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SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />CALF I-D AVRV 1 r1ATIC LAD ¢" ODc(`a CT t DOFCTDFCCFn ILI INTFI C <br />Cw/EI•�Dt118 <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE- <br />LENGTH <br />e118 <br />a <br />- <br />eve-e <br />- <br />tlRs-e <br />- <br />4' <br />eFi4-m <br />•- 92 <br />a»- -le <br />2'-10'l34') PRECAST <br />2231 <br />3065 <br />lD6D <br />46D! <br />4B0J <br />�n9 <br />IL9 <br />T9n <br />T.,e614 <br />bDla <br />m%4 IDD9 <br />m9D4 IDM <br />3'•b' e42') PRECAST <br />2231 <br />'S <br />91B <br />b•Dl <br />em54 <br />'15D1 mlel <br />3D6 <br />.YI! <br />ID <br />l5al <br />max IMD9 <br />4'-0• (48•) PRECAST <br />1566 <br />]i•I <br />]iv <br />xnl <br />46DD <br />ldxm <br />6119 <br />4•eD <br />1941 <br />5Da1 <br />6914 <br />TDls eml <br />m991 1409 <br />4'-6' (54') PRECAST <br />Irjyy <br />q69 <br />IW! <br />21m <br />4319 <br />x9l1 <br />bID <br />-1 <br />nIl <br />Ml6 <br />e6V <br />s4DD •2]4 <br />maDt IICD! <br />V-4' (64')PRECAST <br />1211 <br />II% <br />1999 <br />]960 <br />3tl9 <br />9686 4x49 <br />w! <br />9mfD <br />5%5 <br />1511 <br />1 <br />1 lo¢ <br />W-10'(l0')PRECAST <br />1062 <br />Im9 <br />Ina <br />1.91 <br />]meD <br />2- <br />30OD 941D <br />WI <br />%22 <br />4960 <br />like. <br />M <br />lbl <br />V-V OW) PRECAST <br />g0g <br />tl% <br />tl% <br />xn1 <br />xnl <br />94e0 <br />3Ie0 <br />9D31 <br />D3& <br />!l0'1 <br />63fr0 <br />4li9 <br />5061 <br />l'-b' (90')PR <br />l43 <br />m11 <br />]69} <br />31DI <br />l6aD <br />YRI <br />TinEGA9i <br />» <br />2661 <br />989e <br />D681 <br />e46L <br />b4l <br />9'.4' 02') PRECAST <br />Sj4 <br />699 <br />15x <br />1" <br />n45 <br />Y» <br />b49 <br />2-1 <br />-4 <br />lleb <br />944 <br />]w <br />4lp <br />!!D] <br />b <br />101-610269PRECAST <br />41S <br />DY. <br />69D <br />¢n <br />20D9 <br />]ttt <br />2li9 <br />»% <br />•49 <br />m62 <br />B!! <br />2C39 <br />210 <br />!s4 <br />415t <br />11'•4' (IWA'RECAST <br />362 <br />.ax <br />9tlD <br />' <br />b°• <br />2.1 <br />.1 <br />IDOb <br />5e2 <br />945 <br />19•! <br />1e16 <br />21 <br />9N¢e, <br />D9R¢0f <br />426Yr✓i <br />2 <br />114'-8' <br />•D°IDD <br />8bNy'R13 <br />tnNts5R.4t <br />wwNRa4 <br />4 <br />R <br />n0I <br />D <br />»62 <br />952 <br />13'-4'/i60'PRECAST <br />2S6 <br />mn <br />2B <br />Di <br />4-0'(168')PRECA9T <br />219 <br />424 <br />IWI <br />6% <br />- <br />22, <br />M2 <br />20 <br />n <br />(il6) Ptte <br />NR <br />4% <br />V <br />DD <br />4 <br />2D11 <br />IS'-4'(184') neee <br />NR <br />NR <br />� <br />NR <br />NR <br />� <br />NR <br />4tl <br />lm <br />m0 <br />n9! <br />]920 <br />»B <br />Il'-4' (208')FaaeTlaaeeE <br />2,P_, <br />]DD <br />9% <br />960 <br />926 <br />- <br />W5 <br />1 2011 <br />19'-4•(232')Paaetw <br />N.R <br />Nv <br />`(13 <br />.R <br />"� <br />N¢ <br />t°Q <br />N1Q <br />]99 <br />Ib <br />l50 <br />mil <br />¢bx <br />BB <br />nMY <br />21'-4' 1256')PIa6Tta[ <br />NR <br />Ne <br />MD <br />910 <br />55D <br />e45 <br />tlM <br />D65 <br />146e <br />23'-0Y264')PAeeTls <br />NR <br />rat <br />2ae <br />Ne <br />NR <br />2ae <br />Ne <br />N¢ <br />w <br />3B <br />650 <br />l61 <br />b4t <br />tla5 <br />1356 <br />tl9 <br />]•i0 <br />49D <br />bDI <br />tl27 <br />SAFE UPLIFT LOADS FOR 8" PRECAST 6 PRESTRESSED U-LINTELS <br />`w/n•*MM <br />SAFE LOAD- POUNDS PER LINEAR FOOT <br />tYPE <br />LENGTH <br />ere-rc <br />ern-rtE2-: <br />eF%-rt <br />er24." <br />er»-n <br />erv-rt <br />seal <br />a 2T <br />L <br />24-2T <br />eP]o-xT <br />etsxaT <br />3'-6' (42') PRECAST <br />er5 <br />xb9526ft4'-0'(48') <br />PRECAST <br />-3 <br />2309 <br />389 <br />-1D <br />D9» <br />6D1D <br />» O!eb <br />.1 <br />9 29 <br />lD <br />4'-b' (54') PRECAST <br />aw <br />�� <br />9315 <br />4D49 <br />4tll <br />I," <br />93'ID <br />4D13 <br />nu <br />1- <br />S'-4' (64') PREGA9T <br />n6]B38 <br />93Y! <br />966i <br />4922 <br />m <br />-1 <br />4 n <br />V-10'00') PRECAST <br />94D! <br />12959 <br />91Dt1 <br />%x0 <br />1 4139 <br />(t8') PRECAST <br />•% <br />uD- <br />3­11 <br />2 <br />9»I <br />In <br />e» <br />MDl <br />bM <br />»» <br />2 <br />9»I <br />!ln <br />l'-b' (90') PREGABT <br />l2t <br />M24 <br />]1L <br />l2l <br />¢24 <br />424 <br />1 2025 <br />2426 <br />t <br />3i)b <br />W-4- (112') PRECAST <br />sD1 <br />t <br />n <br />1l15 <br />xB <br />2MAJ <br />D51 <br />ei2 <br />nb <br />u619 <br />1969 <br />2}D4 <br />bn <br />10'-b'(12W)PRECAST <br />•� <br />5 <br />9W <br />RM <br />- <br />n <br />2DI1 <br />D3D <br />695 <br />Ildm <br />HV. <br />f163 <br />x055 <br />2316 <br />II'-4' (136')PRECAST <br />4u <br />m3 <br />¢T <br />d3 <br />M9 <br />6Ol <br />DTx <br />.41 <br />I9B..: <br />2- <br />12'-O'(144')PRECA9T <br />ilD <br />134. <br />996 <br />M3 <br />I%9 <br />SDD <br />4tD <br />%0 <br />lam <br />1B1Br <br />1V-4' (160'.PRECAST <br />,» <br />,eD <br />,eD <br />IB6 <br />W53., <br />bel <br />14'-0•(16S')PRECAST <br />90I <br />!% <br />lx4 <br />BM <br />me4r <br />¢ <br />4m <br />4» <br />In <br />me3 <br />I <br />wi <br />14'•b'(Il6')PaY6TIC <br />2" <br />]K <br />334 <br />999 <br />620 <br />N! <br />ill <br />D2S <br />190 <br />9le <br />AIB <br />IIl1 <br />n9l <br />15'-4-(184'1 PatlxeTaE <br />}]I <br />2 <br />3G <br />9•e <br />6b <br />b}l <br />n <br />911 <br />t26 <br />IT-4' (208'FRE9TiftnC <br />pt <br />15x <br />}i9 <br />90i <br />906 <br />I <br />l40 <br />in <br />211 <br />.11 <br />HU <br />19'-V (232')PI2 69 <br />t62 <br />l»m <br />.1 <br />641 <br />b1 <br />141 <br />21'.4' /256'D°R3erlff <br />w <br />u2 <br />%9 <br />]ms <br />1» <br />6]9 <br />9v <br />DII <br />b <br />U] <br />2. <br />!V <br />531 <br />V1 <br />22'•0'(264')PREBTRE98E <br />Dl <br />IS1 <br />1 <br />x9 <br />2 <br />3TD <br />.3 <br />2 <br />546 <br />AA <br />24'-0Y2581)_6_ <br />¢4 <br />¢4 <br />M <br />2m2 <br />}6l <br />!ro <br />!1} <br />455 <br />4. <br />49] <br />nt <br />-1 <br />sx <br />C <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENGTH <br />•Rl• <br />n►6 c rare deTm- Rr <br />4'-44 (524) PRECAST <br />by <br />nH 59» 9xeD 5421 64v nil <br />i4- <br />Ie91 %09 Dx06 i39 aD•0 54n IDB93 <br />4'-b' (54') PREGA9T <br />M91 <br />r'96 906 29b 48r6 99]4 <br />n% %99 5]De ••99 DD60 9119 1ee99 <br />5'-6' (68")PRECAST <br />yI, <br />>tlm nlm n16 ]]ll 78]9 9I0] 9966 <br />rl 2bl 4%l rrl vu <br />9'•10'(l0')PREGA9T <br />DD <br />••'' w9 bDa 2¢4 x649 9114 91D0 <br />204 <br />1119 }9/ 4x4- ii99 1 e1 <br />b'-8' (S0')PRECAST <br />191 <br />5D1 U29 !¢D 501e 1111 5446 V60 <br />5m Wn SDY lDb Don <br />T'-b' (90')PRECAST <br />KD <br />2 <br />165 MDD - <br />159 9lY D149 V39 %}9 <br />l55 MDO 2469 9TI6 Dt43 <br />9'-S' (116') PRECAST <br />4tl <br />Mb 9De 1x5! !I» I !M6 <br />5}b M!9 G6B 2x59 9n9 460 9e91. <br />4CA11111T-* E <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />rYPE <br />LENGru <br />4'-4' (52') PRECAST <br />°•° <br />9D9]T <br />2%2 <br />lD56T <br />9n12i <br />44N <br />9MD <br />- <br />w• <br />2%1 <br />30% <br />9n1 <br />4445 <br />514m <br />4'-6' (S4') PRECAST <br />-1 <br />'•� <br />]]lx <br />]499 <br />900'I <br />4D49 <br />861 <br />160 <br />2212 <br />-1 <br />9001 <br />+2T! <br />]n <br />-1 <br />51•81 (68')PRECAST <br />in <br />tlb5 <br />I15, <br />19}6 <br />2e54 <br />99B] <br />9911 <br />bi <br />tl6D <br />n61 <br />2326 <br />2•N <br />990x <br />%II <br />51-101(10•) PRECAST <br />on <br />ltdl <br />nN <br />}»5 <br />2113 <br />2- <br />6% <br />nv <br />n46 <br />2»D <br />21l! <br />l286 <br />x159 <br />6'-8' (8A'1 PRECAST <br />5l0 <br />9».., <br />S90 <br />19e0 <br />}4 <br />Iel9 <br />111 <br />Sl0 <br />IDBO <br />6!0 <br />19e0 <br />24» <br />»te <br />99]6 <br />l'-b' (90•)PRECA9T <br />5D• <br />142 <br />1364, <br />IleSm <br />2N <br />}%t <br />9p <br />e% <br />I%4 <br />tlH <br />}w <br />x%l <br />}zees <br />9'-8' (116') PRECAST <br />M <br />¢1} <br />2 <br />mb <br />5•D <br />WV <br />- <br />I <br />W6 <br />2vl <br />L- 3 L- 3 <br />L- 4 <br />(2) 3052-SH <br />(2) 3052-SH EGRESS <br />■ <br />LINTEL SCHEDULE <br />NOTE: <br />THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER <br />MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR <br />GREATER CAPACITY THAN THE VALUES STATED <br /><#zT_4^c_WLINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENCsTH <br />TYPE <br />COMMENTS <br />L I <br />I1'-4' <br />8F28-IB/1T <br />L 2 <br />4'-6' <br />8FI6-OWIT <br />L 3 <br />1'-6' <br />8FIb-I15/IT <br />L 4 <br />II'-4' <br />8FI6-IB/IT <br />L 5 <br />V-4- <br />OF16-IBAT <br />L 6 <br />l'-6' <br />8F24-IB/IT <br />L l <br />1 4'-6' <br />1 8F8-IBAT <br />JABV. DOOR ASSEMBLY, BOTTOM OF: LINTEL • V-0- AFF. <br />L 10 <br />1 5'-8' <br />1 OFI2-OMAT <br />I LINTEL SET 8' BACK FROM FRONT OF HOUSE <br />MATERIALS <br />GENERAL NOTES <br />9 ear• load dw <br />SAFE LOAD TABLE NOTES <br />TYPE DESIGNATION <br />1. ro 8' ezast. ll4 l . 406" I <br />pr W <br />I, Provid. Nilmortar bdd and head Jel_. <br />rat on ratlD al a� yala Pa <br />Al 316 and AGI 930 <br />'n•S' <br />L All values based an ninimun 4 Indl <br />1, For Ite Ilnt•I lrl ,not eK-. <br />co. qM <br />T <br />2. rc pr sed I"1 • <br />- 3 pal <br />3. Grout ABTM Gt6 rg • 3000 <br />2. 1 h 1 f111•d Ilntels I rayulred. <br />3. IratelWtlon of IMtel moat comply DIV, th• ardltaotural <br />10. the ealmlor scarlets of Ilntele Inetelbd In exLafor cmnaaKe <br />romlMl b®erlrg. <br />Exc•pUon: 9e A 1"a fa W111•d I.M. moat <br />1- YeIgM e2lown. <br />uee W. load Rrn naM <br />e. For $..Ia W rot ehoun, we lots load <br />F . FILLED IT" Cd 11 ( U • 1➢FILLED <br />'- <br />pa <br />pw g <br />eel w/ naalmul 3/0 InCfi <br />ggr4gale 2 8 to II i1� ehmp <br />dM/or evucWdl doo.�aRa. <br />4. U-L6rtala era nuleufeeluad mMh 5 IR' bng noterw et <br />l4 eha11 hew a coal r stucco Ilb In eccordanu <br />mesorcy Da ^9 o app <br />Dllh A9TM C-296 p ot2r ovd coal <br />•PP' Mg- <br />IL Llnbb loaded ebultarleouely n11h vatieel /gevlty or <br />SEE SAFE LATERAL LOAD be reKtuced by 20i If bedrbg Iagth id <br />TABLES FOR LOAD RATIN's <br />FOR EACH ADDITIONAL '•°° Uun 6 1/2 6idea. <br />og <br />Rwi rwxl longadt br,gN dhoun <br />9 All eats bads in cantle oI pounds per Ilneer <br />V <br />OJANTITY OF 5 REBAR AT <br />�BOTTC/1 Or LMTEL CAVITT (t <br />x <br />4. Cpvete naeorry UnIU (CMUJ pa <br />AB1Tt C90 D/m.l_ n•t ar•a <br />tM adds W eccomodela vatbal call ralMa'cing and grwting. <br />S.RKaenee the CAST-CRETE L-al Defbetlon Graph brodu• <br />.plln) end horizaMeI (Ietael) beds should be cf.•d'<d <br />far falloalrg <br />REINFORCED Cm FULL <br />2. NR •Not Rated <br />3. Safe bads dr• eupampoead ellauebb beW. <br />root <br />m. All ae r• ba W based at eldply supported <br />V <br />Z <br />co ,pr•eely elr�ngth • 1921E Pel <br />I. R•bar pa At M A615 grad. 6D <br />f« lint•1 dart e - bfornMtlon. <br />6. B011dn fl•Id aMW mbar to b• beetetl at LM bottan <br />trr canblrsd bedlr g mlih I1v acltulllon: <br />4, Sari toed° bes•d on grad• 40 a grad. 60 <br />fbid r•bar, <br />span. <br />II. TVp rumba M the tha per°n I. <br />n <br />SF I -1 B / I T aj <br />6. r4NVpsl Yard ABTM A416 <br />n9 ° Pa <br />of the 1-1 uvi w! <br />A-t1ed vatlul Iced Anoliud 1 a,1 tat load <br />S Im <br />/a' _LR TYP <br />S. Qta n reber ma ba wbetllutad ra cacao <br />9 <br />IMicdtsf Ul• t raductbn for de 40 <br />Peru^ gre <br />I � <br />gI' d. 210 Iw rab 4etlon <br />1. Florter ASTM C210 type M 6 <br />T 1(32• dlam•la aW dumps ere wldad to lb <br />bones ra nad _l ancYnrage. <br />Bare vaticel load 9af• MrizoMel bed <br />(2J 9 REDAR <br />g rabaro N 8' Ilnl•la only <br />6. TIr deign slay •vaw cursl,al <br />tteb ed nd rdaer. <br />Erarpb T-6• li-I lye• BF32-B sera <br />I <br />O 1TITY <br />IffBAR AT TOP <br />pa or <br />steel <br />S. CA.I-pl-pleu eazr.,. may ba provided In cppwlte 1-1 <br />12. Addlt 1 let 1 bad M1 be <br />obte M•tl nt• d..l c4P•e y idl ddIll-1 r•61ro d <br />ww <br />GR4®w GR60 <br />bab Ran t2r W. bad tabbe by <br />gevlty bed . 6412-1u/ BX <br />L <br />L NDMNAL NEIGFIi <br />a <br />in Ileu of conuete maeaay vnrta- <br />oono•t• Ibnj j ab0 tM 1 •I. Soo dated a1 rlj%: <br />calculating Ixp manlmul roblblg enmerlL <br />end elver al d-anau Rom feu of mnowt. <br />r ductl-n 412 (BB) . 850I Fir <br />1 <br />__ .0D _. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA If. 0003325 <br />F <br />V <br />rV <br />0 <br />4 <br />U <br />ti <br />A <br />F <br />O <br />ti <br />N <br />N <br />C <br />a <br />A <br />SXn3DIV. all =107i <br />SILVERADO <br />LOT 4 <br />BLK 2 <br />PROJMTO <br />04128.00 -04002 <br />4EBB <br />111828- CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) <br />ARCHITECT- <br />STATE OF FLORIDA <br />-DnaGTYa1I <br />9 REBAR AT TOP <br />nIN <u REOb <br />I-IR' 4EAR <br />GR'JUT <br />7 REDAR AT BOTTOM <br />OF LINTEL CAVITY <br />Bonon REiFOIN:•IG <br />�V(VARIE6)INTEL <br />AR NO 93723 <br />DA 10/21/1. <br />SCAM: 1 /4 '=1' - O" <br />' <br />azlrjn <br />