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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />Cwso-Cw•a• <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />tYPE <br />•Fe- <br />q- <br />- <br />]m- <br />- <br />LENGTH <br />tMlB <br />eFs-le <br />aQ.m <br />eFr-o <br />»- <br />a-c <br />m <br />-D <br />2'-10'(34') PRECAST <br />2231' <br />>069 <br />. <br />6I <br />IU <br />1941 <br />1541 <br />0l14 <br />B9l{ <br />m <br />10l9a <br />IyY9 <br />PRECAST <br />2251 <br />%D8 <br />9065 <br />al9 <br />Y05 <br />5D> <br />616 <br />6601 <br />1541 <br />6054 <br />aTl4 <br />530x <br />l0»4 <br />Iel51 <br />Hen <br />4'-0' (48') PRECAST <br />gbb <br />]%1 <br />x65! <br />flDl <br />ase5 <br />9e]e <br />b» <br />489D <br />t9{l <br />9961 <br />e9u <br />l0l4 <br />Io>5a <br />eml <br />nee5 <br />4'-6• (54') PRECAST <br />yyss <br />965 <br />]D9 <br />]a• <br />uT9 <br />xav <br />• <br />399 <br />1541 <br />u16 <br />e612 <br />54em <br />IOI31 <br />6224 <br />IDW <br />5'-4'!64')PF2EGA8T <br />pO <br />we <br />w!e <br />958 <br />]6]2PRECAST <br />y08 <br />Q% <br />2ntMl <br />94eD1'-6'(50')PRECA5T <br />1S'.4'elIV) <br />143 <br />.11 <br />121 <br />2-1 <br />PRECAST <br />55A <br />• <br />I60 <br />D2910'-bY126')PRECA9T <br />4156!•1.52 <br />D» <br />21• <br />%4 <br />4154. <br />11'-4• (136•)PREGAST <br />362 <br />5a2 <br />SO <br />Deb <br />D46 <br />2421 <br />!n1 <br />4a06 <br />9e] <br />>u <br />I%b <br />DK <br />2.1 <br />9Ql <br />aaM.b <br />12'-0'(144•)PRECA5T <br />331 <br />9aG <br />5a0 <br />et! <br />Dv <br />CS•1 <br />m4 <br />168a1 <br />16e1 <br />29! <br />x99 <br />Se05 <br />]e•! <br />9592 <br />»e2 <br />13'-4'(160'PRECAST <br />256 <br />411 <br />411 <br />15D <br />T» <br />1C15 <br />1p19 <br />Ism <br />142e <br />D% <br />b% <br />2!D <br />2- <br />2ee9 <br />26A> <br />14'-0'(l6S•)PF ECAST <br />219 <br />41 <br />t•6 <br />Im•2 <br />1926 <br />1651 <br />2n1 <br />Ms• <br />442 <br />l•6 <br />100,2 <br />Ui6 <br />D9t <br />]q1 <br />]bD0 <br />14'-6•(ilb•)- <br />NR <br />w <br />NR <br />ae <br />a6 <br />4>e <br />W <br />010 <br />90] <br />22. <br />rin <br />]lQ <br />I5'-4'(184') F,eE6lFE <br />N.R.N. <br />NR <br />NR <br />lax <br />NR <br />NR <br />w <br />Q <br />1. <br />Q9m <br />MI <br />20% <br />2>2o <br />riD <br />O'-d' (208'Jf•Fa]el•>E <br />NR <br />tR <br />IR <br />NR <br />w <br />NR <br />Ne <br />r✓R <br />90e <br />5% <br />59m <br />1i26 <br />t6.9 <br />w5 <br />x•4l <br />IS'-4'(232')Fra:s <br />N.R. <br />Ne <br />N! <br />NR <br />eIR <br />NR <br />2» <br />4D <br />l9• <br />te3l <br />lri2 <br />DD <br />IlD <br />21'-4' (256'/Fte:aT+az <br />NR <br />rat <br />Nt <br />Na <br />NR <br />see <br />w <br />Ne <br />Dm <br />!4• <br />58e <br />eu <br />see <br />t46s <br />JJ'•0YJ64')F'•ESTraE <br />NR <br />'» <br />rat <br />rR <br />NR <br />Ne <br />w <br />169 <br />96 <br />990 <br />V•I <br />mal <br />�e <br />U9! <br />24'-0T289'J Frs:e <br />NR <br />Q5 <br />rio <br />.5m <br />69+ <br />ms <br />mat <br />Q]2 <br />SAFF UPI IFT LOADS FOR A" PRECAST A PRFSTRFS.SFD Il-1 INTFI S <br />CAf7-CMm <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTIeE <br />LENGTH <br />3'-b' (42'7 PRECAST <br />VS -IT <br />mQ-R <br />.-T <br />SW2 tt- t <br />. -IT <br />Me-rc <br />eF!].R <br />MS-2T <br />D69 <br />M*-2T <br />%» <br />NW-]T <br />»24 <br />F20-2 <br />4191 <br />Fx4-2T <br />1263 <br />III -xT <br />619] <br />eF>2-2T <br />1G01 <br />1969 <br />%» <br />-4 <br />4394 <br />-1 <br />61. <br />1061 <br />4'-C' (48') PRECAST <br />569 <br />x3.9 <br />3eb0 <br />9e6 <br />4910 <br />99]9 <br />6015 <br />--1- <br />2>M <br />!•60 <br />38B <br />4910 <br />53ri <br />bOl! <br />4'-6' (54') PRECAST <br />1- <br />2~21•l <br />> 5 <br />4w9 <br />­1 <br />99M <br />QOt <br />] <br />lI <br />l0' <br />»79 <br />4043 <br />4lll <br />5916 <br />9'-4' (64') PRECAST <br />10Y <br />nD <br />]]lbr <br />xe% <br />9999 <br />9961 <br />H>7 <br />IOW <br />tI <br />]]M <br />xe» <br />3999 <br />9561 <br />N)] <br />5'-10'!TO'1 PRECAST <br />D• <br />].6 <br />4 s <br />Sri <br />D61 <br />2~ <br />1--- <br />3ml <br />20 <br />403 <br />61-6'(18') PRECAST <br />e% <br />23x5 <br />] <br />MS. <br />!1Q <br />e <br />1401 <br />- <br />23]5 <br />2'N• <br />121. <br />1Q <br />T'-6' (9O')PRECAST <br />1n <br />2426 <br />262 <br />2 <br />12' <br />n24 <br />4 <br />b <br />2426 <br />2821 <br />x <br />S'-4' (112') PRECAST <br />11 <br />Hl <br />D <br />]Bam <br />951 <br />M <br />DD <br />D41 <br />96! <br />1264 <br />2619 <br />10'-6'(126')PRECAST <br />990 <br />51 <br />5D <br />IDe <br />"6 <br />I1!6 <br />2011 <br />i <br />Ilem <br />14V <br />n69 <br />II'-4' (136')PRECAST <br />�9• <br />l4 <br />0.1 <br />ttt <br />DU <br />IV3 <br />aye <br />b•l <br />PV <br />.. <br />19Dw <br />2D1 <br />12'-O'(144') PRECAST <br />41• <br />V4 <br />9% <br />163 <br />L'4 <br />Deg <br />41• <br />95• <br />t3ot <br />13'-a' (160'.PRECA9T <br />ue <br />•� <br />11u, <br />m9 <br />428 <br />K0 <br />169 <br />M <br />169 <br />t%l <br />14'-0'(l&0')PRECAST <br />Sea <br />»D <br />124 <br />m <br />4m <br />4ri <br />to <br />1069 <br />Del <br />Dot <br />14'-B' (li6') FYfEBTIa? <br />299 <br />246 <br />S34 <br />395 <br />663 <br />612 <br />Sri <br />I <br />9 <br />DD <br />lUl <br />1134 <br />FI STIIE <br />234 <br />ri• <br />>I! <br />% <br />6w <br />62t <br />U <br />Q <br />911 <br />I <br />D <br />IT-4' (206'2n•EBTp - <br />bl <br />]6 <br />521 <br />l% <br />Bl <br />19'•4'(232•)FRE6TaE <br />9amteftb14• <br />162 <br />iri <br />M1 <br />541 <br />nv <br />64 <br />u1 <br />141 <br />21'-4' (256'TI2EBieE <br />M6 <br />Itl <br />W <br />2.! <br />]!] <br />ua <br />IL, <br />b]S <br />!Y! <br />59l <br />a41 <br />VI <br />m1 <br />22'-O'(264'1PREe <br />U1 <br />D1 <br />2e9 <br />31! <br />M2 <br />b <br />Dl <br />]M <br />24'-0Y2�'/Fr�BTIE <br />Q4 <br />e4 <br />Y9 <br />gel <br />>9 <br />9tl <br />46s <br />4D <br />49T <br />151 <br />96l <br />ex <br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />CarfeCwn'• <br />SAFE LOAD -POUNW�LINE�A'RNEAR FOOT <br />m- <br />sere-e e1e+e-D enma.D 2-D •1e2e- as4'-4' <br />(52.) PRECAST <br />n49 !!Ya 3t80 ]I 6493 l%lle•J <br />D% <br />%95 53.6• 84» 1ee994'-6'(54') <br />PRECAST <br />1a94 <br />�• 90b> xem 9na 65a4nx <br />%!! 9x•bn 54M ter5>5'.8' <br />(68') PRECAST <br />''� i to nD 9 9566%l <br />er•e <br />T4M 4961 lYl vpPRECAST <br />010 <br />t69! WOO! vu 310099 <br />T ]>I2 4x42 <br />b'•8•(80')PRECAST <br />l9l <br />9lb D16 >� 50ae ll4l 944e l%• <br />8.1 Dri !n0 50b 19D 9115 <br />T-6' (W-)PRECAST <br />1» M90 2459 9116 9143 V3! %]9 <br />N5 <br />l% 145• 21. 3116 9149 <br />8'-8' (116') PRECAST <br />411 <br />Kb 555 588 2ri9 9n9 4091 9W <br />!26 995 DbD 2299 9n9 4D• 9a4 <br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <br />CADeCMlD <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />(52') PRECASI%e]%2 <br />i <br />INe4'-4' <br />3056 <br />3%1 <br />4 10 <br />5t10 <br />4'•b' (54') PRECASli•arm4(66') <br />PI�CASQ69 <br />f91 <br />3316 <br />33D] <br />9911 <br />TH! <br />1265 <br />n5l <br />2326 <br />265a <br />930] <br />»aPRECASam <br />n46 <br />2]99 <br />2113 <br />3] <br />2195 <br />Q»2299 <br />21v <br />3rirb'•8•[BC')PRECAS12e,., <br />IS-. <br />242 <br />2619 <br />892 <br />Kf0 <br />D30 <br />19e0 <br />24ri <br />26" <br />9>ri1'-6'(50•)PRECAE <br />14Rv <br />-1 <br />n6 <br />2 <br />- <br />e96-1 <br />nb9 <br />2b6 <br />2%l5'-8' <br />(Ilb') PRECAS <br />nv <br />2 <br />a6• <br />IOV <br />Dee <br />- <br />I20D <br />2»l <br />PATIO <br />-_---- <br />(2) 3052-SH (2) 3052-SH <br />6068 SGD. <br />L- 4 <br />i <br />DINING <br />ROOM <br />OWNER'S <br />LIVIING <br />SUITE <br />OWNER'S S <br />-- BW.I.0 BATH <br />8CG <br />UAN <br />. <br />I I <br />iG. I <br />SLOPED <br />CLG <br />I <br />I 0 <br />FLEX I <br />I <br />FOYER GARAGE <br />CLG. <br />(2) 3052-SH <br />O <br />I a <br />LL-m- <br />_aPORCH <br />36X 10' L-2 <br />TRANS. <br />---------------- <br />------ <br />I <br />L- 8 <br />L-1 O <br />16' - 0' X 1' - 0' O.I-I. D. <br />-------------------- <br />L-1 <br />LINTEL SCHEDULE <br />NOTE: THE LINTELS MAY BE SUBSTITUTED <br />WITH LINTELS FROM ANOTHER MANUFACTURER <br />AS LONG AS THE LINTELS ARE OF EQUIVALENT <br />OR GREATER CAPACITY THAN THE VALUES STATED <br />4^Tr_4^vW LINTEL SCHEDULE <br />LINTEL <br />NO. <br />TYPE <br />COMMENTS <br />L I <br />8F28.113AT <br />L 2 <br />04--l' <br />8F8-IB/ITV' <br />DOOR A55EME.Cr- <br />L 3 <br />B/ITL <br />4EF24-IB/IT <br />#0-IB/IT <br />8FI2-IB/IT <br />A R C N I T E C T S <br />6 <br />Design <br />Group..... <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX- 407-7744078 <br />www.a bdesigngroup.com <br />AA #: 0003325 <br />F <br />m <br />y <br />O <br />Cam. <br />F <br />0 <br />a <br />aUDDIV at LOT <br />SILVERADO <br />LOT 10 <br />BLK 1 <br />P1iOJECT# <br />04128.000-10001 <br />i[ODE71 <br />4EJB <br />"2807- ELLE" <br />GARAGE SIVMG: <br />RIGHT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) <br />ARCHITECT: <br />STATE Cr- FLONDA <br />MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES 9 R£DAR AT 1CP <br />I, M 6• RI Intel . 400C I I. GENERAL <br />R L bed erld road ,lo9d,. S. bare wed ratma based an retlonel design anely.i. Par TYPE DESIGNATION Hat (u rzEofl AR NO 93723 <br />P Pe ACI 318 1-1 ACI 53C n•DOCp°1 I. All values besetl on nmhnn { Nkll 1. For .o•yaoelte IInNI Ilel¢M1e rol ebun. I-Ut• CLEAR <br />2. Cc preeVeesed ISdel • 6000 pal 2. 911ae M1lbd INtels ae raquked. m. i]Ie extaler eerreu o1 ll,deb I-Ie In exla(or ccrrete nominal basing. use fe load hon next rolght etwun. <br />3. Grout par ASTn C416 rg . 3000 3. itw.1tilt, Of IIntN Hoer eoeply alUl the erd411Cturdl omy Iwlle Nall have d ccetl f •Lucv :lad In accw _ Ezuptlon: Safe load• for unrifled Imlel• noel e. For 11nte1e i"n rot ehoun, use sere load F . FILLED 01 G1gJUT / U • I-ILLED <br />I m/ nezlmun 3/8 Rtch erld/or structural tloeulade. O epp SEE SAFE LATERAL LOAD be reduced 70'A If beer eh 1• non next t tit ehomn PRINT <br />Ps w�Illl A91i-I C-2S6 a oUna approved euting. TABLES FOR Law RAnnG 1A9 •"8 (SIANTrcY OF 9 ReeA2e AT 1 O 21 16 <br />aggregate 4 8 to II m h slwp 4. to _die era narufectved mllh 9 I/7' long rotchee et II. Lintels leaded slmultenadul Ith vrlleel ( evl lees Unn 6 I/J M1icMe. 4 Ail eefe be m ,Hite or poles. pw linear ppTTCM OF LMTEL GAVI,1. t� � cnu DATE: <br />y e gr U2 or FOR EACH ADDITIOIJAL <br />4. Controls Meeorry Unite (CMU) Pa Um aide b accamodets vaticel cell remforclrig and grouling. upll/tl antl hgrizontel (IataeU loads a ld be deeded �UFORCED GI'Wl BILL 2. N12 • Not Rated rest JJ <br />ASTM C50 nAnlnlmum reel arse 9. Rol,_ Vie C48T-CRETE LOed Deflection Graph broeture far tro combined leading with the folleeing equation: COURSE 9. Safe bode ere eupmimpoeed elloneble loads. m. All eefe loads based on simply supported / 9 y EiCALE: 1 /4••=1 - 0' <br />ooepreeelve eValgth • 1900 Pal fa Intel deflaetlon mfaeletian. 4, Site loads based on grade 40 or gratle 60 span. 81- I KJ - I I�/, T EE p0,,ryR <br />5. Reber pa A9Tft AbD grade 60 6. Ebttu need i000d reber to be holed et tro bottwn rlsld reb4r. ii, TIa rvnba m l2u the Pewrttwle 1--� IS Ep <br />6. Reeueesi Uard A9Tn A II of tro I -I caul 2i]Plled valtcal bad • / ollad IarlunGl lead (1' QR TYP 5. Qq �1 rater me ba nbelituletl rar low mtllcatee ttu cwl raducllrn Ior de 40 e Z , O� <br />^9 s Pa uJ S I0 8 P•r 3a <br />grata 2lO bm roUxetbn 1. 1/32' didnela ebe stimlpe era ee1Wtl to the Safe vatleal load Safe hGr12 1 bed 9 rebaro m 8' Imtels only flew added r6bar. I plANtltY aF 9 « LIAR AIWEL OTA9OYTOfI ...nnn <br />1. Fbrter pa Asm C210 type n a e botbn steel fa eectu,nlGl anclwraga 12. Adcllliwl bterel load I ba <219 FEBAR b. Tha dMigrle' Ny cvdluete edteenVated Exdnpls l'-6' IIM.eI type BF37-IB sofa L F'EBM AT TCP • r <br />8. GO•t-m- feu exetaete ma b. IdW In il• 19ne1 spec ty een <br />P y POv c°° Obtemed by V dealgna by providing addill-1 remrorud Ca1240 ar GR60 ludo hen Vr eefe bed tablae by grevlly bad • 6412ru w/ 1515 � HGtNAL NEIfaNf 15DTTd-I 1�aacpcNG <br />In I_ or calaete ee•ormy unlle. carlcela me move Ua lanai. 5ne detail el rr -e letlrlg Uv naaienn rnbtmS monad adMI-6412 (AD) • 9801 pit PFfOVIDED el LINTEL <br />sorry a ' elld alter at d•emay Ran feu of nppcxL NCMNAL WDTN a• -mes1 <br />