br />5961 <br />e514 <br />tml4 <br />lm__. <br />elms <br />4'-6' (54•) PRECAST <br />ISSS <br />' <br />tun <br />2m <br />uts <br />2591 <br />sin <br />9-Ss <br />l5n <br />45L <br />uv <br />5400 <br />Im2Tt <br />t]T4 <br />Ib09 <br />S'-4' (64')PRECAST <br />12I1' <br />la3a <br />199! <br />x5a0 <br />3rs9 <br />36ab <br />42H <br />IK9 <br />]030 <br />e9H <br />l54 <br />1 <br />Bll3 <br />51-10'(l0•)PRECAST <br />1062 <br />Yp <br />In. <br />K31 <br />2090 <br />»19 <br />3mm9 <br />311m <br />1451 <br />%22 <br />43a0 <br />1 <br />1W <br />6! <br />6'-6'(18')PRECAST <br />rs <br />Inl <br />!0!I <br />Simi <br />4969 <br />1 <br />gmg <br />rs%95 <br />2m <br />94am <br />931 <br />e3am <br />l'-6' (90')PRECAST <br />143 <br />Iql <br />n35 <br />M!i <br />2]m! <br />Lb <br />911 <br />96H <br />W, <br />lift <br />2661 <br />Se3e <br />56e1 <br />8Nl <br />64 <br />5'-4' (112') PRECAST <br />554 <br />e99 <br />152 <br />1160 <br />W5 <br />K» <br />b43 <br />]%4 <br />]%4 <br />91N <br />91a6 <br />tale <br />4 <br />ssm2 <br />l0'-b Y12b')PWCAST <br />415 <br />5» <br />a!o <br />rsn <br />toss <br />]m <br />2K9 <br />»% <br />a19 <br />1092 <br />B9 <br />2019 <br />2lsl <br />%i3 <br />lei <br />11'-4' (136•)PRECAST <br />362 <br />5f3 <br />5N <br />Sl <br />sA, <br />24, <br />12t <br />Immb <br />Sez <br />9u <br />f3a6 <br />boa <br />2Q!, <br />gat <br />4mma <br />12'-O'1144'/PRECAST <br />331 <br />'� <br />et! <br />a5i <br />KM <br />]53 <br />]em5 <br />9!5] <br />940 <br />SV <br />rsZ4 <br />Kb,t <br />iB9 <br />ze06 <br />-1 <br />131-4' 1160•.PRECAST <br />256 <br />`11 <br />11 <br />15! <br />1e5 <br />1m15 <br />10TS <br />uxe <br />11]D <br />bm <br />]sK <br />»K <br />]ae9 <br />2ee9 <br />14'-0'(l6S')PRECAST <br />215 <br />l06 <br />n2a <br />IM1 <br />]al <br />263m <br />112 <br />t06 <br />ill <br />1002 <br />B36 <br />K9l <br />2a1 <br />I630 <br />la'-H'(116')rlRe <br />NA, <br />rw <br />Ne <br />N2 <br />NR <br />4x <br />tes <br />Him <br />15m2 <br />vu <br />»n <br />21a <br />15'-4'(184'J PRE6TR5 <br />NR <br />1a¢ <br />N• <br />w <br />taC <br />N@ <br />Ors <br />Tim <br />ItSm <br />n33 <br />2m5e <br />23]0 <br />2SS <br />Il'-4' (208'JI°1�a,tRe <br />NR <br />Ne <br />He <br />NR <br />raF <br />raF <br />NR <br />NR <br />9mm <br />s% <br />95m <br />1326 <br />uem9 <br />W9 <br />]mat <br />19'-4'(331')I'1Ra <br />NR <br />1st <br />NR <br />NR <br />r]Ha <br />4b <br />l50 <br />I031 <br />ne] <br />BD <br />nK <br />21'-4' (256')PIReT - <br />N1- <br />w <br />w <br />roe <br />w <br />w <br />rm <br />340 <br />ll <br />645 <br />nR <br />I»9 <br />lase <br />2Y-0Y264')'IR6TM - <br />NR <br />roe <br />NR <br />He <br />ra¢ <br />a¢ <br />NR <br />NR <br />KS <br />3H <br />950 <br />1e4 <br />Me41 <br />rs89 <br />a9! <br />24'-OT288')1°IaenReee <br />NR <br />x!a <br />NR <br />NI! <br />roe <br />NR <br />ra2 <br />rat <br />a9 <br />3em <br />45m <br />r34 <br />s6a <br />Im9] <br />av <br />SAFF UPI IFT I. nAM FOR R" PRFCART A PRFRTRFSSFn w twFI S <br />`I n-*Wft <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />LFO-R <br />Na-n <br />eFK-R <br />Ill <br />i 4-R <br />i -n <br />aF92-IT <br />WS-)T <br />ra-2T <br />aFK-3T <br />-2 <br />4-2T <br />a -2T <br />eF92-2T <br />3'-6' (42') PRECAST <br />B69 <br />%% <br />3524 <br />4__. <br />5]63 <br />6n2 <br />1m01 <br />B69 <br />59 <br />952a <br />1- <br />6n3 <br />1m01 <br />4'-O' (4H') PRECAST <br />L%9 <br />]3m9 <br />imam <br />9ar3 <br />lm <br />59» <br />ss19 <br />n69 <br />]9m9 <br />9mam <br />9d9 <br />Nl0 <br />99» <br />6m'I! <br />4'-6• (54') PRECAST <br />Q 1 <br />2~ <br />2 101 <br />331ri <br />1049 <br />4111 <br />5315 <br />ppl <br />- <br />2,01 <br />33 <br />9 <br />1111 <br />5315 <br />5'-4' (64') PRECAST <br />MK <br />nB <br />vta <br />2- <br />3399 <br />3.61 <br />-22 <br />aK <br />ItB <br />]2L <br />]e% <br />3999 <br />-1 <br />-2 <br />PP4EG45i <br />909 <br />3 <br />9 <br />% <br />b9 <br />9 <br />, <br />21 <br />910'1 <br />%zm <br />1b9 <br />PRECAST <br />a5S <br />z <br />] <br />l2sl <br />!1rs <br />Still <br />R01 <br />D29 <br />2150 <br />sla <br />T-&' (SO')PRECAST <br />12t <br />Ieb <br />K] <br />S0] <br />11] <br />] <br />92 <br />12l <br />2 1 <br />K31 <br />3 <br />34 b <br />2.1 <br />S'-4' (112') PRECAST <br />51 <br />eb2 <br />bA3 <br />bb9 <br />2-1 <br />m <br />10'-6'(12W)PRECAST <br />53m <br />5l <br />9K <br />Ibe <br />Na <br />n <br />2011 <br />5 <br />699 <br />N12 <br />F.I.2 <br />234a <br />(136')PRECAST <br />114 <br />of <br />al <br />BB <br />M9 <br />49. <br />iml <br />ov, <br />1.3 <br />198.: <br />2b1 <br />12'-0'(144')PRECAST <br />- <br />124 <br />9% <br />IB9 <br />- <br />m <br />13'-4' (l60'.PRECAST <br />4K <br />601, <br />n19 <br />52! <br />42S <br />,bm <br />,em <br />e99 <br />K5 <br />- <br />I4'-O'(1690PRECAST <br />3a4 <br />9% <br />24 <br />rs <br />41m <br />4» <br />,n <br />I4Ks <br />Be] <br />14'-H'(11 6')PIR9reE50E <br />39 <br />] <br />991 <br />1% <br />-3 <br />612 <br />5 <br />w <br />91► <br />so- <br />inl <br />n94 <br />r STnew <br />U,l <br />230 <br />9n <br />%e <br />6K <br />6]1 <br />a <br />11 <br />146 <br />K6 <br />I1'-4' l208']'1ReT1EaeE <br />bl <br />FY <br />2.1 <br />3m6 <br />Se6 <br />521 <br />140 <br />6 <br />all <br />- <br />wmj <br />IS'-4'(232')PPESTR <br />Kz <br />32! <br />3b <br />-1 <br />5'n <br />1. <br />21'-4• (2%'.PRES1RE86E <br />IN <br />R2 <br />112 <br />263 <br />2B <br />a» <br />Wn <br />3V <br />OM <br />993 <br />- <br />Se <br />22'-O'(264')PRESTIR <br />l <br />bl <br />l <br />]2 <br />33e <br />9l9 <br />bb <br />1221 <br />] <br />ee <br />a <br />59! <br />34'-OY <br />rs1 <br />R4 <br />'39 <br />9 <br />202 <br />2.1 <br />315 <br />!43 <br />•b! <br />4K <br />49T <br />l9l <br />%1 <br />ela <br />Cover-�s•n <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />•- <br />w•- - - - <br />al•K <br />aws- sane- <br />.aw-b ae►b elan- •eta- m- <br />4'-4' (52') PRECAST <br />b95J�n <br />%e4319e49! <br />i95 <br />1%l <br />S] KYJ e060 5119 Ime994'-6'(54') <br />PRECAST995'-S' <br />(bS')PRECAST <br />nK ]2T, i899 9 9•u664N9911 <br />5'-I0-00-)PRECAST <br />yin5aIbmo2a1 <br />xa19 9n't3i22126'-H'(OV)PRECAST <br />l9l25» <br />$w ll 196 S',"l'-6•!90'JFRECA9Tt905143 <br />9m4p <br />v39 -21 <br />1 <br />B6eT]53 9a5 4m51 111653 <br />Bbe ]26' 31a9 4150 5e1 <br />CI•ebGMle <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTieE <br />LENGTN <br />. ea <br />4'-4' (52') PRECAST <br />Sol <br />Kber <br />2%2 <br />9m56T <br />3M10 <br />-S <br />!l- <br />9m5 <br />ASS <br />z 2 <br />l05a <br />911 <br />-6 <br />SAdt <br />4'-b' [54') PRECAST <br />eat <br />1601 <br />2M <br />]539 <br />9001 <br />4215 <br />4919 <br />SS, <br />bM <br />]]v <br />2999 <br />3601 <br />415 <br />19t3 <br />5'-H' [68')PRECAST <br />ass <br />-1 <br />292a <br />- <br />!9e <br />6TJ <br />rsb9 <br />,91 <br />2926 <br />2H9a <br />39N <br />98q <br />5'-10'(10') PRECAST <br />i85 <br />uDl <br />nsb <br />2M <br />-11 <br />ties <br />655 <br />O93 <br />n4{ <br />I29•J <br />2T3 <br />32H4 <br />31Y3 <br />6'-S' [BO')FREC49T <br />slm <br />9»,.. <br />D3m <br />] <br />m <br />Stm <br />10e0 <br />D9m <br />MY0 <br />34» <br />2819 <br />9l29 <br />1'-b' (Sm'J PRECAST° <br />42 <br />I%1 <br />n <br />zK <br />296, <br />9m6 <br />e9B <br />I%1 <br />n69 <br />]Kb <br />2S61 <br />]56B <br />9'-S' (IIb') PRECAST <br />355 <br />Ib8SA. <br />rsv <br />] <br />9'dD <br />- <br />av <br />t!N <br />I - <br />mill <br />2l.91 <br />L- 5 <br />3052-SH <br />O <br />0 <br />BEDROOM #2 <br />8'-8' CLG. <br />I I i STOR; <br />I SLOE � <br />CLG. <br />GARAGE <br />8'-8' CLG. <br />L- 3 <br />(2) 3052-SH <br />PATIO <br />L- 4 <br />6068 SfsD. <br />ROOM ROOM <br />CLG. 8'-8' CLG. <br />II I <br />II I <br />II <br />it <br />II • 1 <br />it I <br />I _ <br />I <br />KITCHEN <br />8'-W CLG. I <br />PAN. <br />I I CLG. <br />�I I <br />I <br />I <br />I <br />1 <br />I <br />I <br />FLEX <br />FOYER i a-s cLG. <br />I <br />1 <br />I <br />1 <br />(2) 3052-SH <br />36'X10' TRANS. <br />L- 3 <br />-------1-�0�--0---- O I L-7 <br />L- 2 <br />- - - - J <br />D <br />PORCH <br />8'-8' CLG. <br />L- 6 <br />LINTEL SCHEDULE <br />NOTE: THE LINTELS MAY BE SUBSTITUTED WITH <br />LINTELS FROM ANOTHER MANUFACTURER AS <br />LONG: AS THE LINTELS ARE OF EQUIVALENT OR <br />CsREATER CAPACITY THAN THE VALUES <br />STATED <br />CASRETEP LINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />]T-4' <br />8F28-I1BAT <br />L 2 <br />4'-6' <br />8F8-IB/IT <br />L 3 <br />1'-6' <br />BF16-I5/IT <br />L 4 <br />1'-W <br />BF24-I1BAT <br />L 5 <br />4'-6• <br />8FI6-0B/IT <br />L 6 <br />6'-6' <br />BFI6-115AT <br />L'I <br />5'-10' <br />SF16-OISAT <br />L 8 <br />NOT USED <br />L e <br />NOT USED <br />MATERIALS <br />GENERAL NOTES <br />9 edf•oedr,tbbgqbe.edemreti«bldsgnewy.Kps <br />'n'ei00pe <br />SAFE LOAD TABLE NOTES <br />TYPE DESIGNATION <br />I. rc w premat Ilreel • 4o m pal <br />z. r' I I <br />Intel . <br />I. ProVlde full n«tar bed and head Jolaa. <br />Filled II la as r ulrad. <br />3. 8h«a MC <br />ACI 36 erd AU 530 <br />I. All vawe. ba.ed on nMimun 4 b h <br />romlwl beer l^9� <br />1. F« conppit• IMtel he1g1,U not ehoun, <br />ur a fe bed Ran raxt Tewar hel M 'boon. <br />a pro.tre.eed <br />g - pa <br />3. Gout 12o ASTM U16 rg 300m <br />psi •( abxhnun 3/H p1Ch <br />1 H Lo II R,cN elu'p <br />V <br />3. Inelalbaon oI Ihlal .tut e• N wllh the erdvte I <br />entl/« eVueturel docwnatte. <br />4. U-LMtel. ere merufeeturad with 5 112 b"9 rolclas at <br />" The ex14 it oT Ilr S Yrotellsd In exteN« <enoana <br />Ib .wII hew a feet f etu�^^ Iced M a�c«darra <br />""WY All ub Ingo app <br />wllh ASM C-Z96 « otMr ed aeaLl <br />pPa" n9 <br />Ezuptirn: Safe loads b te1S 1 Il0 1. must <br />SEE SAFE LATERAL LOAD be reduasal by Z0f If basratg Imlgtlt Is <br />TABLES FOR LOAD RATMG b.s then 6 I/2 Indrs. <br />9 <br />H. F« Ihtela IengtYla net elta•t we .efs leatl <br />Ron next b ', length shown <br />ass IMmer <br />9. All seta be is of <br />F . FILLED OTN GlsmUr 10 I• 11L D <br />dJAT';TY OF 9 ReBAR AT <br />� <br />E <br />'i <br />ggregate <br />4, Concrete Me.arry Unfits (O'Al) per <br />ABTM C90 w/mIMMm rot erect <br />Ur arch to eccomodete -1111 cell rehforc3lg and 9ra'tU'9. <br />5. Rerteres Um CAST-CRETE Lmd Derbctlon Graph bradwe <br />ly g ty « <br />II. Llntele IoaOsd aaultansow with VMleel ( I <br />upllfl) and horizenlel (lata elJ beds N,oub W dtedatl <br />T« the loading the following <br />FOR EAfJ-1 ADDITIONAL <br />REIIFOR.ED OMl PJLL <br />Z. NR .Not Rated <br />3. Sere loads ere sLF-I -sd allowable bads. <br />ponds per <br />fool <br />10. All sets loads based In'Imply "pP«tsd <br />BOTTOM OF LMTEL CAN- <br />ld <br />eompre.Nve .ir.ngth , 1300 p., <br />9. Reber per ASTM A6B grade 60 <br />T« 1-1 etsrlee- Krorbtbn <br />6. Bottom field added reber to be located at t bottom <br />eanbinetl wlih ecltbtlon: <br />CgpaSE <br />4. 6.1s 1-M -.ad m eyed. 40 « grade 60 <br />flaw rebar. <br />.pen <br />II. Tra ruN:•ar in the t parenawl. <br />8� 1'U - I B / I T <br />n <br />6. Prm- . nd AS11.1 A416 <br />per <br />bw robxetlen <br />Or the lintel melt . <br />y <br />d�elletl wrLlml bad li4wli iOrI I bed <br />5IID <br />/2' QR TYP <br />5. Ora x1 mbar me be .ub.11tuletl r« two <br />y <br />Irdlmtm the CeM rsduella+ r« eb AS <br />Per gra <br />� <br />gr de 210 <br />1. Mwter ASTM CZ10 M « 9 <br />P� type <br />1. 1/33' dlmater wl,. -'.P. are selded - tJw <br />bettam sisal f« a J,enloal anchors 9a <br />Safe wrtlml load Sore l-lmontal bad <br />I2. Addlt-I lateral bed mpecRy inn bs <br />(3) 5 FiBAR <br />5 rabaro b 8' IlMela Only <br />6. TYr des lusts concaruratsd <br />Igra'' nay eva <br />Held added rebar. <br />Ew b 1.- IIMeI t 8F3Z •IB sere <br />nP S1'e <br />I <br />L <br />-mT11Y OF 9 <br />RESAR AT TOP <br />L <br />3 <br />•I <br />• <br />H. Get-M-pb4 eonerats Hey W praVldsd N eeapOelta IIM61 <br />obulnsd by U,s daslgrlel b5 provltlmg addRlonel raMl«cad <br />GRAD « GR60 <br />bads Rom ihs .efe bed tebW by <br />gravity bad • 6412- w/ IS% <br />NOMNAL tFIGNi <br />In Ilea Of ea+v4aa •a.orry 1nu. <br />Oo�els ma.arxy above the IKtel. gee deV ll ri rlgM: <br />mlWlatirlg the nexm'a1 fMisting monex <br />and sheer et d-away Rom race or spport. <br />eductbn� 412 (09) • ---I plf <br />,,patN,eL WDTN <br />I '''',�• <br />A R C H I T E C T f <br />6 <br />GrDe I In <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdesigngrtwp.Lrom <br />AA S: 0003325 <br />w <br />h <br />V <br />O <br />4 <br />0 <br />F <br />O <br />W <br />la <br />SUSDIV. & LOT• <br />SILVERADO <br />LOT 3 <br />BLK 2 <br />Pno"=T* <br />04128.000-03002 <br />HODZIc <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) <br />ARCHITECT. - <br />STATE Cr- FLOM <br />2 01 <br />-9 IMMAR AT TOP <br />**MIN (U RE49 <br />11-Irz' 4Ea2 <br />V w I1ft p 9 723 `^ <br />DATIL. 10/21/16 <br />SCALE: 1 /4"=1' - 0" <br />G T <br />9 REISAR AT BOTTOM <br />OF LINTEL -TT <br />DOTTOM REIKORDRI( <br />PROVIDED M LINTEL <br />(vases) <br />ESI"�E1' <br />�1I <br />JIIIIL <br />