Laserfiche WebLink
SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />SAFF GRAVITY 1 Oann FOR A- PPFCAST A PRFSTRFSSFD t61 iwpt S <br />*--4- <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />BUB <br />e <br />I <br />a914 <br />les5a <br />Ileme <br />2'-I0'(34') PRECAST <br />2231 <br />lm69 <br />4rmr <br />rIB <br />TD41 <br />esu <br />Im>K <br />IIe09 <br />3'-6' (42-) PRECAST <br />2231 <br />le69 <br />lmr6 <br />9l9 <br />4se5 <br />5w3 <br />.IS <br />runt <br />Ta41 <br />em6t <br />eBN <br />96m2 <br />tmeSt <br />Im J9F <br />IICM <br />4'-0' (481) PRECAST <br />IS66 <br />2%I <br />»v <br />]nl <br />4rm5 <br />leim <br />re <br />+rem <br />1641 <br />ri361 <br />sna <br />-Iml4 <br />1ee64 <br />em1 <br />I <br />4'-6' (54') PRECAST <br />BSS <br />xem <br />+31a <br />.-fill <br />s1 <br />316! <br />T5n <br />46x <br />%v <br />54m0 <br />IDMI <br />r2f4 <br />neon <br />9'-4' (64') PRECAST <br />DO <br />L9N <br />Itx <br />lees <br />29r0 <br />3n9 <br />Sins <br />4246 <br />V-1e•(10')PRECAV <br />1062 <br />106 <br />aB <br />w91 <br />2m9m <br />]6{9 <br />3mm9 <br />Stem <br />tea <br />1622 <br />Ixm <br />l <br />lW <br />6'-6•(18•)PRECAST <br />908 <br />'� <br />nx <br />xm <br />xm <br />!Yet <br />ltem <br />!m!I <br />Ie9e1 <br />91m1 <br />Aare <br />49e3 <br />S@wl <br />1'-6• (SOW 1ECAST <br />143 <br />ell <br />loll <br />nxe <br />nM <br />2r9f <br />x%I <br />]2m! <br />x5e <br />%tl <br />gel <br />e4r <br />area <br />B'-4' eII2') PRECAST <br />904 <br />lD] <br />WD <br />W <br />]DN <br />10'-6Yl26')PRECAST <br />415 <br />6» <br />ee0 <br />w1 <br />2o9t <br />f1Tt <br />Awe <br />6t3 <br />IOS2 <br />bS! <br />2m8! <br />2lal <br />4Tk4 <br />(136INWECAST <br />362 <br />W <br />JH <br />' <br />wM <br />2t29 <br />!n'1 <br />+mmr <br />w <br />fin <br />19M <br />1e4r <br />]+]! <br />9nl <br />4mmr <br />12'-0'(144.)P4WCAST <br />U1 <br />6to <br />sl! <br />we4 <br />I 21129 <br />2Bm6 <br />NN! <br />Sam <br />ev <br />I»4 <br />wet <br />298 <br />M4lb <br />»6f <br />13'-4'lW0'PfECAST <br />296 <br />411 <br />411 <br />T95 <br />l66 <br />IOT! <br />fete <br />NM <br />M]8 <br />eb <br />eL <br />tali <br />29w <br />me9 <br />2eB9 <br />N'-O'lW0')PTECAST <br />21S <br />424 <br />10r <br />Imm2 <br />tie <br />w61 <br />2m <br />26lm <br />4N <br />1mr <br />Imm] <br />814. <br />w6T <br />2m <br />xr9m <br />14'-8'(nb')MaelEeeE <br />NR <br />Il! <br />4x <br />ve <br />a1m <br />9mx <br />v4l <br />mrt <br />nn <br />15'-4'084') rne!al1! <br />NR. <br />tle <br />Na <br />kR <br />fir <br />saw <br />tar <br />NR <br />42 <br />1. <br />nem <br />no <br />wee, <br />2l2m <br />mm <br />Il'-4' (208'1s�elllrx <br />Nip <br />Ne <br />foe <br />w <br />w <br />Ne <br />w <br />w <br />!met <br />ex <br />eem <br />.2. <br />wm9 <br />ws6 <br />]04l <br />IS'-4- (232')stneaTleaae <br />NR <br />w <br />Na <br />w <br />w <br />Ha <br />ta¢ <br />We <br />x!e <br />+w <br />»m <br />Im9l <br />ns2 <br />a <br />nw <br />21'-4' f25f.')sleallne <br />NJ2. <br />w <br />Ha <br />Ne <br />" <br />SIm <br />B59 <br />N6 <br />72'-0Y764')f16afl! <br />NIT,, <br />wYN <br />we <br />I !b <br />5em <br />Ilet <br />Im41 <br />nab <br />1899 <br />24'-0C288')r°Isenaf <br />NR <br />1ae <br />1� <br />IrR <br />to <br />n6 <br />? <br />46m <br />Ia.a <br />aw <br />Imex <br />net <br />GAFF IIPI IFT I nADS MR A" OPPrAST A PRFPTRFCCFn ILI INTFI C <br />Cwf'e•Cwm <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />71'PE <br />LENGTH <br />me-,T <br />sn-n <br />sw-n <br />S r <br />N2+-rt <br />sofa-rt <br />F9f-rt <br />ass-2T <br />sa-fT <br />Zw-IT <br />ma <br />4-2T <br />rrf6-n <br />N9xar <br />3'-6' (424) PRECAST <br />1669 <br />IeDS <br />x24 <br />.3S <br />526! <br />.tv <br />fool <br />re5 <br />4 <br />43V936! <br />rW <br />fool <br />4'-0' (48') PRECAST <br />Bra <br />2lmS <br />s0r0 <br />see <br />Nam <br />6!A <br />rm16 <br />tx! <br />29OD <br />norm <br />xS <br />4510 <br />6329 <br />sag <br />4'-6' (54') PRECAST <br />n0l <br />2m40 <br />]lm1 <br />!3M <br />4m13 <br />4111 <br />5819 <br />n01 <br />2m10 <br />21m1 <br />4lN <br />9 l9 <br />W-4' (64')FRECAST <br />Imr <br />nb <br />m <br />ux <br />lA69 <br />-1 <br />-2 <br />ww <br />nb <br />.1. <br />2- <br />934! <br />-1 <br />-1 <br />V-104(10') PRECAST <br />s_aL2&4S3 <br />Srl <br />5W <br />xlm <br />4B9 <br />6'-b• (le') PRECAST <br />el6 <br />] <br />1261 <br />nu <br />a!D <br />41m1 <br />- <br />1 2- <br />fleet <br />1261 <br />3ln <br />(B0')I-MCAST <br />Vl <br />1a6 <br />wf <br />] <br />2 <br />4 <br />24 <br />2 26 <br />!Y!G <br />S'-4• (112') PRECAST <br />fb <br />Eta <br />De <br />w1! <br />- <br />269 <br />10'•b'(Ub')PRECABT <br />59m <br />4 <br />ew <br />IW <br />Nr <br />toll <br />6!m <br />s9s <br />N,: <br />r163 <br />mx <br />29w <br />(13W)PRECAST <br />na <br />103 <br />BI9 <br />fb! <br />46t <br />r01 <br />uv <br />1i+3 <br />lab- <br />2wl <br />12'-O'(144')F'Iffl:ABT <br />41m <br />124 <br />Wl, <br />16! <br />us <br />dm <br />+10 <br />alma <br />wwe. <br />2 <br />(160',}°EECAST <br />N <br />seta <br />IW <br />192! <br />Taim <br />w9 <br />Ix'1 <br />14'-0'(WS')P1iECAST <br />.!!L.4sm <br />!.4 <br />9% <br />124 <br />41m <br />4l6 <br />In <br />erg <br />nett <br />14'-8• (IT-' - - -- -- <br />2- <br />5!4el <br />rV <br />e19 <br />9L <br />aR <br />nNs%el69+VVlatl <br />x9fM-ax3]mp69u <br />n4Ml+ <br />IT-4- (208'JFW6Ta <br />S-SJfr43•rmet6»Vwealr <br />Tr-s5!6549]f+2l09!lT21 <br />lNB4m59w6 <br />S'-4' <br />2 <br />6 <br />lJFPsP1tRIltaEaee6BTtTTtlaIettE!ea <br />I <br />22I2IS241''-'-'--44O0'' <br />'Y(([22218B9646B4'')'') <br />B1 <br />Pl <br />e <br />3 <br />3 <br />-2 <br />24 n <br />4 <br />!n <br />455 <br />w <br />]l <br />161 <br />e1r <br />SAFE GRAVITY LOADS FOR e" PRECAST r/ 2" RECESS DOOR U-LINTELS <br />�sr-GMn <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTT'E <br />LENGTH <br />w1i <br />a wens alel.-m news arm- n.fs- <br />4'-4' (52') PRECAST <br />Me !]e0 4l49 6+]I 6489 1561 <br />wx <br />16R 3rY] 52m6 r699 norm Stan 1m699 <br />4'-6' (54') PRECAST <br />H6t <br />CJ 9mbS Te`!2 SBs! 49K 5924 snot <br />n xel stets u!e worm sne Imae <br />5'-8' (bS')PREGAST <br />vet met nw 2211 xA99 9t0] 9xr <br />Iw1 I4el l le,l 991 <br />5'-W'(10')PRECAST <br />ew <br />M! wa! wmm 2n4 2r+e -1 ll <br />10 2St2 4242 - l al <br />b'-8'(8O')PRECABT <br />lea <br />�I IW6 alto 9m40 1141 61b 1960 <br />tml 162a 9n0 note l6S 609 <br />l'-6' (B0')PRECA8T <br />To N6D 2469 !V6 6l4! V99 %29 <br />66e <br />165 NW 2- .111 5l4! <br />3'-8' (116') PRECAST <br />411 <br />Orr 999 fare m69 3n9 4091 9N6 <br />e2r 699 ISrr 2fD! 9n3 4Alm Sall <br />SAFE UPLIFT LOADS FOR A" PRECAST w/ 2" PECESS DOOR U-LINTELS <br />Gaara4�eM <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />4'-4' (92') PRECAST <br />0106.e <br />web-2r <br />6a6 <br />- <br />eRle-n <br />WO <br />-1-1- <br />wets. <br />2x2 <br />9mx <br />161 <br />-1-1 <br />4t+6 <br />6N0 <br />e� <br />166a <br />2x2 <br />9mSr <br />1161 <br />4445 <br />6Hm <br />4'-6' (54') PRECAST <br />xl <br />wmt <br />22V <br />2v5 <br />lrmi <br />42Tk <br />4-.- <br />%l <br />IM4 <br />2212 <br />2e16 <br />limn <br />vv <br />454E <br />V-8' (68') PRECAST <br />rT! <br />Q.S <br />net <br />W6 <br />1 <br />a- <br />-1 <br />- <br />- <br />- <br />Wr <br />te64 <br />9x2 <br />9911 <br />PRECAST <br />- <br />n01 <br />nK <br />2256 <br />i19 <br />216e <br />r66 <br />n!! <br />nos <br />2f66 <br />2Tv <br />!]er <br />2- <br />6'-e' (WI) PRECA91 <br />net <br />em,., <br />w!m <br />2 <br />tern <br />elm <br />166m <br />SW <br />Sam <br />2426 <br />]a9 <br />Ai29 <br />T-6' (50') PRECAST <br />Smr <br />142 <br />tl64 <br />M <br />2. <br />]6s <br />nets <br />a96 <br />bs4 <br />n6D <br />lYr6 <br />]%l <br />]96B <br />V-8- OW) PRECAST <br />Yi <br />vn <br />2 <br />9Y <br />660 <br />IM] <br />B6r <br />I <br />2mw <br />fall <br />PATIO <br />L- 4 <br />L-3 L-5 <br />(2) 3052-SH 3052-SF <br />6068 SLsD <br />ROOM <br />I II <br />II <br />II <br />®11 II <br />BATH <br />0 I e l l I I 8'-8• GLG. <br />_ I � <br />I i I I ISTOR I I I <br />KITCHEN I I m O <br />0 <br />8'-8' CLG. I I I I GLGI. <br />PAN. O <br />GLG. IL - <br />I I o <br />I --- <br />L--J <br />GARAGE <br />8'-8' CLG. <br />FOYER <br />W-8' CLG. <br />(2) 3052-SH <br />3068 W/ <br />I 10' TRANS.L_� I PORCH <br />I 8'-8' CLG. L'-2 16'-0'X'1'-0'01-ID. <br />-------------------- <br />------------ ------ L-1 <br />L- 9 L- 8 <br />LINTEL SCHEDULE <br />NOTE: THE LINTELS MAY 15E SUBSTITUTED WITH <br />LINTELS PROM ANOTHER MANUFACTURER AS <br />LONG AS THE LINTELS AREOF EQUIVALENT OR <br />GREATER CAPACITY THAN THE VALUES <br />STATED <br />■ <br />ASRE7'Er LINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L I <br />n'-4- <br />81=28-I5/IT <br />L 2 <br />4'-6' <br />8F8-75/IT <br />_ ' <br />L 3 <br />1'-6' <br />BFI6-IB/IT <br />L 4 <br />1'-6' <br />8F24-IB/IT <br />L 5 <br />4'-6' <br />8F16-05/IT <br />L 6 <br />6'-6' <br />BF16-I5AT <br />L T <br />5'-10, <br />8F16-05/IT <br />L 8 <br />- <br />- <br />NOT USED <br />L S <br />II'-4' <br />SFI6-IB/IT <br />MATERIALS <br />GENERAL NOTES <br />a Saf. mad rot based on latlooal deal n anal le <br />NNqq a P� <br />SAFE LOAD TABLE NOTES <br />TYPE DESIGNATION <br />I. Fe 8' preuet I! 1 4 6 pal <br />2. f <br />ICIT <br />I. s,- f[ IWI mortal b.tl and add Jolnt•, <br />2. 9Fnre flll.tl Ilrn.b r.9i,h.d. <br />ACI !IB end ACT 530 <br />'n' ° I <br />I. All veluu Wed u nlnllm.l 4 Inch <br />1. For eo. Ibt.l MI • not ehoun, <br />r preet AST1e -9 p•I <br />3. Cxoul per AS1M Glr Fg 3000 <br />pe I e( nexbNn !/8 bch <br />aggrmgete t B to II Ir1d1 slur*• <br />ae <br />3. Instelwtbn or 11-1 -1 conply .Ith the arduteetwel <br />end/d etructwal douerA•. <br />4. U-LMtele ate menur--1 math B IA' long rot isa at <br />I0. 11a .zlsid nefaee U IlMels Inslall.d b ..lrtd falaele <br />n II• shall hay. a coat N stucco Ilad b acoddanc. <br />worry 01i -S °� <br />slab ABTM C-2S6 d other pprowd eoating. <br />It. Ll,, m°d.d Ith <br />nanlnel b.arlrl8, <br />Exeeptlon� 8ef� IeeW fd vlfill•d IIM.I• nwt <br />WE SAFE LATERAL LOAD <br />TABLES FOR LOAD RAIRIG W r.due.d by 7OS If beerNlg lagtll I• <br />bO° �n 6 I/2 bdr•. <br />1-1.d <br />u•e fe load hdn next T bi#lt •boon. <br />e. Fd = bngthe not eflouel, taw oafs load <br />bon slat long.at 4egth shown <br />3 All safe bade w unite of I(near <br />F • �� WTM tal¢d]! / U 13FILLED <br />p�ANTITy OF 9 IILrpNt AT <br />4. CerlcraLe Masonry Uilb (Gh21) per <br />ABTH C90 w/mininum net area <br />Vr aid• to aocomodet. vertlul cell r.lnf«clog and 9ra+' 1^S- <br />5. R•ftsee Vr CAST-CRETE Load D.19KLIon Graph bretllre <br />.1-1tanrwaly vertical lgevlty d <br />uplift) and hd -tan (WLdaU bad• eheuld be docked <br />fd lh. cambin.d bading math the folla•bg djuatbn: <br />,.: <br />- • <br />FOR EACH 4DDRIONAL <br />FEa.8Omw CYU RAL <br />2. NA Not Ret.d <br />3. S fe bed• aro •up -"Ind alloubi. bade. <br />polx•de par <br />foot <br />10. All W. loads Weed on slrply npp--1 <br />�BOTfpy C} LaREL CAVITY <br />u <br />cdlpr.•alve a4ength F900 p•I <br />/or llnt.l dsllectlon IMornetloe <br />' <br />r- � <br />4. Bar. load• Wed u G 40 dSr.- b0 <br />ga �a <br />m <br />�� I / T <br />t <br />9. R r per ABT-I 36B grade 60 <br />6. Reetreeebg ABTM <br />6. 0-- n.ld added r r to b. bated et tM bottwn <br />1-1 <br />[+pRlled v�ltael bed Alwlled i-,1 tea feed <br />, t.. <br />�' CLR TYP <br />n.ld sitar. <br />IL Th. nn6� m tM the pareMb•N <br />- <br />✓ 0' <br />� <br />.Nand par A416 <br />Bede 1l0 bet rabxetion <br />or the uvhy. <br />1. l/3Y dlan.l.r .Ire et6rvpe are wldad to the <br />• S IID <br />Sef. vertlul bed Sef. I <br />hd zornal bad <br />9. Oro 1 rs/2ar may b. wbNhut.d fw top <br />9 b B' IIM.N <br />bdbetM the parcoa raducllon for gads 40 <br />L_ <br />I GUAN2RT OF 5 <br />'t <br />1. Mortar per AB1M C2T0 type M d B <br />bottom et" rd no henlcel an ilda8e <br />/21 9 REBAR <br />reaxre onkJ <br />6. TYr dalgner nay <br />nob added rebar. <br />Exaaple l'-6' IhMI type aF32-IB <br />MBAR AT TOP 4 <br />'I <br />8. Cent-b-pku eoner.te may b. provb.d In eerpe•A. IwIN <br />tl. Addltt-ai la-t Iud opacity un be <br />dxaw.d by tfr de.lgrr by providing adtlKbrbl relMoread <br />FA.4m d GRbm <br />rvalwl. cencaWet.d <br />bade bon 1Y. -1. bad tal. by <br />mfe <br />gr-ty bad • 6412-./ 15% <br />L N 1`44- lEIC>fn <br />a <br />In INu of C4xKr t. ma•orry tone. <br />ewrlse. worry ebew tIr Iwl.l. Bu d-,'t a rfgM: <br />ulculatbg Ur m .I- -lstbg n,onl.rA <br />end door at d-aawy roan tau or s.Fport. <br />.6-tbne6412 (25) . 5501 plf <br />NOMMAL WDTN <br />A H C H I T E C T 3 <br />Design <br />Group-i9�. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.a bdesigngroup.com <br />AA 4: 0003326 <br />h <br />IW <br />R <br />0 <br />O <br />F <br />0 <br />ti <br />W <br />0 <br />d <br />9T mmm at LOT <br />SILVERADO <br />LOT 19 <br />BLK 1 <br />PROJEC" <br />04128.000-19001 <br />U01=1 : <br />4EHB <br />°2605-HAYDEN" <br />GARAGM 9IWMG: <br />RIGHT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST-CRETE) of <br />ARCHITECT. - <br />STATE OF FLORDA <br />�1:- CLEAR <br />Cnu <br />DD T 11/03/16 <br />9CALE: 1 /4"=1'- O" <br />G.sY11If <br />9 REBAR AT BOTTOM <br />91"ZEEZ' <br />15 LINTEL CAVTY <br />OOTTQI RE6FORCMG <br />PRONDm M LMrEL <br />(VARIES) <br />