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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 12' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 1 Od x 11,7 HDG NAILS, <br />WOOD TO WOOD: <br />USP RT,BA OR LUGT2 W/ , Od 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 METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS, <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <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 WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH 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 WASHER C 18" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN 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 />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF UINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON <br />CENTER F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(pw) <br />WxxH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />84 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL LOADS <br />8" PRECAST 3 PRESTRESSED <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />3 PRESTRESSED <br />U-LINTELS <br />`IfbGISaB <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />44M!'�IaIS <br />SAFEPLF <br />D <br />0--*— <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />me <br />vim <br />r" <br />mom <br />m4ea <br />lPlaOe <br />Mearo <br />TYPE <br />LENGTH <br />am <br />RCLRI <br />TYPE <br />LENGTH <br />�+T <br />pm <br />4Ffa47 <br />wow <br />TLENGTH <br />81A <br />a <br />wwo <br />mats <br />mums <br />ra4u <br />rs/s <br />1lmp <br />3'4• 1429 P4tBCA6T <br />223t4m <br />1w <br />a7M <br />nro <br />m7 <br />Im <br />ml <br />fw1 <br />3.4' (4n PRECAST <br />1025 <br />low <br />lees <br />Y4• (a) PREGLST <br />tm <br />m <br />M <br />NC <br />,rot <br />NM <br />ma <br />w4 <br />,am <br />nm <br />1w <br />aw <br />m <br />Nro <br />7wtm1 <br />(4e� PRHCABf <br />7908 <br />a7N <br />am <br />nN <br />7w <br />!m <br />(M') PRECASTlee <br />M <br />1309 <br />4W (4n PI�CABT <br />Mn <br />all <br />4NI <br />wM <br />rop4W <br />4w <br />#fn <br />wa <br />rn <br />tew <br />tfw <br />,w <br />MN <br />ff <br />4m <br />as <br />ron41'tm <br />(e'4') PRECA� <br />16ae <br />210 <br />M <br />ml <br />4RI <br />Nm <br />4mIw <br />/w �% PRECAST <br />eel <br />3e1 <br />1073 <br />4'4• lam! PRE' BT <br />aw <br />4w <br />4T" <br />Itm <br />aw <br />4m <br />NM <br />7N7 <br />am <br />1w4 <br />INS <br />IM <br />NO <br />4w <br />4nt <br />/AIIw <br />(04.) PRECAST <br />1217 <br />/wfm <br />Im <br />NN <br />am <br />aw <br />4IM <br />i4'1 PRECAST <br />411 <br />471 <br />71a <br />B�" (a� PRecAsr <br />1w <br />I <br />M <br />JM <br />4m <br />Im <br />son <br />m/ <br />7w <br />Im <br />17M <br />M <br />3M <br />4mIla <br />(709 PRECAST <br />I= <br />11n <br />Iw <br />m/ <br />alo <br />m• <br />Np <br />9-to CM PRECAW <br />340 <br />38e <br />ate <br />"Ir (70•) PReOABT <br />no <br />M <br />a410 <br />4WSLIO' <br />1MI <br />am <br />4w <br />n <br />o <br />m <br />tw <br />mo <br />a,W <br />no <br />N>s <br />asb' (M PRECAST <br />m <br />tm <br />afn <br />!m <br />nn <br />sm <br />4m <br />nN <br />V4r oe') PRECAST <br />eD7 <br />721 <br />4e9 <br />a' -a' pa7 PRECAST <br />m <br />M <br />,ale <br />Im <br />Nro <br />an <br />m <br />ml <br />/m <br />am <br />Im <br />all <br />am <br />r4' On PREOW <br />743 <br />mf <br />Im <br />am <br />am <br />all <br />IMt <br />am <br />T4• W) PRECAST <br />424 <br />534 <br />333 <br />r4' (00') PRECAST <br />f4n <br />mf <br />Im <br />all <br />anal <br />nN <br />!4n <br />Im <br />as <br />aw <br />w <br />am <br />Y-Y (112� PRECAB'T <br />661 <br />w <br />IIw <br />Im <br />up <br />mn <br />We <br />nN <br />Ps („� PRiC/16T <br />32a <br />612 <br />230 <br />Pf (t12� PRECAST <br />I <br />I <br />2w <br />7m <br />Im <br />Im <br />m4 <br />am <br />wb <br />,m <br />,m <br />wo <br />am <br />am <br />1UV' (11a7 PRECAST <br />4M <br />m <br />m <br />Ma <br />aw <br />am <br />zm <br />am <br />1Sd (12r) PRECAST <br />2M <br />401 <br />t10 <br />104• (12/� PRECAST <br />m <br />2ml <br />as <br />Im <br />,m <br />am <br />apt <br />Iw <br />wit <br />Im <br />an <br />am <br />114' (U67 PREGST <br />3a2 <br />m <br />m <br />Im <br />p1! <br />am <br />Na <br />4m <br />114• (13a'► PRECAST <br />2eo <br />4e2 <br />ta4 <br />/1's' (13C) PRECAST <br />E4x4N <br />w <br />Ma <br />1n <br />1m <br />m <br />m <br />tm <br />/w <br />am <br />a1a <br />4w <br />lap <br />184 <br />Ins" <br />ra <br />1z4'� PRECAST <br />w <br />m <br />ep <br />MN <br />Im <br />to <br />aw <br />am <br />+74• (144� PRECAST <br />244 <br />402 <br />187 <br />12!fi (14Y) PRECAST <br />7N <br />m <br />„ <br />1 <br />1m <br />w <br />m <br />Im <br />/w <br />nw <br />am <br />lero <br />m <br />Im <br />IN <br />an <br />134' (1W) PRECAST <br />tea <br />4N <br />7ro <br />tm <br />141a <br />tw <br />am <br />aw <br />15-4' (14" PRECAST <br />217 <br />324 <br />110 <br />,3'i' (Wn PRWABT <br />w <br />In <br />w <br />1 <br />Al <br />7ro <br />Iw <br />/m <br />Im <br />am <br />a1n <br />m <br />/w <br />1a <br />1 <br />tw <br />W-W tie" PRECAST <br />27e4N <br />7w <br />1w <br />/w,ao• <br />(,e6') PaECAeT <br />206 <br />2B3 <br />too <br />14'4• peE•► P416IJ1S'T <br />m <br />44L <br />7w <br />tm <br />m <br />Im <br />ala <br />m/ <br />4M <br />w <br />717 <br />,On <br />1 <br />1 <br />Iw <br />u4• (17e� Ri$IRBI♦Im <br />NA <br />M <br />MR <br />M <br />M <br />M <br />M <br />M <br />+ste• c,7a') 4TrEeiiq� <br />NA <br />se4 <br />w <br />x4' (17a) PRE <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />I <br />m <br />m <br />17N <br />,n4 <br />4ro <br />m <br />tm <br />Im <br />aw <br />ala <br />alp <br />7a�4 ftar) PRESI <br />N.R. <br />M <br />w <br />w <br />w <br />w <br />w <br />w <br />15�4' (161') PRE3TA� <br />N.R. <br />2Se <br />M <br />164' (tar) PREe1R <br />m <br />m <br />a1a <br />w <br />Oro <br />m <br />w <br />w <br />m <br />f <br />N1 <br />1 <br />Iw <br />an <br />tw <br />1rp <br />am <br />ma <br />go <br />1Tj' R+M9 PII[iIREBeED <br />NA <br />M <br />M <br />w <br />w <br />UK <br />M <br />w <br />174• pea'1 PRESTRGBBED <br />NA <br />ten <br />e4 <br />/T4' p'ae') PRE <br />w <br />MI <br />m <br />m <br />4i <br />m <br />m <br />Ift <br />m <br />f <br />IN <br />tm <br />m <br />top <br />m <br />m <br />w <br />Im <br />Mro <br />/m <br />aw <br />tV-4' �� Pral <br />N'R' <br />M <br />M <br />M <br />w <br />M <br />M <br />M <br />1S{• R' <br />MR <br />14a <br />a'12 <br />ta4• (232') P <br />w <br />IN <br />m <br />m <br />m <br />40 <br />W <br />m <br />M <br />N, <br />m <br />40 <br />m <br />Im <br />/m <br />MI6 <br />/m <br />2114' p8e1 PR18TI�BM <br />NR <br />M <br />at <br />w <br />IN <br />M1 <br />MI <br />w <br />2,u• PMBf <br />NA <br />,2b <br />42 <br />21'j' (2a6') PRST'IRJ'.e� <br />In <br />IM <br />m <br />m <br />m <br />m <br />m <br />w <br />w <br />m <br />Ml <br />m <br />m <br />m <br />1174 <br />/w <br />ME <br />moo' ) PRBlr <br />NA <br />M <br />w <br />M <br />M <br />w <br />M <br />M <br />:ZtiO ) PRl9RT <br />NR <br />17a <br />4p <br />22-0' PC) PF[e1RLEe® <br />w <br />1N <br />m <br />m <br />! <br />JPERCENT <br />m <br />m <br />w <br />m <br />Im <br />Mn <br />tm <br />m <br />Ix <br />m <br />in <br />m <br />w <br />m <br />m <br />w <br />4M <br />2W P" PRiieI10M <br />NA. <br />M <br />w <br />M <br />w <br />w <br />w <br />w <br />W4" on PR✓ <br />N.R <br />01 <br />33 <br />24'-0• P" P <br />/N <br />m <br />Na <br />m <br />w <br />m <br />m <br />m <br />m <br />w <br />Im <br />Im <br />(#) THE NUMBERS IN PARENTHESIS <br />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 />ARREDUCTIONS <br />FIELD AD <br />-ALLVALLIESTAKM FRON'aAFE LOAD TABLES' SY CASTOREM NAY 2D15IDRION -PRECAST PIIODUCTS BY OnI 701MOR ENCEED ED VALt=$TATABOVE <br />•ALLPRIBOWPRODUCTSARETOSEaMTN1FD POtMA FALRIIREBBPEGFICATIONS •PROVDE N116"4'OF eEMRNO PART EACH ODE OFVANDOW OPIRM <br />PROD/CT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-0RETE <br />DIMSION ACCEPTANCE #: 16-0126.03 <br />L---------- A --------m—J L m — — — — — — — — — — — — — — I — — — — — — — — — m — — — J <br />LIFT BEAM PLAN <br />SCALE: 1/4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesWigmup.com <br />AA #: 0003325 <br />0 <br />w2 <br />u <br />w <br />Q <br />0 <br />0 <br />FOAR.AGZ <br />c LoTL <br />ADO <br />#2 <br />. <br />-0217 <br />B <br />ALL" <br />wn4ak <br />RIGHT <br />PAC Z, <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />ARCFUTECT <br />87A7E OF RORDA <br />0 <br />P LAW a ABOU"CRA <br />AR NO 00723 A <br />r <br />10/09/18 1/4"=1'-0" <br />S2 <br />