Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAYBE NAILED WI (IO)dx 1 lit" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 ill" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS $HALL HAVE 4" NOMINAL BEARING (41. <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <br />APPROVAL. <br />9. PLACE 20 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH HASHER 018" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOVM) ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESCRIPTION <br />REMARK <br />O <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O. B. = TOP OF SEAM/ B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(0) <br />WX, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />$Otto <br />Bx18 <br />(1)#8 <br />(1)#6 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Bx8 <br />(1);Pb <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />Ua.INTELS <br />SAFE LATERAL LOADS <br />8" PRECAST & PRESTRESSED <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />0-4^ <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />SA <br />PL OADr1r <br />SAFE <br />LOAD -POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />wm <br />4tiap <br />wom <br />waow <br />WAM <br />� <br />TYPE <br />LENGTH <br />NR <br />RCMII <br />TYPE <br />LENGTH <br />matt <br />amaT <br />VWT <br />eta4rt <br />W"47 <br />Wear <br />ama4T <br />emu <br />W344T <br />eon <br />VAa <br />ema <br />wm4r <br />I Wan <br />mN <br />male <br />rafa <br />a'1am <br />rate <br />ram <br />Sam <br />wrf <br />r4 (41') PREDABT <br />228/ <br />mms <br />ne <br />arm <br />mm <br />mm <br />toot <br />(4n Pm w <br />I= <br />lam <br />1W9 <br />S1r f42') mRBCIINT <br />,. <br />mm <br />4m <br />mwm <br />7m <br />m4w <br />wq <br />AU <br />m74 <br />IM <br />11"rr <br />1w <br />tw <br />2 <br />am4 <br />4m <br />mm <br />am <br />tan <br />Ne"1 FRBtileT <br />19W <br />m2m <br />m <br />Alm <br />1w <br />.m <br />ow on PRECABT <br />7W <br />T89 <br />1a99 <br />!4• (� FRBrrJ16'r <br />+Ism <br />aw <br />wIs <br />SUMS4w <br />o <br />m!4• <br />m■ <br />4w <br />MIS <br />MITmN <br />1mm <br />tram <br />+m <br />mm <br />mm <br />" <br />4m <br />ms <br />arm <br />*41(NJ PRC-0A6T <br />1W9 <br />mme <br />w, <br />am <br />am <br />elm <br />am/ <br />!-r (61') PRECANT <br />W2 <br />891 <br />1078 <br />4141' (�') xT <br />lw <br />am <br />2w <br />um <br />4w <br />4w1 <br />QIa <br />m <br />4m <br />will <br />7m <br />ma <br />1w1 <br />f1w <br />tm <br />lam <br />ma <br />mm <br />400 <br />mf <br />mm <br />rr (M'1 PREf/WBT <br />1217 <br />fw <br />wm <br />fr <br />mm <br />aw <br />aw <br />4w <br />Nr ("I PRECAST <br />411 <br />411 <br />TO <br />rr (SP) PREOW <br />fw <br />1 <br />am <br />mmm <br />m4w <br />ea <br />a1m <br />mm <br />mo <br />me <br />17m <br />2m <br />I mm <br />mm <br />Isw <br />4m <br />r-17 (791 P1S7`IIBT <br />,092 <br />fee <br />ffm <br />"N <br />zm <br />sm <br />am <br />s9a <br />r-10 CM PRWAST <br />810 <br />389 <br />818 <br />r+10' (70� PREGIBT <br />w <br />am <br />ow. <br />am <br />4m <br />/m1 <br />m4w <br />— <br />w <br />1w <br />wa <br />I wa <br />Isla <br />7w <br />4177 <br />W-r (T8") PREc" <br />m <br />tm <br />m" <br />am <br />am <br />I ale <br />4m <br />1 am <br />ra' (79') PRECAST <br />WT <br />721 <br />490 <br />" (To PRBCl1NT <br />w <br />mm <br />mw <br />tm <br />wn <br />maw <br />mm <br />w <br />uw <br />1w <br />Itm■ <br />2m <br />1 mw <br />Ism <br />RA•• (90') PREMW <br />748 <br />mlf <br />nm <br />am <br />19m <br />mm <br />ww <br />mm <br />T4' (90') PRECAST <br />424 <br />534 <br />3B2 <br />RB' (W') PIWCA6T <br />m <br />2w <br />loll <br />t7m <br />mw <br />aw <br />low <br />amr <br />eM <br />tw <br />mm <br />aw <br />me <br />a1m <br />PwcAsr <br />w <br />1w <br />is <br />w< <br />M <br />SM <br />w2 <br />rr (112� PRECAST <br />229 <br />612 <br />2W <br />rr (112� PRECANi <br />w <br />11 <br />1 <br />*w17�� <br />7m <br />mm <br />fm <br />Isw <br />ar <br />wo <br />w <br />1w <br />tw <br />Iw <br />t oateww1a9mmal7 <br />1rr (129� PRBCABT <br />QN <br />2w <br />mm <br />tr4' (129y T4IECABT <br />2M <br />401 <br />1W <br />10'4' (129� FM(JINT <br />w <br />w <br />awl <br />am <br />fm <br />fm <br />mm <br />am <br />m <br />lw <br />W2 <br />fw <br />mm <br />mm <br />114' (139') PRE3CABT <br />m121"' <br />w <br />to <br />mm <br />/we <br />aw <br />art# <br />4w <br />(,SST PRECAW <br />210 <br />492 <br />1" <br />11'r (1Sr) PREl719Tw <br />h4l. <br />w <br />w <br />w7 <br />fe1 <br />1w <br />w <br />tw <br />Nm <br />am <br />am <br />4w <br />m <br />to4Arl <br />tw <br />tam <br />IweR <br />atawiw11Rawmm <br />(144� PRHCABT <br />N91 <br />11'-0' (144� PRECAST <br />944 <br />402 <br />1B7 <br />12'-0" (1M') PRWABT <br />4m <br />7m11W <br />w <br />Ism <br />tw <br />fm4 <br />2w <br />tam <br />we <br />m <br />w <br />Iw <br />1 <br />18 <br />Ise7am <br />11ri4' (190') PREC/IB'i <br />1W <br />tm <br />1w <br />tw <br />1w <br />me <br />mm <br />1?r (7W") PRECAST <br />217 <br />821 <br />NO <br />1rr {190•) PRBCAB'T <br />w <br />w <br />7m <br />w <br />11 <br />1w <br />m <br />7m <br />wo <br />ON <br />wa <br />am <br />21m <br />w <br />410 <br />w <br />fw <br />m1 <br />1 <br />Ise <br />1!p (1B9') PRECAST <br />Y79 <br />4m <br />7m <br />Ism <br />mm <br />,m <br />tw <br />aw <br />14W (19rj PREGIBT <br />206 <br />298 <br />1W <br />14'-0' (10/� PREGWBT <br />w <br />w <br />w <br />7m <br />w <br />1 <br />tw <br />4m <br />7m <br />tam <br />fw <br />fm <br />2W <br />Isma <br />410 <br />4m <br />717 <br />im <br />t <br />, <br />fm <br />144• (179') PRFAT <br />NA <br />III <br />lal <br />i1R <br />M <br />M <br />M <br />lat <br />14 r (IM P <br />N.R. <br />284 <br />91 <br />1!4' (17n PRWIRW110 <br />m <br />w <br />w <br />w <br />w <br />w <br />m <br />w <br />w <br />, <br />w <br />, <br />1131 <br />f7R <br />,Im <br />m <br />fw <br />mm <br />ale <br />fag <br />:. <br />1vr (IM PREBMEM <br />N.R. <br />MR <br />a <br />"R <br />M <br />"" <br />w <br />R" <br />1vr (1B4') pmol mw <br />NA <br />2W <br />02 <br />1vr (Im PRE <br />w <br />w <br />m <br />m <br />w <br />w <br />w <br />w <br />7m <br />1 <br />wl <br />f <br />1 <br />ea <br />412 <br />7m <br />lw <br />f7m <br />2m <br />am <br />2m <br />ITV• (W9') PRFBIR <br />NA <br />aR <br />tw <br />NR <br />IR <br />MI <br />ml <br />w <br />1Tr (299') PREBTRE D <br />NA <br />191 <br />64 <br />1Tr (p06') P <br />1e <br />fm <br />w <br />w <br />w <br />w <br />lot <br />TO <br />w <br />1 <br />7m <br />IS" <br />w <br />,m <br />w <br />w <br />w <br />tw <br />Ism <br />mm <br />am7 <br />1v-4' 032') <br />N.0. <br />Ra <br />w <br />RI <br />M <br />qR <br />M <br />w <br />1ri' (?ffi� PREST <br />NA <br />14B <br />W <br />19'"4' W A <br />w <br />w <br />w <br />m <br />w <br />40 <br />447 <br />w <br />w7 <br />N1 <br />m <br />1 <br />T47 <br />as <br />m <br />m <br />w <br />1w <br />,w <br />Im <br />VIS <br />21W I�9 P <br />NA <br />NR <br />w <br />MR <br />a <br />IR <br />NI <br />M <br />21'-4' Q99') PREBT1o01W <br />NA <br />126 <br />42 <br />M'-4• OW) PER oil <br />lm <br />w <br />w <br />w <br />w <br />an <br />w <br />w <br />4m <br />m <br />w <br />w <br />w <br />,w <br />w <br />w <br />w <br />w <br />,fa <br />lam <br />iw <br />2r-0' �P�7 <br />�'w <br />M <br />MR <br />Nit <br />w <br />NR <br />a <br />2" 1'*49 PREBT <br />NA <br />110 <br />40 <br />27-W Wr) PMBTREBSED <br />w <br />"' <br />m <br />m <br />m <br />m <br />m <br />m <br />4m <br />w <br />wHi <br />m24'-V <br />we <br />MR <br />lit <br />tm <br />lar <br />fw <br />on PROR1H m <br />NA <br />"Rw <br />NN <br />Nt <br />M <br />""2Y-0' <br />Cam") PFZF R <br />NA <br />9t <br />ag <br />24W 000 PRE9IRSME <br />fm <br />fm <br />m <br />w <br />411 <br />w <br />m <br />w <br />w <br />4m <br />w <br />w <br />Ism <br />am <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />ALL VALUEB TAKM FROM 'W E LOAD TAKW BY CASRCRETE WY WINS EDITION - PREGAW PIMMIB BY OIT*M7O MEETOIE E==VALIIE:B STAT9'DA90VE <br />ALL PREGIBTPRODUCT9 ARE TO w 94TAELED PIM MAMIPACTtAI69$PFCWMTIOW -PROM 9NSIM 4.OF NGARM PANT BACH OW OF WBB10W OP6 <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />DIVISION ACCEPTANCE M 1"128.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" - V-0" <br />n <br />alp- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAR: 407-7744078 <br />www.abdesWWoup.com <br />AA 9: 0003325 <br />d <br />�IN <br />p <br />d <br />mumxv a9 z401A <br />SILVERADO <br />LOT #14 <br />BLK. #7 <br />04128 00 -1407 <br />MODEMa <br />4EHB <br />"2605-HAYDEN" <br />OARAOX 8M/atT02 <br />RIGHT <br />PAd�: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />DRINT <br />AM 3/11/19 <br />BCA=- 1/4"=1'-0" <br />MEN= <br />s2 <br />