Laserfiche WebLink
SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />SAFF GRAVRV 1 nAnR FAA A^ ORFr`ART R DRFRTRFSCFn 11-1 IRTFI C <br />0-*- <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />y <br />LENGTH <br />&18 <br />yr- <br />yD-r <br />eFlr-D <br />ya4-D tD <br />-D <br />2'-10'(34•) PRECAST <br />2231 <br />a <br />lmre <br />4emD <br />e1D <br />61D <br />,541 <br />leaf <br />8!1{ <br />1069f <br />IDDe <br />IrM <br />3'-6- (42') PRECAST <br />2231 <br />lr6e <br />lmre <br />na <br />aemD <br />.1a <br />61a <br />sem, <br />t5a1 <br />emea <br />es14 <br />51D2 <br />1ODD1 <br />IIDmS <br />4'-m' (48') PRECAST <br />1966 <br />M61 <br />riv <br />]'1DI <br />4e0! <br />DND <br />wD <br />4MA <br />leaf <br />9^JI <br />rDM <br />,Ole <br />iD»a <br />r1D1 <br />I <br />4'-b' (54•) PRECAST <br />ggg <br />KD <br />trD <br />]p0 <br />49l <br />2vl <br />rlD <br />s1Os <br />i541 <br />4Du <br />NV <br />910a <br />Im2ea <br />r224 <br />5•-4' (64'1 PRECAST <br />IIn <br />�' <br />W° <br />�" <br />]Dam <br />DD9 <br />9sY <br />4ND <br />WD <br />90'DD <br />99rD <br />lD4l <br />l <br />r'199 <br />5'-10'(l0')PRECAST <br />1062 <br />Itme <br />Ifs <br />rDl <br />Im9D <br />3449 <br />DOPJ <br />NlD <br />1a51 <br />% <br />{3e0 <br />l <br />lw <br />PRECAST <br />gm8 <br />use <br />vas <br />2m <br />xm <br />34D0 <br />s4em <br />3m31 <br />5sel <br />s,mt <br />asset <br />4sas <br />emrl <br />l'-6' (90')PRECAST <br />l43 <br />bn' <br />ri3x <br />na! <br />%9B <br />91DI <br />lraD <br />Iql <br />nay <br />2ul <br />Sass <br />arD <br />ear <br />w <br />V-4• (1129 PRECAST <br />Be,4 <br />6De <br />,92 <br />11r0 <br />D4D <br />r2e <br />2Dsa <br />Me4 <br />D/K <br />Sore <br />2rD <br />sam <br />W-6YI26')PRECAST <br />4l5 <br />W1 <br />2ma3 <br />nTl <br />2rs <br />]Dar <br />r4! <br />1Dl2 <br />Dss <br />2ma5 <br />nel <br />%a <br />ales <br />ll'-4' (13W)FRECAST <br />362 <br />ere <br />DID <br />tDrr <br />rK <br />2{2! <br />!D, <br />4mm4 <br />DN <br />�i•D <br />8s6 <br />.46 <br />24M <br />4Ome <br />I2'-0'(I44')PRECAST <br />33l <br />sao <br />DID <br />ev <br />av <br />Da4 <br />129a <br />rra <br />re4 <br />alas <br />2- <br />2rO6 <br />tame <br />sD52 <br />DSD2 <br />13'-4'e"'PRECAST <br />256 <br />4n <br />4l1 <br />ve <br />TDD <br />IDv <br />IDIB <br />Hxr <br />R% <br />r:D <br />rY <br />xsle <br />Mr <br />]� <br />]Yi <br />14'-O'(WS'PRECAST <br />219 <br />4]a <br />1ms <br />tmm2 <br />DSr <br />r51 <br />xm <br />2rse <br />«J <br />fete <br />rD2 <br />Dri <br />rs, <br />2m <br />U'-8'(nb')PaeDTaf2 <br />NR. <br />45B <br />,AS <br />310 <br />2M <br />Mn <br />no <br />15'-4'(184') <br />NTt <br />raR <br />IW <br />lee <br />IW <br />IVR <br />4D <br />TID <br />tam <br />nss <br />]etas <br />2N0 <br />MS <br />Il'-4•(2OS')'- <br />NR <br />596 <br />9e0 <br />.2. <br />MmD <br />ray <br />2041 <br />19'-4'e232') <br />N1¢. <br />- <br />- <br />Ne <br />lee <br />rat <br />f.t <br />2D9 <br />4. <br />Ti0 <br />lDll <br />DB] <br />DD <br />nr <br />71'-4'(2S6') <br />NR. <br />ra< <br />1ae <br />roe <br />rD <br />3aD <br />55D <br />e45 <br />nR <br />tses <br />N6e <br />77'-0C264•)rxEenE <br />NR <br />1M <br />so <br />eem <br />,a4 <br />Ims, <br />tsee <br />24'-0T288')1arDe <br />NP_ <br />lee <br />roe <br />ra¢ <br />Ds <br />2!0 <br />4Dm <br />sea <br />ass <br />lest <br />12n <br />GAFF IIDI IFT I nAT2R FGR A^ ORFr`rCT A DRFCTRFCCFn ILI INTFI C <br />CAIPGMw <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />7T-pE <br />LENGTH <br />II <br />•w-n <br />y lT <br />--n <br />M4-T <br />yV <br />;a <br />2T <br />m <br />4-n <br />T <br />-F556e92A]D9errDDMM6l-22l <br />1 <br />MseeI199aIsDD0ml <br />3-6(42') PRECAST <br />�DaDDwIDM6rD'lIraSD!I <br />5DMDD! <br />41323393r9Dr99lAHD94{ <br />4'-m'(48') PRECAST <br />!999x¢bl99eyN2400l <br />4'b'(54') PRECAST <br />IW <br />2" <br />"'M <br />41 <br />]ri%I]O1D91OP <br />5'-4• (64') PRECAST <br />1n <br />ea,1Dmlln--995S2nI1 <br />nD <br />26 <br />9rle0 <br />48n <br />5'-10'00')PRECAST <br />D05 <br />Dal <br />-"- <br />4a3 <br />Del <br />lND <br />YYL9 <br />31O1 <br />3r20 <br />4t33 <br />61-6' (l8') PRECAST <br />va <br />!w <br />nD <br />Dea <br />a2D <br />! 1 <br />nD <br />1'-60 (9m•) PRECAST <br />r2 <br />2I] <br />41 <br />Dx4 <br />r24 <br />xm2s <br />a <br />2D2, <br />DYb <br />S-4' (112') PRECAST <br />I <br />H <br />Ir6 <br />D <br />2emr <br />5D1 <br />2 <br />r{D <br />1%D <br />riB <br />191-61(1261) PRECAST <br />930 <br />9 <br />9r <br />Ire <br />xdl <br />D!D <br />e!D <br />Rl2 <br />r1r3 <br />2m55 <br />II•-4' (136')PRECAST <br />14 <br />rm➢ <br />im31 <br />m, <br />t110-1 <br />ma <br />ID4a <br />on <br />1r49 <br />r <br />a <br />12'-O'(IM')PRECAST <br />M <br />411 <br />124 <br />Y36 <br />M3 <br />D <br />4,m <br />e5m <br />ler <br />2 <br />D'-4' 060' PRECAST <br />4r <br />eDt <br />114s <br />uxs <br />% <br />I <br />14'•m'(IbB')PRECA6T <br />ss{ <br />!De <br />124 <br />n <br />41m <br />4M <br />In <br />10r9 <br />RY2 <br />14'-b' (Ilb'1 PR2BTIE <br />129 <br />24r <br />9 <br />-3 <br />,T <br />aM <br />9le <br />IIDI <br />ni <br />15'-4' (1547 F'REetee <br />a 4 <br />x3m <br />9 <br />3rr <br />w <br />n <br />12 <br />1 <br />Isr <br />n'-4• (208'2°1aae11Eea <br />D� <br />%3 <br />3D6 <br />sei <br />s 1 <br />lam <br />r <br />ve <br />I <br />ry <br />Rv <br />19'-4'[232')PIZe <br />r2 <br />22e <br />Sae <br />«l <br />Dal <br />e41 <br />ltl <br />21'-4• (256')PRIISTIeE <br />rr <br />R <br />R <br />riD <br />J91 <br />4M <br />3V <br />eM <br />9!l <br />MI <br />121 <br />Rxl <br />22'-m'(264')FllD <br />Dl <br />rl <br />lei <br />22! <br />2. <br />- <br />Dl9 <br />DD <br />a6] <br />Dae <br />rr <br />r <br />9'Ue <br />24'-mY2B8')I'1ED,1� <br />G <br />tl4 <br />m <br />]e, <br />sl9 <br />4es <br />41r <br />492 <br />1e <br />5r1 <br />re <br />SAFF GRAVITY 1 OAOS FOR a" PRFCAST.12" RFCFSS nOOR U-LINTFI S <br />4--+_ <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />ENGTH <br />mV' <br />a1.•-D slew el.w.e w6e t- e1a»- as <br />4'-4' (52') FIRECAST <br />r% <br />n49 s3» 3SrD {D{9 542I 6{93 l%l <br />Yal 9rY! 9 ND9 ime0 94,9 le'D9i <br />4'-6' (54•) PRECAST <br />Rya <br />P'x 3M3 MD2 3wJe 49r6 9e24 rDD4 <br />ner 35f5 Same r.y, emem 311s IDDID <br />5'-9' (66')PRECABT <br />92m mo nr xm 2AY! s4mx s <br />u., 2YI l Wit <br />5'-10'(l0')PREGASt <br />r1m <br />MD Ir5! 204 xs4s 9M 31arm <br />IN a342 4]442- a 66 <br />b'-H' (80')PRECAST <br />Al <br />'>� W6 3W 5Da8 nn 5aK 13e0 <br />9ml Ir2s 50b leB 5419 <br />l'-6' C9m')PRECA9T <br />R'-D 2459 3TW 5,43 ,239 56M <br />ee9 <br />Tse RDD 24D5 311r 914D <br />9'-8' (IIb'/ PRECAST <br />� <br />are ^JA DbD ZM9 9e9 4r91 91K <br />5a0 Des Dr8 ]MD !R9 {DD S.Di <br />SAFF 11P11FT 1 nAnS FnR S" PRFCAST 1e12" RECESS n(1f1R 11.1 INTFi S <br />Glfi•*Mw <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH- <br />4'-4' (52') PRECAST <br />new- <br />am9R <br />rtr2-2" <br />IKeT <br />esst- <br />905s <br />rz <br />n91 <br />ecu-m <br />enr..- <br />4445 <br />•sar- <br />wee. <br />DRm <br />yps•p <br />sib <br />4'-6' r54•) PRECAST <br />'24e9 <br />Simi <br />42154Da35'-e• <br />e"')PRECAST <br />m <br />ere <br />Mee <br />2ro4 <br />!x2.2.5'-10'rlm') <br />PRECAST <br />2m <br />dw <br />2M(80')t•RECASTRm <br />aDm <br />2429 <br />%le <br />9e29 <br />l'-&' (90•)PRECAST4 <br />2 <br />]er <br />2DrDr4 <br />nre <br />r69'-e' <br />(116') PRECAST <br />e <br />I <br />D <br />nn <br />2Or <br />2SDI <br />BEDROOM #2 <br />8'-8' CLG. <br />1 <br />O <br />0 <br />11 XX­T� <br />IS TORI I I <br />SLR <br />DLO. <br />GARAGE <br />8'-8' CLG. <br />PATIO <br />L- 4 <br />L- 3 <br />(2) 3052-SH <br />6068 SfsD. <br />LIVING <br />ROOM <br />W-W CLG. I 8'-W CLG. <br />I <br />I <br />I <br />I <br />I <br />1 <br />FOYER <br />1 <br />I <br />� I <br />36'XIO' TRANS. <br />-------1--O---- O <br />---- L-2 <br />L-1 ------ <br />L-8 <br />LINTEL SCHEDULE <br />NOTE: THE LINTELS MAY E,E SUBSTITUTED WITH <br />LINTELS PROM ANOTHER MANUFACTURER AS <br />LONG AS THE LINTELS ARE OF EQUIVALENT OR <br />C.REATER CAPACITY THAN THE VALUES <br />STATED <br />IN <br />PAN. <br />I I CLG. <br />�I I <br />IL--J <br />FLEX <br />8--W CLG. <br />(2) 3052-SH <br />I <br />I L-7 <br />I <br />I <br />L-9 <br />AST-4I4ET4 LINTEL SCHEDULE <br />LINTEL <br />NO, <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />1'-4' <br />8F28-16/IT <br />L 2 <br />4'-6• <br />WS-ISAT <br />_ ' <br />L 3 <br />1'-6' <br />BFI6-15/IT <br />L 4 <br />1'-6' <br />8F24-113AT <br />L 5 <br />4'-6' <br />8FI6-015AT <br />L 6 <br />6'-6 <br />8FI6-15AT <br />L T <br />5'-10' <br />81=16-015AT <br />L e <br />11'-4' <br />8FI6-I5/I7 <br />MATERIALS GENERAL <br />I2. . Yrce 8p' rpe•r mV etedIIMIeDnI e. l 4. D6IAm9OpDapl •I I2. . F8YhoovroidefllbNdII IrcIIMn.taNbr OdbseTdreEaqnuSdireMd.ad lokne. 910. . STaMh eloxtadrlwra•tgrrauredd oIInM.aIe ioIroul dllaed ighn aoxtalyriHws paconcrete „�eI SAFE Ll bO.AMiDng. TABLE NOTEw. d , TYPE DESIGNATION <br />ACI 3r ad 5m 1. All yobed on mMium 4 Inch te xel ni-ID!r)ay(CauABtARAT <br />,a <br />iron neM ewer Might ehoen. <br />3. Gout Per AST-1 U16 rg • WM 3. Wtdllatlon a IIMeI rot eeeply with Ur arWtectural maeary wall• •roll rove a coatMg d •tueeo applied In aceerdance SEE SAFE LATERAL LOAD Exuptlan: 9ah loads fw uMllled Ilnl•1• must D. Fw IDlel• lengUr rot •Mean, we •eh load F <br />•FILLED tRTil GRplT / U • IlFLLLED <br />esl w/ Mxmnnl SIB Inch and/w etrucnral dooawtla. wllh A C-296 w othr vd coati •' t` b. -ducal by 20% If b-IMS Iargth I• Ron ,rzl Idpelt IengUt Mteun yWTITY (i S IQBAR AT <br />apPe ng TABLES FOR LOAD RATMCs d• D to II Drh •kp 4. U-Lbtel• are merufaeUred with 5 112. long not io et II. LIM.I• loaddFOREACH4DDRIONALlees6NNdl••All seta lu In units d pounds per IinaerppTTOlya. Conerah hr•my Unita (01Upar Ur eM• t0 aaomedete vartlrAl cell roMorebg and e, frMirlg. n) hoisontal (1,lt .0 bad• should b• dtecked RE DFOI�'Fy qy) FULL 2. NR .Not Ra4ed rod. F <br />ASTM C90 wrllnh•In not Brea 6. Reference tM CADT-(',BETE Load D•flectlon Geph brod,w fw fir combined loading with the re I-1ho agwtlon: CQJIFBE 3. ear. loads are •I}2erYiMFw••ad allowable loads. 0- All ire 1-de based on slrply eUpPI-I! n <br />Gonpr.•uve •Vangth 1900 p•I rw IIM•1 darlectlon IMamatlon 4. Sara load• based gads 40 w gad. 60 .pan. <br />5. Reber per A9T't 361D gad. 60 r. Botlan rleld added tabor to be bested at the bottom Mid tabor. n. TM ,uk2ar m w w persNml• V IV G.J D' G C,2BCItfr <br />6. P =20ss Yard ASTr'1 A416 of the IIM•1 G . ARIDIIetl vMleal bed • MDlled InrI_l bed _ R' CLR TTP D. dr n reber .r be eub•Ututad fw two Intllee4ee Ur •duellon fw G 40 'E <br />e5 • Pet y 5 1m y percan r ga 1 <br />gr e. 210 bw r.la-%f- 1. l92' dlaeets wN eurrw. aro -lead to the Saf. vortical load Soh hwlsoMel bed 9 r.ban M r' Ibt.l• onay Mid setae tabor. 1 L- OU4NfITY Cf 9GAVITI- <br />l. F,wtb Po ASTM C210 type M w S botlan •fool fw n.drn141 encYdage 12. A tlwrl Mtarai load I be (]) 5 IEBAR 6. TM Galgrler nay wa Wls con4nVatad Etrapb T-6' IMlel ttq- YP32-m ure I L FEDAR AT TOP r <br />D. Coat -In- r- conuY.t. m. 1- I In n• 11M.I capec ty can by gdvey bad . 6,12re, w/ 15% L N "A. rEl6RT BDTTCH WEItFOR( <br />p Y prey �•Pe• obuard m�a Ur dmignar by providing additlanal ralMorc.d GR40 w GR60 lead• Ran U» eat. bed tabl.a <br />M Ilau of eo,1 -.0" Mils- tens•- above the 1 -1. 9- detail at r ealeurting the naxlnnan rpletNg monwn reduetbn�6412 (.85) • 55m1 plr L T-e/e•ACTx•L PROVID137 M LIM <br />' end sheer at d-a-V Ran Rau d etOPort. N' HAI_ wDTR �• urr:uu (VAWES) <br />A R C H IT E C T S <br />6 <br />GDes�n <br />rou :ne. <br />Lori G. rtuRnw rte4elanrt DI -au. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-77440, 8 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />w <br />ti <br />Chi <br />FO <br />4 <br />0 <br />F <br />2 <br />SVHDIV. a X. <br />SILVERADO <br />LOT #11 <br />BLK #1 <br />PROJECT/ <br />04128.000-11001 <br />MODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) or <br />ARCFW ECT2 <br />STATE OF FLONDA <br />P � Dil/O9/16 <br />SCALE 1/4"=1'-0" <br />SHOW <br />1 B <br />