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A R C H I T E C T S <br />SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT & LATERAL LOADS <br />evrtv I Hens FnR a^ PRceemT a oRcsmececn u_1 IarrFl c <br />Citaltl•Gww <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />eU6 <br />aw-D <br />am-D <br />rw-D <br />- <br />sna-D <br />ID <br />-n <br />2'-10.04') PRECAST <br />2231 <br />3060 <br />3mb9 <br />a6oD <br />460D <br />613lsa� <br />bti <br />sal <br />Ku <br />Kla <br />t0384 <br />1w08 <br />3'-6' (42') PRECAST <br />2231 <br />3069 <br />3e49 <br />3lD <br />460J <br />Dw3 <br />bN <br />6601 <br />sal <br />aana <br />SDm3 <br />lo)Da <br />IDLDI <br />Mot <br />4'-0' e,169 PRECAST <br />1566 <br />t l <br />2693 <br />2,5I <br />46M <br />3520 <br />*0 <br /><Dt0 <br />1641 <br />DKl <br />•Du <br />1p34 <br />mSoa <br />DIm'1 <br />Hoot <br />4'-6' i'"') PRECAST <br />Iggg <br />P 5 <br />x <br />2W <br />bl <br />2M1 <br />61D <br />31D3 <br />bli <br />Kn <br />SIDS <br />6n4 <br />5'-4' (64')PRECAST <br />12n <br />°at <br />Ia3D <br />b•t <br />256m <br />3Q9 <br />36K <br />424t <br />wb3 <br />308• <br />S%6 <br />s4 <br />•133 <br />V-10'00')PRECAST <br />W62 <br />D]>7 <br />m <br />w31 <br />20to <br />2Dat <br />3009 <br />3410 <br />MDI <br />]63] <br />4N0 <br />1w <br />llm <br />6'-b'(18.)PRECAST <br />y08 <br />°'� <br />Q3D <br />xm <br />2111 <br />Neo <br />34D0 <br />3031 <br />53a1 <br />)T01 <br />a360 <br />a3D3 <br />DW.1 <br />1'-6' (90')PRECA5T <br />143 <br />�' <br />36S' <br />]bSD <br />9bl <br />36K <br />Iml <br />Pnt <br />I <br />3aM <br />eia <br />eb, <br />64 <br />9'-4' 012') PRECAST <br />554 <br />btt <br />D60 <br />w» <br />2D64 <br />34K <br />xsb <br />3302 <br />3 <br />IDa3 <br />4 <br />4 <br />63tW <br />10'-&YDb')PRECAST <br />411, <br />D35 <br />_L4L <br />M <br />Q41 <br />tots <br />tlT <br />xw3 <br />tDr <br />643 <br />10l2 <br />D33 <br />30ti <br />ITN <br />41D4 <br />II'-4' (I36')PRECAST <br />362 <br />Daa <br />D66 <br />ro46 <br />2423 <br />3Ql <br />4mK <br />6a3 <br />Las <br />1966 <br />w46 <br />2mowz2NNlDs33tT <br />4tn]332]60eNsD5DelY3mD•5SRD0e0 <br />49T <br />R111451''''----O484''''1(((4I2IlBt0b448''')))' <br />33l <br />� <br />1111W6644NleaettRa•e6a4 <br />13'-4'(W0'PRECAST <br />256x]2t3lsNs9aQ1o•Rw <br />32234 <br />14'-O'(169')PRECA5T <br />,leDltfRaKKDvv¢D <br />I1Immm0pN!R0PDa4a2T <br />2vw¢,l5D <br />Wb <br />Q <br />2630 <br />NR <br />w <br />bo <br />190a <br />Zan <br />ae <br />NA <br />am <br />Qx <br />M3 <br />20Ja <br />2m <br />IPPPFRIRImsfE6SC <br />NR <br />b <br />a <br />a <br />N <br />—4 <br />a. <br />M• <br />bxb <br />woe <br />last <br />L", <br />19'-4'C232')I�e <br />NR <br />tr <br />Ne <br />Ne <br />— <br />Me <br />- <br />tee <br />t35 <br />4w <br />no <br />109, <br />Qet <br />DD <br />nw <br />21'-4- (2569 <br />NR <br />roe <br />NR <br />eR <br />rax <br />mo <br />3Io <br />eta <br />DID <br />Q4 <br />U'SL <br />IK0 <br />22'-OY264') <br />NR <br />'a <br />w <br />Na <br />ee <br />Ib <br />38 <br />aDo <br />1Da <br />I0a1 <br />Qb <br />DM <br />24'-0r288')ntee <br />NR <br />let <br />we <br />Qs <br />25o <br />a6o <br />6Da <br />two <br />1092 <br />an <br />SAFE UPLIFT LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS <br />CMI•CMw <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />C M <br />—IT <br />DPI6-Q <br />-Q <br />aF2 <br />aF3•-Q <br />filJ-Q <br />LENGTH <br />"41 <br />f2-21 <br />aF16-x <br />o-I <br />a-2T <br />s]o-2T <br />OFn OT <br />3'-6' (42') PRECAST <br />669 <br />26D6 <br />3D34 <br />4)t4 <br />SM3 <br />bW <br />, l <br />669 <br />26DS <br />3614 <br />a <br />D2b3 <br />bW <br />,Pat <br />4'-0' (48') PRECAST <br />963 <br />306 <br />3040 <br />3DD <br />b1 <br />63x6 <br />i019 <br />Ila, <br />]'A <br />3ob0 <br />Sala <br />b <br />D3ll <br />6m'18 <br />4'-6' (54') PRECAST <br />Q0l <br />20a0 <br />2101 <br />33s <br />4043 <br />Ia <br />1319 <br />3d0 <br />Ilml <br />3 s <br />4043 <br />4TI <br />D919 <br />5'-4' (64') PRECAST <br />Imc <br />nw <br />n <br />2aSe <br />33te <br />9t61 <br />Al. <br />low <br />rm <br />nl6 <br />2a3• <br />3rD <br />nl <br />bn <br />5'-F0'00') PRECAST <br />wa <br />] <br />ab3 <br />Sit <br />D61 <br />]0em <br />2Dt3 <br />3 <br />llw <br />4b3 <br />6'-6'(IV)PRECAST <br />a3s <br />] <br />2 <br />3M1 <br />3-W <br />l <br />106a <br />2928 <br />] <br />lW <br />3,Q <br />1'•6' (90')PRECAST <br />r- <br />wx <br />xax <br />2W <br />n-1 <br />QI4 <br />wia <br />2a26 <br />—1 <br />32tD <br />9'-4' (1129 PRECAST <br />N <br />wA <br />aw <br />Kt <br />Db <br />wb <br />968 <br />=lI4 <br />2619 <br />I0'-6'(D6')f'RECABT <br />aw <br />a <br />tw <br />Nal <br />ub <br />m, <br />Dam <br />b <br />_ <br />Mn <br />3 <br />2346 <br />(136')PRECAST <br />4ia <br />Im3 <br />m <br />Db, <br />n53 <br />48a <br />b•t <br />b4 <br />wb <br />IB•w <br />2bl <br />12'-0' (Hl4')PREC45T <br />410 <br />na <br />t3e <br />a53 <br />Db <br />DK <br />a,o <br />DaO <br />D0x <br />tI . <br />2 <br />— <br />94! <br />W3 <br />13'-4'(160'PRECA5T <br />420 <br />".AIDS <br />wa3.. <br />I•el <br />W-O'(1609FRECAST <br />3•a <br />39• <br />n 4. <br />41m <br />4]5 <br />In <br />IK9 <br />I <br />Bsz <br />Iaml <br />23t <br />)34 <br />in <br />au <br />% <br />all <br />14'-8' (116)I I S <br />x46 <br />SLD <br />3 <br />is <br />n <br />IS'-4' lle4') F42E6 <br />Sb <br />631 <br />Tb <br />M <br />4l <br />2t <br />441 <br />en <br />"1. <br />141 <br />15'-4'(232')Plffs <br />E.. <br />26321'-4'31, <br />wl <br />223 <br />2SD <br />3T9 <br />K2 <br />24'-0TJB8')FREB <br />rD <br />36, <br />E34x <br />4w <br />IM <br />Kl <br />Qa <br />1W <br />3D <br />l <br />DV. <br />GAFF =A11" 1 nADC FnR a" PRFnACT w/ 9" RPrFCR flf3r2R I LI INTFI C <br />0—+_ <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />ripe <br />LENGTH <br />�' <br />alwm- ww+e- ewu-e avulse awn- alae•- <br />4'-4' (52') PRECAST <br />*la, <br />n49 33K 3i•0 43b D4tl 643i s6l <br />iDA DD D206 66" a060 t41t wgt3 <br />4'-6' (54') PRECAST <br />ut4 <br />�' 3063 xDs 3966 ata6 DM4 6DBa <br />ItD4 36Dt s— I663e smio Daft ImBt3 <br />5'-8' (66')PRECAST <br />rtt• me nn ts3a 34.3 39K <br />ebb <br />36, 2aN .1561 6SK lDrl 9311 <br />5'40.009 PRECAST <br />ewe <br />DDD wDa woo x¢a 26at 3na 3T00 <br />v 2341 4142 66 e <br />(W)PRECAST <br />l9l <br />801 Wa )It0 Sob Hal t4b ,a6m <br />to WD 3tl0 Dob T3lS ffl9 <br />T-6- (90')PRECA6i <br />669 <br />tD6 Ne0 xaDD 3T6 5143 Tin K23 <br />lD5 HD0 x4Dt 31w Dui <br />9'-V(ll6')PRECAST <br />4P <br />K6 •A.t Ma 3363 3Qt 4091 34w <br />D26 9M bbi Y)D3 3tlt 4D0 SD4 <br />*0914 M•m <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TTPE <br />LENGTH <br />�• <br />a <br />arem-rt <br />•sos.n <br />wsw. <br />-n <br />eleaa- <br />svx <br />4'-4' (52') PRECAST <br />S <br />166•r <br />x362T <br />3sl <br />44b <br />5m0 <br />°� <br />ol <br />Wi • <br />x362 <br />lea* <br />3•D4 <br />3sl <br />44b <br />DMm <br />4'4V (54') PRECAST <br />K1 <br />woa <br />nn <br />3D35 <br />36m1 <br />43T5 <br />4943 <br />Kl <br />Wmt <br />nn <br />t53t <br />3601 <br />a%A <br />4843 <br />5'-8' (66') PRECAST <br />6s <br />Q6t <br />M, <br />Dxb <br />2 <br />)3M <br />3RI <br />6s <br />KD <br />Iltl <br />2.6 <br />3•Da <br />33Dx <br />3M <br />51-10'(109 PRECAST <br />bee <br />1w, <br />nb <br />net <br />2n3 <br />— <br />655 <br />Q33 <br />nb <br />nDt <br />ITT, <br />nK <br />31SD <br />61.01(801) PRECAST <br />510 <br />MSw <br />•M <br />24 <br />ze <br />) <br />S,• <br />IBDo <br />D30 <br />Dea, <br />]41D <br />3p,9 <br />3339 <br />1'-6' (90')PRECAST <br />' <br />ois <br />Tw <br />2 <br />xe6 <br />eK <br />sae <br />u64 <br />I 1T6D <br />2166 <br />]Kl <br />29N <br />9'-B' (II6') PRECAST <br />3M <br />Qa <br />] <br />3M <br />D60 <br />IOTl <br />DK <br />1 nml <br />1 tow <br />1 2331 <br />PATIO <br />L-4 <br />—L—a— <br />C2) 3052-SH <br />I 6068 SGD. I <br />------- <br />3052-SH <br />I <br />� I <br />I <br />I <br />I I O <br />g AT <br />ROOM <br />II <br />C <br />a' -a° CLG. <br />ROOM <br />I I� KITCHE <br />W-8' CLG. <br />i i • 8'-8' GLG. <br />Ir— I <br />II I <br />I <br />L— 2 <br />O m <br />0 <br />A07 <br />I I I <br />I I I <br />I I I I STOR. <br />I I I I <br />PAN. <br />I I 1 <br />1 1 1 1 <br />PWDR. a'-e CLG. <br />O <br />0 <br />FLEX <br />GARAGEa'-a' <br />LFOYER <br />CLG. <br />65 W/XI0' <br />TRANS. <br />I <br />16'-0'xT'-0•o.HD. PORCH <br />L-1 <br />LINTEL SCHEDULE <br />NOTE: THE LINTELS MAY 5E SUBSTITUTED <br />WITH LINTEL5 FROM ANOTHER MANUFACTURER <br />AS LONG AS THE LINTELS ARE OF EQUIVALENT <br />OR GREATER CAPACITY THAN THE VALUES STATED <br />4^w_T_4*9~ LINTEL SCHEDULE <br />LINTEL <br />NO. <br />LENGTH <br />TYPE <br />COMMENTS <br />L 1 <br />IT'-4' <br />8F28-I15AT <br />L 2 <br />41-6' <br />8FI6-05/IT <br />L 3 <br />T'-6' <br />SF24-113AT <br />L 4 <br />T'-6' <br />8FI6-15/IT <br />L 5 <br />4'-6' <br />8F8-15/IT <br />Tt s S.-C. AF <br />L 6 <br />5'-41 <br />8F8-05AT <br />L T <br />- <br />- <br />NOT USED <br />L 8 <br />- <br />- <br />NOT USED <br />L 9 <br />- <br />- <br />NOT USED <br />L 10 <br />- <br />- <br />NOT USED <br />MATERIALS <br />GENERAL NOTES <br />s Safa wad rat bald on rail —al da,lgn anelysl, per <br />SAFE <br />LOAD TABLE NOTES <br />TYPE DE51GNATION <br />L t'c 8' prsmst Iinbl 4000 pal <br />2, f c ed IMtel . 60t�m <br />I. FTovtde MI v—ta, bid ad hrd Johns. <br />2. Sh«e nxea IMtsb as requYed <br />ACI 31B end ACT 530 <br />�• D00pa <br />L All values based on nM6uI 4 Inch <br />Mel baarMg, <br />1. For f4vlpm,lte IMtal he not shown, <br />use W. bed how next Mm <br />p—l-w psl <br />3. c3r—t Par AST" C416 P'g • 30m% <br />Pa 1 w( rox•ew 3/S M41 <br />I B to II <br />3. I —Ration W' lintel met coxlply with the ard1tecturel <br />and/« structural degalenta. <br />4. U-Llntale 5 1/2' long <br />Im. Pw a —I- sl r— of IMle4 Installed M e —I- c«crsle <br />Iw "ll haw a coat r •lotto Ilad M areorda—a <br />013a °Ia t"g o app <br />W1h AB1M a-296 « ou,: approved eoat6lg. <br />SEE SAFE LATERAL LOAD <br />TABLES FOR LOAD RATING <br />a—ptlme Se4e bade r« Ia,flllad IMtels nwt <br />be redueed Jo% IP brr I o, Is <br />e"9 <br />Ices then 6 W "drew <br />8. Por IMbls W.S'h. t qn ' use ea fe load <br />Ionctes <br />iron rsrt t tat shown <br />9. All beds M IMear <br />F • RLLED UTN filQOUt / U • iMILLm <br />I—Q)ANTITT CP 7IED�eR AT <br />1�BOTTpy <br />°� <br />ggegate <br />lt' ohwq <br />4. Cororats Fw•orry Units (QAl) par <br />am marluraetwed with rotds et <br />Ur arils !o eceonodeb vartleal tall raMf«clrg ed grouting. <br />II. LMteb leudeee senulNrwusly 1N vwtlul fgr Ity « <br />aril h«izonlal (lateral) bad. aFqukf be dwdled <br />FOR EACH ADDITIONAL <br />2. NR •Not Retail <br />sere InQ. or povd• par <br />feot <br />GR LMiIL CAVITY <br />I <br />AST" C90 uJmMamm rot a— <br />5. wwaroa Ur CABi-CRETE Load D•Ilactlon Graph brodve <br />uplltl) <br />r« the combMad I—Ime with Ur ron"Mg alq"e <br />REIIlOFCED C"Il R)LL <br />C <br />3. Bare bed, arm suparlelFo allowable load• <br />10. All sera loads based on -ply eupp«tad <br />JJ <br />„ g <br />cw¢a•Nve •vanglh . Do0 Pal <br />9. Raba. per ABT" A615 grade 60 <br />r« IMlal darlaction w4 atlon <br />b. Dolton Plsld added rebar to bs bceted at tlr bottom <br />A Bare wed, based «Bede 40 «gads 60 <br />Held mbar. <br />Wen <br />II. Tb runbw m Uw W parwlUwai• <br />81- i / _ 11� / i T <br />V IV L.J <br />66 <br />Q <br />6. RruroMg sued par dBiFl Asw <br />of the IMtel uvety. <br />AWIed vertlr l Load• A-,liad h«Iremal Wd 5I® <br />bare bad $are h«lm bad <br />/�' CLIa TYP <br />5. oro n rotas. ary be Wasuwted t« 1a0 <br />Mtlkatr e,. pmrwn reduction f« grade 40 <br />1 <br />` WANTItY S <br />t <br />gr de 210 law rmleaatl n <br />1. Fbrter AST" C210 "« S <br />P•r tiA• <br />T 1137' dieneter mta •tlmupe era wowed to the <br />bottan steel i« nadxnlul anchors g• <br />v tical ,tal <br />R. AddILIONI btral load upeclly tan W <br />(7) 5 REDAR <br />g .share M S' Iln!•I• only <br />Igrr w.y ev <br />6. iM dr aluete canrwnret•d <br />Held added rebar. <br />Era le l'-b' IMlsl 8F3Z-ID rfe <br />wP 6f P. <br />I <br />OF <br />REBAR AT TOP <br />� <br />- <br />• <br />B. case-M•pwee concrete may b. Provided M cosp It IMtel <br />ob4Med by er drlgrin by providing eddlUen.l reMforced <br />GRbm a GR60 <br />IoeW Iron Qr sale bed tabws by <br />gevtty bad . 64Tlrat <br />NQiNAL 4EIWT <br />M Vw of eenuNe meeercy wife. <br />c« =' nrs hove tb I—L Sae datatl at ri <br />a' <br />cekubtNg the maalmm rrwtvg women <br />educt1on764T2 (85) • 5501 Fir <br />rIOMNAI UDTN <br />ad Nair at d-away RDe face of mpp«L <br />II-Vt' CLEAR <br />OJ-UL <br />'l f ,tR AT DOT <br />a LINTEL CAVITY <br />Design <br />Grou 3._ <br />LONGWOOD, FL32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdesigngroup.can <br />AA #: 0003325 <br />F <br />y <br />w <br />V <br />0 <br />y <br />A <br />F <br />a <br />SVHDIV. ae LOT: <br />SILVERADO <br />LOT 20 <br />BLK 1 <br />PROJECT <br />04128.00 —20001 <br />1[ODEL: <br />4EGB <br />"GALEN" <br />GARAGE 8MWG: <br />LEFT <br />PAGE: <br />LINTEL <br />SCHEDULE <br />150 MPH EXP. B <br />(CAST—CRETE) <br />ARCHRECTt <br />STATE OF F-LORIDA <br />rtw 11/07/16 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />I <br />