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A R C H I T E C T S <br />v 111 <br />SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />SAFE GRAVITY I OAnS FOR S" PRECAST A PRFSTRFSSFn w INTFI S <br />*-*a_ <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />8UB <br />exe- <br />as-D <br />a. <br />ra-b <br />- <br />ar-b <br />ex]+-D <br />D <br />-D <br />2'-10'(34') PRECAST <br />2231 <br />!me! <br />!me! <br />♦em! <br />4ra1 <br />se10 <br />lu <br />11541 <br />elTM <br />81t4 <br />De!• <br />1DM <br />35-6' (422) PRECAST <br />2231 <br />3me! <br />3lR <br />rs <br />m <br />semi <br />le♦t <br />emsM <br />vw <br />ice <br />1 <br />4'-0' (48') PRECAST <br />mee, <br />]eel <br />wv <br />ate) <br />M6m! <br />9aM <br />6b <br />♦N3D <br />'a" <br />eSe1 <br />lPl4 <br />aDSM <br />emt <br />n609 <br />W-6' (541) PRECAST <br />15-- <br />be9 <br />Sb! <br />xxm <br />491e <br />M!I <br />61b <br />!15! <br />»4l <br />ale <br />earo <br />s1M <br />IWlM <br />an♦ <br />Ibme <br />W-4• (64')F'RECAST <br />Un <br />un <br />wee <br />lea9 <br />Ba,0 <br />3D! <br />9eN <br />as! <br />Ise! <br />!m!m <br />ease <br />1e41 <br />e <br />5'-Im'(l0')PRECAST <br />062 <br />na! <br />x13 <br />r31 <br />]a]m <br />1l45 <br />lmm9 <br />e4tm <br />wet <br />Ln <br />♦3em <br />tr <br />lm <br />6'-6'(l8')PRECAST <br />ace <br />Tm <br />-1 <br />3w <br />4- <br />Smel <br />9m8 <br />12m <br />2m <br />)Main <br />aim <br />vein <br />(9m')PRECAST <br />143 <br />.1 <br />In <br />M.2 <br />nW <br />able <br />DII <br />11]9 <br />2NI <br />ee5e <br />5eei <br />eNl <br />9'-4• (112') PRECAST <br />554 <br />e!e <br />152 <br />11•m <br />IeM <br />ru <br />2DH <br />2a61 <br />flee <br />3Me <br />Nb <br />4 <br />lem2 <br />10'-6YD6')PRECABT <br />479 <br />e!! <br />eSD <br />Wl <br />alit <br />2w <br />M!e <br />II'-40 (1-16-0-RECAST <br />362 <br />•'18 <br />lees <br />IDMe <br />2-1 <br />Sal <br />MOaL <br />owt <br />tw9 <br />bee <br />we <br />242! <br />3 <br />4mp <br />12'-0'(l44')PlWECA5T <br />331 <br />5Mm <br />M <br />D 1 <br />ra4 <br />21v <br />tame <br />M2 <br />eMm <br />ev <br />na <br />- <br />tree <br />>eme <br />am <br />13'-4'(I60'.PWCAST <br />296 <br />41l <br />4ll <br />lee <br />ley <br />Iml6 <br />Iml5 <br />wM <br />w2e <br />b3e <br />T!r <br />M <br />2ev <br />14•-m'(168')PRECAST <br />21% <br />M2a <br />ld <br />Imm] <br />b2s <br />tell <br />20 <br />2tlm <br />M{2 <br />'imb <br />Immt <br />83e <br />169'1 <br />2V1 <br />16lm <br />14'-e'(ne') Hamra <br />NR <br />N4 <br />a° <br />ae <br />IR <br />rae <br />Ice <br />lv <br />utm <br />BO] <br />n4e <br />Zen <br />eta <br />15'-4'l184') REATa <br />NR <br />Ne <br />Ne <br />NR <br />NR <br />Ht <br />40 <br />1. <br />1a50 <br />n!! <br />oo <br />]Oi <br />]A]m <br />Mb <br />]T-4' (208•)PJaena <br />N.R.rn <br />Ne <br />7 <br />9mm <br />!.Y <br />Yin <br />BL <br />rm9 <br />rM9 <br />]m♦l <br />19'-4'(232'11.1aena <br />NR <br />M <br />fee <br />M <br />NR <br />Ne <br />Na <br />M <br />23e <br />40 <br />'Bin <br />011 <br />aD2 <br />8B <br />nr <br />21'-4• (256')P.aaxla <br />NR. <br />N¢ <br />H! <br />N¢ <br />rm <br />eMm <br />DSe <br />e46 <br />uw <br />u5! <br />wa <br />11'-mY164')Flaama <br />NR <br />M <br />Ne <br />N¢ <br />Ne <br />NR <br />roe <br />at <br />ra <br />3D <br />a5m <br />te. <br />-1 <br />atl <br />um <br />24'-mT288.1 PIaeT1a <br />NR <br />N° <br />1 Nt <br />I r•° <br />Ne <br />D! <br />" <br />loo <br />I - <br />Ir9a <br />an <br />Ca- I IPI IR I DARC FDR e" PRFCART e. 01MFCTR-11I LI 1-9. A <br />CIAT-*WM <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />eFaR <br />SM' <br />"-n <br />aTm-n <br />M4•17 <br />a ff <br />a -n <br />epB-n <br />axe-ax <br />9r-iT <br />-] <br />4-]T <br />sxaar <br />sn-n <br />3'-6' (42') PRECAST. <br />d9 <br />2M <br />!M. <br />4991 <br />62e! <br />lmml <br />1669 <br />4 <br />1 <br />936 <br />`W <br />b] <br />1 I <br />4'-0' (48') PRECAST <br />�! <br />Has <br />3mem <br />3e15 <br />IDIm <br />5!M <br />e4n9 <br />1%! <br />3me0 <br />seB <br />Hl0 <br />53M <br />emt9 <br />4'-6' (54') PRECAST <br />aml <br />2m4m <br />21m1 <br />9!A <br />♦e4! <br />♦lx <br />e!» <br />amt <br />2m 0 <br />93A <br />4mM9 <br />4111 <br />e31 <br />5•-4' (649PRECAST <br />Dr <br />nls- <br />2ve <br />3Yl9 <br />-1 <br />M5n <br />br <br />eve <br />3=Men <br />PRECAST <br />!m9 <br />G <br />]DA! <br />3e <br />Mb! <br />9» <br />l <br />teem <br />]99! <br />xm1 <br />3.2m <br />PRECAST <br />9MI <br />31a <br />bee <br />23M <br />211m <br />3MI <br />31D <br />T-W (9m') PRECAST <br />rot <br />ru <br />2♦2 <br />l <br />1 <br />r24 <br />a"' <br />24xe <br />3278.1 <br />W-4' (1129 PRECAST <br />s91 <br />1 <br />re <br />W-6'(126)PRECAST <br />S.m <br />a <br />!r <br />Ie <br />- <br />m3!11, <br />e4s4SI4D� <br />w'2 <br />2 <br />2Banbb9 <br />I-4' (1%)PRECAST <br />I1123''--O4'' <br />414 <br />B <br />Atl2B4 <br />9l <br />1 <br />312 <br />W- <br />2 <br />((1N434m''))FPRREEGGAA99TT <br />124 <br />Sid <br />b! <br />tibIwer3 <br />u <br />MW!D0m1I <br />X4x6Sm'6Amm2 <br />w <br />le <br />14'-0'(lb8')PFZCAST <br />296 <br />12{ <br />a] <br />1mo. <br />Fiat <br />mint <br />14'-V (I169 PIa W <br />M! <br />I <br />92m <br />3 <br />eta <br />ve <br />Bin <br />Bb <br />1 <br />3M <br />PS'-4' (184'1 x'IaeTla <br />M <br />B <br />r <br />e <br />q <br />n'-4- (200•.Plaena <br />bl <br />re] <br />e9 <br />9M <br />sine <br />!tl <br />11m <br />lee <br />all <br />eV <br />wV <br />19'-4•(2329FIaBTIa <br />-2 <br />M <br />In <br />•� <br />� <br />In <br />21'-4' (Z56')PIUESTrE <br />42 <br />wT <br />. <br />2w <br />4 <br />eml <br />9a <br />6n <br />3S3 <br />5!l <br />M <br />'21 <br />a2 <br />22'-0'(264'JPnB81mE85E <br />V'1 <br />ut <br />1!1 <br />2v <br />2tl <br />!ae <br />3» <br />eu <br />NZ <br />er <br />24'-OY288')PF£eTla <br />a4 <br />M <br />Tm2 <br />26l <br />n <br />!♦] <br />Mtl <br />4r <br />♦!T <br />»l <br />5el <br />els <br />SAFE GRAVITY LOADS FOR a" PRECAST a/ 2" RECESS HOOK 11-1 INTFI S <br /><wsr-tiww <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />4'-4' (52') PRECAST <br />esr <br />ess-D alas. bras ram- rea- se. <br />nn 3etl exam 4!M! 5421 s4v teal <br />rtl <br />bin lees aza se!! seem 5•» asl3 <br />4'-6' (S4') PRECAST <br />ta94 <br />ey 3 4 9924 elm4 <br />n5e !e!e 92me ee!! eC6m aM» rbs! <br />W-V (68')PRECAST <br />9tm elm nr ]Tl w9 !Min] 9966 <br />sere <br />A6l Tom 4ae1 s!D! lYl 9i11 <br />9'•Im'(W)PRECAST <br />d0 <br />tl5 re9 rm0 3e49 91'14 llmm <br />HtD4 <br />ID ]94] 424a <br />(WW'RECAST <br />»l <br />9m1 r25 Sam em4e T4l lM4e l3em <br />!ml b2e win am+e l!B 5f» <br />l'-6' (90')PRECA$T <br />ltl w!m 24a9 tits 5l1! rote -1l5! <br />ee! <br />415m 2M69 9T4 l♦9 <br />W-8' OW) PRECAST <br />4x <br />46e -J!9 Bee 2M! !a! <br />48mMax <br />526 9'Je Bee 2M! !Q9 5e31 <br />SAFE UPLIFT LOADS FOR A" PRECAST a/ 2" RECESS DOOR I I, NTFI S <br />4Cut-CMw <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />- <br />W-4' (529 PRECASTP142. <br />4'-6'(54') PRECAST <br />eel <br />]tro <br />2Ae!-1 <br />TN <br />249e <br />9e4a <br />Mlo(68') <br />PRECAST <br />»nn <br />M2e» <br />n!1 <br />M26PRECAST <br />ea& <br />n4 <br />2M! <br />rl! <br />w <br />2183ace <br />n4e <br />22e! <br />2TUW-a•(so.)PRECAST <br />s-elm <br />ow <br />19em <br />2♦25 <br />gel! <br />Sax!T-6' <br />(5m')PRECAST <br />P <br />16 <br />2 <br />M <br />beM <br />tre <br />Tr6 <br />ifrl <br />2%e <br />9'-8' (IW') PRECAST <br />!2 <br />Imv <br />bob <br />na <br />2mr <br />a3N <br />I <br />I <br />I <br />I <br />L- 4 <br />L- 3 <br />C2) 3052-SH <br />LANAI <br />S'-8• CLG. <br />LIVING ROOM <br />S'-S' CLG. <br />6068 SfsD. <br />-- L-6 <br />ROOMG <br />8'-S• CLG. <br />I ®I 1 <br />- - KITCHEN <br />r-- <br />s'-8 CLG. LAUN. I <br />8 I <br />CLG. <br />I II <br />I II <br />i <br />I II <br />II <br />II <br />II <br />BDRM.#3 <br />8'-8' CLG. <br />UII <br />II <br />BBATH 2 I I <br />BDRM.#2 <br />GARAGE <br />P! <br />L-3 <br />(2)3052. <br />OWNER'S <br />SUITE <br />S'-S' CLG. <br />0. <br />BATH <br />S'-S' CLG. <br />BDRM. #4/ <br />DEN <br />8'-S' CLG. <br />ENTRY <br />_L <br />C2) 3052-SN I <br />EfsRESS I I6'-0'Xl'-O'O.HD. <br />-------------------- <br />L- 3 <br />L-1 <br />LINTEL SCHEDULE <br />NOTE: <br />THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER <br />MANUFACTURER AS LONG A5 THE LINTELS ARE OF EQUIVALENT OR <br />GREATER CAPACITY THAN THE VALUES STATED <br />MATERIALS GENERAL NOTES a sere leadw•ed-.,,-Iee•IgarolyI•Per �, SAFE LOAD TABLE NOTES TYPE DESIGNATION <br />1. nc e' preu•t INasl . 4mmm P•I 1, Provide "I eoMar bed end lead Joxxe. ACI 3D end AG7 530 B�° 1. All vdluee weed m minimum 4 m h 1. For coepo•" Ieael heleje• rot Jnun. <br />2. ne setrasaad Ilr4sl 6mmO I 2. S tall rllled Ilr1 a° r Wred. I het ehaua <br />F* F'• eS Im. Tn extala ewreu or nine)• In.talled m exlsrlor concrete ..' mommdl bearing. use fa bad Rrn next our c F . FLLED WTH GIB�IR / U . UF4.LEDjr <br />9. Gout ps ABm Gl6 rg 3af9m 3. In•tal4tlon of IRnel -at ecmply wkF U+e erdnteclural masonry well• Noll Mw a coatNg W stucco appa" m -lan�e SEE SAFE LATERAL LOAD Exeeptlon, 8 t 1_x f- Innlled 1-1• -1 e. Fa Ihtel• bnglh not •Ipum, we Mfe bad <br />p•I w/ uuxwxD 3/8 I-1, and/or •WCWa1 done . with m C-TSo a olha ovetl coat ~" bs redlc6 1 by 2m1 If bsarmg Imyth 1• han next longmt length •Yuen OlAIfrITY W 9 REBAR AT <br />dPPr In4 TABLES F LOAD RATIWa Z <br />gg agate . 8 to 11 Inch egep 4. U-Lintel• ere ntmwl'ecu.ad uM 5 IA' notcYm et IL Lintel• baded elnu114nsously Kh vrt-I rgrdvlty or FOR EACH ADDfT10NAL Ise• Uan 6 I/f xxfm. S. <br />All •eM bad• m Inns of parade p: Ilneer BOTH T OF LNfF1 CAVITY tt <br />4. Concrete Ma•erry Unla (CMII) Pwr Ur ends to ac -.da- vertlml ull ramforcing end goutmg. uplltt) and horizarAdl (lateral) loede eMuld be CIy1 RyL T. NR •Net IPatad fool F a <br />A8m C9m wanmlAD nK aroe 8. Rsreronce Ua CAST-CRETE Load Deus f- Graph broths for tYa caNalned badlrlg wllh tM folbwl,lg "-tbm f.QIIwSE 3. eats load• are •up�'Xpo•ed al1-bb beds. W. All seta bad• baled on eleply supported n eeryrs.•Iv. •v.wUl . ism p°I nor um.l derlsetlon mrormeuan. 4. Sea toed• w° J rn gad. 4m er Bede 60 span. Q� I / - I i� / I �- <br />S. Reber per ABm 19 grade 6m e. B it"i eels added robe. to bo butod at w beuom f1e1c1 r wr. II. Tha mrbw m Ur w peromxwls CJ ICJ 1--J - <br />6. RrVr•I Vard ABM A4r a the Imtal uNt &Mlled vwllul bed lte�]ollsd IarizaAel teed ,2' CLR TYP 5. 0- -1 row. nM w wbellWl� r- two Indlutse the Cell reductlu fa da 40 <br />^9 • Pa t} S Ira y P4* ga <br />g de Tim bw reldxetlen 1. l/31' dfanets wire KIrrup, are wokl d to ITIa Bete vrtlul bad ' Befe YnrizonUl bed 9 rewro m e' lintel• rneU flNd added nabs.. (i1MlTITY oP 9 ! <br />1. hbtar per ABm CTTm tyae M a B bottom etrl r- macmM-1 andlorage. IT. Addltlonal krona) load upeelty un be 1D 9 A. 6. Tr dslgnr may -Wts concarnrated E-q"* ' lintel tj+e 8F32-15 safe I L R-BAR 4T TOP a • <br />B. G•t-In-Plea oat _ - ba provbad m ccepwlt. lens) datenrd by ua d«Igw bN provldxg addHlonsl rolnforeetl eeR4m p Cia m bad• eon tYr •afa bad table. by gdAty bed • 6412tu w/ 5% L NOM .El <br />In Iisu or Contests ma•ary trNt•. corwete masonry above Ua lintel. Sss detell at right ulaAatng ltr mexwxD re•I•ting manse r d-tl-n 412 (Ab) • 5501 plf Y1Gxx1AL WOTw y-�, =' <br />end .Yaer et a-awau nom race or •toma•t. <br />4AST-4afT4 LINTEL SCHEDULE <br />LENGTH <br />TYPE <br />COMMENTS <br />kLlNTEL <br />IT'-4' <br />SF28-IB/IT4'-6'SFI6-0B/IT <br />II'-4' <br />epic-IBAT <br />L 5 <br />V-4' <br />BFI6-IB/IT <br />L 6 <br />1'-6' <br />8F24-IB/IT <br />L l <br />4'-6' <br />SFbm 115AT <br />ASV. DOOR ASSEMBLY, BOTTOM OF LINTEL m V-0' AFF. <br />L 8 <br />- <br />- <br />NOT USED <br />L S <br />- <br />- <br />NOT USED <br />L 10 <br />5'-8• <br />EFI2-CeAT <br />LINTEL SET S' BACK FROM FRONT OF HOUSE <br />L II <br />- <br />- <br />NOT USED <br />L 12 <br />- <br />NOT USED <br />i_rDni $m <br />Z 407-7746078 <br />FAX: 407-774.4078 <br />WWWA designgroup.com <br />Ill6AA S: 0003326 <br />F <br />W <br />h <br />4 <br />0 <br />a <br />O <br />Er <br />G <br />aumm a: Loz° <br />SILVERADO <br />LOT 25 <br />BLK 1 <br />P120JEC <br />04128.0--25001 <br />1[ODEIs <br />4EBB <br />"1828-CALI" <br />GANAGD 9`1IIM11%. <br />RIGHT <br />PAGt: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) <br />ARCMTECT' <br />STATE OF FLORDA <br />„'/01 , <br />s REBAR AT TOP Mna (D "WanI <br />I-IR' CLEAR <br />PART� 11/07�16 <br />D <br />CM <br />BCALIM 1/4"=1•-0" <br />9 IQBAR AT BO'ITmM <br />OF LMREL C4VIT- <br />BOTTOM REBFOIFCMG <br />PR7 DW N LNIEL <br />(VARIES) <br />