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_ SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />SAFE GRAVITV LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS <br />Glfaa�aDN <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />&� <br />•la-G <br />¢. <br />?P-6 <br />a. <br />pw-D <br />>e. <br />1Q <br />.Ft+•! <br />M9t-G <br />21404(34') PRECAST <br />22DI <br />!Ne <br />]Obe <br />46me <br />•I <br />61a <br />1}41 <br />»+l <br />p914 <br />Ip <br />109N <br />118me <br />MO9 <br />3'-b' (42') PRECAST <br />2231 <br />fm6e <br />!p•s <br />nro <br />4spe <br />ea! <br />•us <br />s661 <br />esl <br />ernes <br />el14 <br />LN <br />1pssa <br />Imo <br />lame <br />4'-m' (48') PRECAST <br />IS66 <br />riN <br />xs9 <br />2W <br />4abD <br />900 <br />all, <br />4a9m <br />1e41 <br />Ysi <br />asi+ <br />1pK <br />eml <br />lam! <br />4'-b' (54') PRECAST <br />ISM <br />a <br />2 <br />]IIm <br />» <br />]WI <br />1 <br />9»! <br />1e41 <br />4lle <br />%V <br />l4mm <br />su+ <br />IlaOe <br />5'-4' (64')PRECAST <br />Dn <br />W. <br />N% <br />lel9 <br />]Sbm <br />9¢3 <br />%Y <br />4M9 <br />1%9 <br />9m9p <br />Seale <br />e4 <br />,942 <br />ns! <br />9'-10.(109PRECAST <br />1m62 <br />aw <br />- <br />.1. <br />x9m <br />2eH <br />341m <br />Nel <br />'ma <br />*"a' <br />1 <br />1 <br />PRECAST <br />SIPS <br />¢% <br />¢% <br />2FRM <br />2.1 <br />>tAp <br />94ba <br />9m31 <br />S9a1 <br />3`4nb <br />Saa <br />tlq <br />eAY•I <br />T-b' (9m')PRECABT <br />143 <br />Ipl <br />rv9 <br />xm <br />2265 <br />x% <br />9sri <br />all <br />n2e <br />2-1 <br />!e!e <br />abel <br />l <br />•4l <br />T-4' (ID') PRECAST <br />S94 <br />ere <br />Ilam <br />ae, <br />1•ri <br />]Dba <br />9+b <br />2aa <br />lsm2 <br />I01-6Y126•)PRECAST <br />415 <br />_= <br />see <br />oee <br />041 <br />tmi9 <br />­1 <br />IW <br />ri% <br />643 <br />1pe2 <br />5.1 <br />2099 <br />2`81 <br />%+ <br />4Ya4• <br />II'-4' 03W)PRECAST <br />362 <br />!= <br />^V0 <br />pie <br />Ia46 <br />2.3 <br />91]t <br />ammo <br />eat <br />- <br />roe. <br />ro4a <br />41 <br />¢1 <br />+met• <br />W-m'(1449PRECAST <br />331 <br />S4m <br />61. <br />¢D4 <br />21ee <br />2 <br />Dom <br />al! <br />¢e1 <br />14e1 <br />2P.! <br />]ems <br />33D3 <br />13'-4'[160'2cRECA9T <br />29B <br />4v <br />{ll <br />»e <br />lea <br />1p» <br />ImID <br />142 <br />16a <br />a9D <br />roY <br />1! <br />2!ro <br />2ees <br />I663 <br />W-0-068'JPRECAST <br />21S <br />S4 <br />lure <br />W02 <br />ax <br />Iee1 <br />2¢l <br />263m <br />W <br />1pb <br />00, <br />P2a <br />rom <br />]0l <br />ib8m <br />14'-a-011i PaEaTreeee <br />NJi. <br />4p8 <br />lag <br />slur <br />ape <br />uH <br />rin <br />21¢ <br />IS'-4'(184'J t•.ee <br />NAt <br />ra¢ <br />toe <br />IaR <br />I¢ <br />lip <br />D99 <br />]09e <br />2l2m <br />ria <br />11'-a'[208')I•ImT� <br />NR <br />°R <br />Ne <br />Ne <br />IR <br />Ne <br />Ne <br />we <br />9mmME- <br />Ism! <br />msa <br />M}1119'-4•(232')FIa6 <br />NR_ <br />Nal¢ <br />na <br />roe <br />M2Np- <br />Na <br />Na <br />Ne <br />rIR4e <br />nu <br />ro9e <br />1a692Y-OY264')t�aTlsa <br />F14'x <br />NR <br />roe <br />let <br />eaM <br />1m11 <br />¢e! <br />l!A24'-0T2S8')rllae <br />NR. <br />Na <br />IR <br />14R¢eD+ <br />sea <br />lost <br />¢]] <br />SAFE UPLIFT LOADS FOR R" PRECAST A PRESTRESSED U-LINTELS <br />4CAST-0M <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />erro-IT <br />Me2mr <br />SPIb-IT <br />al -Ir <br />ea- <br />apes -IT <br />AF32-n <br />aT6-2T <br />aF0-2r <br />0FY-1T <br />li <br />4-1r <br />BF26]T <br />.F92-11 <br />3'-b' (42') PRECAST <br />rob9 <br />265s <br />s2/ <br />43e4 <br />exs <br />sw <br />lmpl <br />M <br />xse <br />.2A <br />49e4 <br />ex3 <br />6 <br />TmDI <br />4'-0' (48•) PRECAST <br />"3 <br />29me <br />9mee <br />986 <br />-a <br />esri <br />am» <br />I%9 <br />29me <br />9pa0 <br />4e10 <br />9x <br />601e <br />4'-6' (S4') PRECAST <br />Rmt <br />2640 <br />21m1 <br />3315 <br />41NI3 <br />410 <br />SS1S <br />¢0'i <br />304m <br />2 an <br />99» <br />/m49 <br />4111 <br />eD» <br />S'-1' (64') PRECAST <br />a4 <br />nD <br />m <br />%% <br />Lxse <br />Sebl <br />45u <br />ax» <br />ape, <br />Dro <br />u <br />2s% <br />9399 <br />lfal <br />4re2 <br />V-Im'(1m') PRECAST <br />ert <br />25ee <br />% <br />! <br />1561 <br />36'L0 <br />1101 <br />%% <br />+199 <br />W-6'00') PRECAST <br />eBDli <br />2.1 <br />21 <br />- <br />s,¢ <br />090 <br />Nml2.1 <br />s 1 <br />91¢ <br />1'-b'(W.)PRECAST <br />VT <br />a2 <br />x2 <br />,11 <br />f <br />424 <br />240S4x2mI <br />I sue <br />(112') PRECAST <br />M <br />N <br />2,16,1 <br />D91 <br />tsro <br />Isw <br />ux <br />xn <br />Im'-b't126')PRECA9T <br />s% <br />a <br />sle <br />Im <br />- <br />n <br />2mk <br />99m <br />b% <br />I <br />M <br />1169 <br />2946 <br />11'-4• (136')FRECAST <br />414 <br />03L. <br />¢l <br />So <br />n99 <br />iml <br />UV <br />K43 <br />l <br />12'-m'(144')FREI-AST <br />.14 <br />4lm <br />12A <br />e!e <br />M. <br />1%r <br />roes <br />slur <br />sour <br />t1m2 <br />Isla <br />13'-4' [Ibm'.PRECABT <br />+a <br />sml <br />ps! <br />I!]! <br />Alf <br />em <br />1 <br />as <br />14'-O'l168')PRECAST <br />9%II <br />124 <br />eb <br />¢2 <br />41m <br />4ri <br />! <br />1029 <br />14'-B'(nb')FwEBTaE99E <br />299 <br />3M <br />Nm <br />IDI <br />2 <br />! <br />l9m <br />DD <br />n34 <br />IS'•4'(IB4')PIQBIRE <br />]N <br />23m <br />!6G <br />Ba <br />1 <br />¢ <br />yl <br />Il'-4' (2m8'PIHeTrE <br />x3 <br />!21 <br />6 <br />l!b <br />» <br />19'-4-(232')-a <br />Ise <br />rot <br />ours <br />IM <br />sm6 <br />3b <br />1M <br />9M1 <br />6 1 <br />4 <br />.13 <br />u1 <br />21'-4' (256'J'aDe <br />wa <br />u <br />RJ <br />xs <br />xa <br />{2s <br />9ml <br />9l9 <br />•xs <br />9!9 <br />.1, <br />4M% <br />VI <br />22'-O'(264'!'IapeTlaE <br />Pl <br />P4 <br />rol <br />229 <br />NJ! <br />9% <br />!» <br />sD <br />4e2 <br />s <br />u <br />sr9 <br />24'-0Y288')l•REbTRE99E <br />¢+ <br />rle <br />20]I <br />x1M24b <br />3n I <br />4aelei <br />%l <br />e <br />SAFF CRAVITV 1 DADS FOR R" PRECAST .12" RECESS DOOR U-LINTELS <br />*-I*- <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />iTT'E <br />LENGTN <br />egro <br />elf.-ro elsl.- <br />4'.4' (52') PRECAST <br />age141 <br />9 92ap 4919 e421 64 l%1 <br />%re e2m6 ea. em6m 34»4'-6'(54') <br />PRECAST <br />1+e4(68')PRECAST <br />pea5'-10-00')PRECAST <br />pIp <br />tbes am 2.1 ]Ne .142942 <br />12.2 66=I <br />3¢max <br />9¢ml'-6'(9m')PREGA9T <br />Mw ]499el{9 <br />pay <br />Mrp 2tl 9l» e143 <br />S'-B' [IIG') PRECAST <br />4K +a99 6b 2ri9 3¢9 +QMJI 9N• <br />e]6 999 D6D me 1!Q31 4" <br />SAFF IIPI IFT 1 CAM FOR It" PRECAST w) 2" RFCFSS DOOR 11-1. INTFI.S <br />CI1t�-�Ml� <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTpE <br />LENGTN <br />4'-4' (52') PRECAST <br />wart <br />era-n <br />emD <br />waart <br />we-zr <br />Ibea <br />wn <br />2M1 <br />lures <br />9,elm <br />44N <br />sup <br />y% <br />-1 <br />2%2 <br />9msb <br />3»I <br />/4/s <br />sum <br />4'•b' (54') PRECAST <br />%1 <br />I644 <br />m12 <br />Yi9! <br />gab, <br />4315 <br />4y49 <br />%1 <br />1604 <br />2212 <br />2ya9 <br />9ibl <br />42» <br />494! <br />(68') PRECAST <br />e» <br />aes <br />Hsi <br />2sx <br />urea <br />9lBT <br />%II <br />b» <br />¢6e <br />r»l <br />Isx <br />2Ma <br />3382 <br />9411 <br />5'- Im"(TO•) PRECAST <br />see <br />tw1 <br />n4• <br />use <br />IT» <br />]leg <br />a,6 <br />2.1. <br />2]ss <br />m! <br />Mae <br />2»s <br />b'-8' (8m'JPRECA9T <br />D,b <br />y2D,., <br />roam <br />2--% <br />s1p <br />lmem <br />ro!m <br />I•Jep <br />2- <br />2e» <br />ssxs <br />T-b' (9m') PRECAST <br />D0• <br />112 <br />-4 <br />I» <br />2 <br />2%1 <br />ebb <br />e9e <br />ee4 <br />I»e <br />2. <br />2961 <br />29.9 <br />9'-8' (1169 PRECAST <br />32D <br />0u <br />a9q <br />2 <br />!1D <br />ebb <br />1 Iml] <br />1 maa <br />I I- <br />I2mro <br />2l31 <br />PATIO <br />(2) 3052-SH <br />6068 SfsD. <br />I <br />R00 <br />II <br />I II <br />II <br />®11 <br />O II <br />0 _ I <br />I <br />KITCHEN I <br />I <br />PAN. <br />a' -a' r-- <br />CLG. I I <br />I I <br />I <br />I <br />I <br />I <br />1 <br />I <br />FOYER <br />I <br />I <br />(2) 3052-SH <br />� 3068 W/ <br />36 xl0' <br />L-3 <br />I TRANS. <br />O <br />ORCH <br />8'-8' GLG. <br />L- 6 <br />L- 5 <br />3052 -SP <br />BATH <br />8'-8' CLG. <br />/0 O <br />0 <br />0 <br />GARAGE <br />8'-8' CLG. <br />_ - ---16'-O�X�'-O'0J4D.- <br />e <br />------ <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 />GREATER CAPACITY THAN THE VALUES <br />STATEr) <br />44IIIIIIIII'ST-4^4TI111fLINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />IT-4' <br />SF28-IB/IT <br />L 2 <br />4'-0' <br />8F8-IB/li <br />® . ' <br />L 3 <br />1'-6' <br />6FI6-IB/IT <br />L 4 <br />T-6• <br />2F24-BAT <br />L 5 <br />4'-6' <br />SFI6-013AT <br />L 6 <br />6'-6- <br />SF16-I5/IT <br />L l <br />5'-Im' <br />SFI6-015/IT <br />MATERIALS GENERAL NOTES s Bar. la.d feungg W.w an ra ioml dmlyn amlya. per *, SAFE LOAD TABLE NOTES TYPE DESIGNATION <br />I. Yc 0' preuet IIMaI 4mmm pal 1. P`ovlG Nil marlpr b.d eM head JoIMs. ACI 9a arld AC! Sam Dm'IDP° 1. All velum Weetl on nlnlmum 4 IrldI 1. For cppOelW Imtol halghts not ehoun, <br />prmVmsetl lintel • "P pal 2. Shora filled IlnNls as r.qukad. Im. TCI mwd sw 5W of IQ, <br />Instalbtl In exlrlp concrMe Mel burring. use fs bad hu next T hel8ht ehoun. <br />3. Cxout ASTM G4l• Y 3mbm 3. ImMlktfon of Ilnwl mwt 1 Ilh th. erdtllawturel E Ian: ea a 1.... for unflil.d 1..1. met e.1- Ikula I Ws not ahoun, ws safe load F • FILLED Will C l / U • AFILLED <br />F'r 9 ' u°1ay °' maaory a.11s shall heva a mellrg or stucco applied I. aeeor_1 SEE SAFE LATERAL LOAD xcapt 6n9 <br />Psl ./ maxmun 3B k1aYr and/or sVvctural dxtel.nte. with AS- C-2S6 ar ot2ar eppov 1 7.jt,1V. TABLES FOR LOAD RA0% r.dac.d by 2m% If b.a-9 I"th le han n.xt Iwtepet I.ngUl Nlalln gLWT1TY OF 9 REBAR AT �I <br />gge9et. 1 B to II Irdl eltap 4. U-LlMals are meruf.etured eith 5 I/e' long notdee dl II. Linwe boded s4Wteneausly eIN vrtlul (jANty or FOR EACH ADDITION,aL �°° Ui°n 6 I/e kld.m. 9 All Nfa bed a units of pouMe pr Iln.er �DOTfOM OF L•REL <br />4. Carlrate Ma-9 lints (CM) per tha arlW b a -- ddate ven-I -1 ..Nforeleg and groultrg. tpuru and hxixontal rawau bads eMu W bbl. duekmtl RERi01�ED GAl FILL 2. NIT.. Nol. Rated root a <br />AbT C9m een.I- net a- 5. Refrence u.a CAST-CRETE Loatl Oer tlon 6,aph bo d ref ur edbkled bedkg oath the rolbeing puatbn-- CCIIpBE 3. Sal. I ad� a- wlpr.1-ad .11a 4 bads. 0. All bra bade W sed on sleply wpporl.e u <br />aaspr«Nve aVanjh . ISDm pal for Ilntel denectlan mr-aUon. A. Safe loads W..tl on jatle 4m or jade 60 .pan. SF 16 -1 B/1 T <br />S. R4aar pr ASTM A61S j. . 60 6. Dottom Held added rl2ar to W bcet.tl at Vs bottom new r.Wr. II. Ina nabr M th. the paremiaaia p <br />6. RapUmel V 1 ASTM A4I6 of lie lintel _11 AnPllad Ven-I bed • g lA1 I-d n' CLR TYP S. Qr 1 rsWr me be subaUWted for tow Indlutm U» cent r.dlctlon far da 4m <br />S m y ab 9 ° <br />g da 21m Ideerolaxauon 1. 1/32• dlasletr wke allrmps aro aeldod to Un W. to vaNbal toed Befa hrizonlal lutl 9 r.baro b 8' Ilnwa only filed added rebar. 1_ QUANTITY T S <br />I. <br />Florler ASTH C21m M a S bettan steel la meehenlul enchora ceps ty un (2) 5 REB4R b. TYr dmi kbta eanearllratatl Exa 4 1'-6' lintel t 8F32-IB oafs REDAR AT TOP <br />Pr t a 8�• 12. Addttlonel lawel toed I be 9''naY wa °1P L D <br />A Gast-In•pau eorvHa ury ba provb.d b conposlN Ilnul obulvd bU eM dml jlr by provldkg OdtllUOMI relnrorced GR4m a CiPbm bob hour u,. safe bad tablet by jevlty bad 6412,w w/ 15% NOMIN4L NEK <br />M Ileu or Corle.ta uraO.ry un14- ca�vata aasaery .bow U 11-L 9r deaall at rl j4: aab,alkg uu mexlaeal rml.Lklg ewIllwlt eduIXlOnx 4l7 (E5) . 5901 plf NG1"R(aL wDTN y-T� <br />end elver at d-aeey how rau or etppon. <br />A R C N I T E C T S <br />6 <br />Design <br />Gr u IR�. <br />2.491 n. rtvn2tLv ncntawr Dt.r <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 1'.0003326 I <br />F <br />ftl <br />ti <br />j <br />8 <br />h <br />Z <br />V <br />Ta <br />O <br />F <br />0 <br />8 <br />F-summ g L0,3 <br />SILVERADO <br />LOT #24 <br />BLK #1 <br />PROJECT: <br />04128.000-24001 <br />MCDELt <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SrIMG: <br />RIGHT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) <br />ARCHITECT: <br />STATE OF FLORIDA <br />4 <br />-' (( �a'TOT`P <br />II.InCLEAR <br />`L AR NO 93723 J <br />c"U. <br />PlaNT <br />DATE: <br />SCALE: 1 /4"= V - 0" <br />d0b IIT <br />AT - <br />S <br />S wai MO <br />LP LWTHL CAVITY <br />DOT TOM ai <br />F1aOVIPED M LINfEL <br />(VARIEe) <br />11�, <br />JIIII�V.[l <br />