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I <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(pet) <br />W,�, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6MW-6 8 1 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />Sr (�) PRECAST 222I <br />#r MPRECAST Igoe <br />4r (541 BAST lm <br />9-4-(64') PRECAST 1217 <br />V-I(` (76") PRECAST 1082 <br />4r (7n PRECAST 908 <br />rr Wj PRECAST 743 <br />ow(117) PRECAST 554 <br />I0'r (12r) PRECAST 475 <br />IV-C (IW) PRECAST 382 <br />17r (144-) PRECAST 337 <br />13'4' (I00� PRECAST 200 <br />I4'r (Ign PRECAST VII <br />IRr (170) PRESTRESSED N.R. <br />194" (1841 PRESTRESSED 160. <br />1r4' On PRESTRESSED NA <br />IS4' Mn PRE07RE&M N.R. <br />21'W (2 n PA> NA <br />2Z-V MC) P1�7REUM NA <br />2Cr (266') PRESTRESSED N R <br />�r <br />=1 <br />0wmzmzz0�00 <br />O <br />1= <br />KMA <br />OmE <br />0 <br />0000��0 <br />m®0010©0 <br />�m0©OQ�Q� <br />000I©��0 <br />0�00�©O <br />O�mO�©O <br />0©m©"®O <br />©1�11mm" <br />©mEm"" <br />1=" <br />mmm0000®0 <br />o"o0m"" <br />MEMEEMMEM"""" <br />"ommo"m <br />""""o"o <br />®oomoom <br />0000®mo <br />""©0000 <br />"""Ommm <br />"""0000 <br />Us =4(ID 4N4 844 1012 UM <br />(*)THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />-ALL VALUES TAKEN FROM WEE LOAD TABLES' BY CASTCREIE MAY 2015 ®RION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS 8" PRECAST/M�& PRESTRESSED U--LINTELS I l SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6WF. A I SAFo1 LOAD SAFE LOAD - POUNDS PER LINEAR FOOT <br />3'4r (42') PRECAST <br />1025 <br />1 1024 <br />1115118 <br />1 Sr M PRECAST <br />Vr (41n PRECAST <br />705 <br />763 <br />I= <br />N-V on PRECAST <br />4'r (M PRECAST <br />802 <br />601 <br />1073 <br />4'r ("9 PRECAST <br />Sr (641 PRECAST <br />411 <br />411 <br />745 <br />5L" (64') PRECAST <br />5-Ur M PRECAST <br />340 <br />330 <br />816 <br />a-IO' (70") PRECAST <br />ar (M PRECAST <br />507 <br />721 <br />400 <br />Sr (76") PRECAST <br />rr (BO') PRECAST <br />424 <br />634 <br />303 <br />rr Pn PRECAST <br />Vr (112') PRECAST <br />328 <br />512 <br />230 <br />Sr (I Ir) PRECAST <br />1Cr (12n PRECAST <br />264 <br />401 <br />100 <br />IOr (12r) PRECAST <br />11'r (138) PRECAST <br />200 <br />452 <br />154 <br />17'r (138) PRECAST <br />Irr (1"') PRECAST <br />244 <br />402 <br />W7 <br />12r (I44I PRECAST <br />1S4" (1w) PRECAST <br />217 <br />324 <br />110 <br />1V-4' (1S0") PRECAST <br />14'0 (IOn PRECAST <br />205 <br />203 <br />100 <br />IN-V (1081 PRECAST <br />14'r (1701 PREBIRMO <br />N.R. <br />264 <br />01 <br />14r (170) PRESTRESSED <br />1S4' (184') PRESIRESSED <br />NA <br />250 <br />83 <br />194' (104-) PRESTRESSED <br />ITW Wn PRE <br />N.R. <br />104 <br />64 <br />ir4" Wn PRE <br />194' Mn PRESTRESSED <br />N.R. <br />148 <br />52 <br />1V4' (2S2') PRIIRE80ED <br />214' (21101 PRESTRESSED <br />N.R. <br />125 <br />42 <br />2114' (26n PREMMM ® <br />2Tr PRESTRESSED PRE811BED <br />N.R <br />116 <br />40 <br />22r (341) PRESINED <br />24'r P ") PRC4fiRESBED <br />NA <br />1 91 <br />33 <br />ZV-W Imo') PRESTRESSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />• PRECAST PRODUCE BY OTHERS TG BEET OR EXCEED VALUES STATED ASOVE <br />• PROVIDE MINIM C OF BEARING PAST EACH SIDE OF W04DOW OPENING <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x12" RECESS DOOR HEADER <br />,a. <br />a <br />RE, erR <br />e¢utll <br />aUlv�tl, <br />m.1.. <br />R) . <br />PREFRBi <br />mw.a WIRE <br />mho- <br />(a) d.1.. <br />Ial.3 <br />tW <br />PREGAei <br />Ixl d,a WIRE <br />(zIW. <br />IRIdSw <br />la)N <br />un <br />PRECAST <br />R.I.. <br />(2)n.. <br />RRECIBT <br />mdeWlRe <br />Ia1Rv.a <br />tM> <br />r <br />PREWT <br />(xld,a WIRE <br />RIWA.Oax <br />PRECaBT <br />md.a1WRE <br />Ix1Rca <br />Jr <br />PRECAST <br />(21dJW <br />(al W. <br />9aEo <br />PRECNr <br />(a)w.awlRE <br />fal Ro-a <br />N1' <br />REcnel <br />(zl RE <br />Rl-, <br />aEee <br />mw.awna: <br />R)W.. <br />eM <br />P,ECREI <br />RI — <br />12W.4 <br />,en <br />la)p.e WIRE <br />mRR. <br />P.— <br />Ixld.a WIRE <br />(al Me.. <br />maaW„F <br />mRP. <br />mw.a WIRE <br />IaIW.. <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x16" RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"02" RECESS DOOR HEADER <br />(tivp(I <br />e(tiv(tl� <br />eltlu(R� <br />eRlu 9li <br />� My <br />eR)ultl� <br />eRI� RI <br />REr <br />��WW <br />0. <br />PREwT <br />Ixl w.e WIRE <br />Ix)W- <br />PRECART <br />(a1Ra-a WIRE <br />(xl W. <br />lal d.e WIRE <br />Iz, W.10 <br />R)l WIRE <br />(2)W. <br />PRECAST <br />IxIR.a <br />(Z. <br />Bed <br />R <br />(ald.ewe. <br />(xl W. <br />tOOW <br />PRE <br />R]N We1E <br />R)I <br />Yr <br />vRERaei <br />(xIR.aWmE <br />R)WA <br />PRECAST <br />Ixl w.awmE <br />mW. <br />PRECNi <br />Ixlw_awe¢ <br />(x) W�a <br />r <br />mR..aw,RE <br />R) .3 <br />ill. <br />T <br />mw.a <br />mW.a <br />mw.awra: <br />mW-. <br />mw.awlRE <br />(zIW.. <br />r <br />(xlwsw"E <br />MW.. <br />mwswwE <br />(xl W.. <br />* <br />md.aWIRE <br />MW.. <br />mw.e WIRE <br />(2IW.4 <br />Grown <br />1441 N. NUNAW HtAUAN CLVD. <br />LONGWOOD, FL32750 <br />PH; 407-77441078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />L AA0:0003325 J <br />anon <br />annn, <br />SLIMDIV. k LOT <br />SILVERADO <br />LOT #1 <br />BLK #13 <br />PROJWT/1 <br />03719,000-01 <br />MODEL <br />"2558-HAWTHORNE" <br />GARAGE B I/ING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA IM 06/11/20 <br />33CAL C: 1/4"=1'-0" <br />SKEET <br />s2.1B <br />