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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 HTA18 W/ (9) 10d x 110 HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR Li W/ IGd x 1 12• HOG 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 NABS 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 />6. 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 (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 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 P8838, .177" • x 2 7/8" LONG, WITH WASHER Q 16" 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 />JJJSM INDICATES OPENING BELOW / T.O.S. = 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 <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />( ) <br />17H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />Ill <br />1 #5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETEO <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8• PRECAST <br />& PRESTRESSED <br />U-UNTELS <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-LNJTELS <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />SA <br />PLF AD <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />Nil <br />r,20a <br />f,a00 <br />was <br />41" <br />OPswr <br />Ness <br />TYPE <br />LENGTH <br />M# <br />RCIAU <br />TYPE <br />LENGTH <br />W04T <br />me <br />0FIs4r <br />11i <br />0w►1T <br />01•fstr <br />i20dT <br />!an' <br />ill <br />from <br />~ <br />aa[f <br />~ <br />will <br />3e' (�9 PREOABT <br />-1 <br />vier (42') PRECA6T <br />1026 <br />1024 <br />1696 <br />rd' (a► PRECAST <br />s <br />#ew <br />4m <br />4m <br />em <br />41a <br />7m <br />ww <br />aw <br />$m <br />4m <br />m <br />nee <br />tan <br />4a' {467 PREGA9T <br />1006 <br />ro (4n PRECAST <br />7R <br />7O3 <br />1300 <br />111 On PRECAST <br />an <br />a0/ <br />m <br />me <br />e10 <br />01ee <br />aw <br />tm <br />aw <br />awe <br />aw <br />4m <br />m <br />em <br />4&• l PRECMi <br />1590 <br />r8 M PREfYIBT <br />O02 <br />M <br />1073 <br />4'41' IS" MISCAST <br />"S' <br />aw <br />m7 <br />aw <br />404 <br />Will <br />0M9 <br />tar <br />4m <br />nW <br />are <br />4M0 <br />4711 <br />em <br />es (l PRECAST <br />1217 <br />" i4'1 PRECAST <br />411 <br />411 <br />746 <br />I74• (84') PRECAST <br />In <br />t <br />an <br />aw <br />sm <br />sail <br />4m <br />,m <br />Im <br />aN <br />2m <br />wee <br />sm <br />4m <br />Il (70') PRECAST <br />lm <br />V-10' (Po') PRECAST <br />340 <br />389 <br />016 <br />F40' (M PREGS'T <br />w <br />Sell <br />nW <br />sY0 <br />4m <br />m <br />WP <br />m4 <br />ae <br />ewr <br />as <br />4me <br />PRECAST <br />00O <br />rd (M9 PRECAST <br />907 <br />721 <br />410 <br />S4Y (M) PRECAST <br />t <br />2m <br />70M <br />m <br />way <br />/m <br />So <br />me <br />am <br />sus <br />r$ On PRECAST <br />7p <br />r4r RO9 PRECAST <br />424 <br />=4 <br />3U <br />T4Y M PRECAST <br />m <br />sa7 <br />VIl <br />TV <br />Im <br />1m <br />as <br />Ma <br />as <br />me <br />P4' (11Y) PRR'AST <br />S w <br />l PRECAST <br />32O <br />Sit <br />See <br />S4• (112") PRECAST <br />m <br />Ta <br />, <br />to <br />t,n <br />en <br />an <br />Im <br />Im <br />,m <br />=4 <br />am <br />Ill (Ii PRECAST <br />4T6 <br />1S4r p2S1 PRECAST <br />2M <br />401 <br />tOD <br />10'4• p2S') PRECAST <br />m <br />as <br />m <br />an <br />m <br />m <br />Im <br />t4n <br />,m <br />as <br />an <br />11'-4' l PRECAST <br />362 <br />II-w pal PRECAST <br />260 <br />452 <br />1" <br />IIW (136') PRECAST <br />4% <br />m <br />m <br />Im <br />to <br />im <br />4M <br />m <br />tm <br />Nw <br />,mw <br />m <br />I" (IM1 PRECAST <br />an <br />Irr (14" PRECAST <br />2" <br />402 <br />IV <br />12'd (14l PRECAST <br />4111 <br />m <br />a4 <br />m <br />» <br />I <br />,m <br />ab <br />m <br />m <br />I4a <br />, <br />, <br />sm <br />I" (ISO') PRECAST <br />206 <br />13W (ION') PRECAST <br />217 <br />=4 <br />,10 <br />ISW Odd PRECAST <br />49 <br />m <br />4a <br />7r <br />m <br />, <br />/eM <br />m <br />40 <br />m <br />I1a <br />M <br />tm <br />t4a (I$n PRECAST <br />279 <br />14-0' (Ill PRECAST <br />206 <br />203 <br />100 <br />14W (iO1"( PRECAST <br />m <br />m <br />m <br />721 <br />m <br />, <br />4e <br />4" <br />n7 <br />,m <br />, <br />, <br />1m <br />I OM PRmiRg6® <br />NA <br />1410' (174i� FRES,RN® <br />KR. <br />264 <br />91 <br />t4V' (170� PRE <br />m <br />m <br />m <br />So <br />So <br />s► <br />m <br />m <br />m <br />m <br />1 <br />11n <br />,m <br />I" (I$" PRE <br />N.R. <br />tO4' (1SOM PRYSiR <br />N.R. <br />= <br />88 <br />184' (IK') PREBT <br />m <br />m <br />n4 <br />m <br />m <br />0w <br />b <br />m <br />m <br />, <br />nil <br />I <br />, <br />,Ia <br />Ir4' am PRESIRD1 ED <br />NR <br />17i PM PRffiMMM <br />NA <br />104 <br />64 <br />tri wel PRE91Rmm <br />,a <br />,a <br />m <br />m <br />4a <br />m <br />m <br />7e <br />m <br />I <br />tr <br />Ill <br />m <br />M1111111 <br />Ir4' ft32') PRE <br />NA <br />194• (732) PR691RLM <br />NA <br />I4O <br />R <br />low (03!')' P <br />,Q <br />1a <br />m <br />m <br />m <br />4a <br />4W <br />m <br />ea <br />M, <br />7W <br />1m <br />X11i PRE <br />N.R. <br />2114• Wn PRIMITIVISM <br />NA <br />126 <br />42 <br />ell Pon PRE9TR� <br />1e <br />VA <br />m <br />m <br />w <br />as <br />m <br />m <br />410 <br />>n <br />14M <br />m <br />2l 061 PRE61REO M <br />N.R. <br />2P10' C2M PRESTRFM <br />NA <br />,16 <br />40 <br />220 MM PRE <br />m <br />,a <br />m <br />m <br />m <br />m <br />1a <br />1M <br />m <br />,N <br />m <br />m <br />m <br />m <br />m <br />4w <br />m <br />4a <br />20O W PR13Y1�6m <br />NA <br />240" On PMBTR8M <br />NA <br />W <br />33 <br />21'O' (1M') PRE6iPOM <br />1M <br />m <br />MI <br />m <br />m <br />m <br />m <br />b <br />m <br />m <br />m <br />m <br />wa <br />Im <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 />RESAR. <br />•ALLVALUESTNIEN FROM 'SARLOAD TARM OY CISTCREIE MAY 2CIS EDITION -PRECAST PRODUCTS SY OTHERSTO MEETOR EXCEED VAWm STATED ABOVE <br />•ALLPRECASTPROMI ARE TOM METALLED PLRMAM6;ADYURE8 SMFWATDN6 -PROVIDE M961A1M 4"OF BWJNS PAST GAIN SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION4;ASTE-CASTE <br />DIVISION ACCEPTANCE #: 18-0128.03 <br />00�0000 <br />D�mOmO� <br />v�ovo�v <br />ODmO�Om <br />©m00000 <br />mom�noom <br />©os�0oo0 <br />moo�s�-��-! <br />�ms�v000 <br />s�oovEvs�v <br />m©DO©©0 <br />m�©DOCr1'1C�'1 <br />Om�O©00 <br />0000©�cn <br />voov000 <br />oomoo�� <br />s�os�moov <br />o©o©000 <br />■ADD©ENDED <br />oos�s�000 <br />■.�oovs�oo <br />0�00�00 <br />00000�0 <br />0000000 <br />000000v <br />0��0�00 <br />16 --------- -1---------- J <br />LIFT BEAM PLAN <br />SCALE: 114" - 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX: 407-7744078 <br />www.abdoskft"up.com <br />AA #: 0003325 <br />IM <br />Uu <br />:' <br />' <br />O <br />C1 <br />sumxv. ae m-nn <br />SILVERADO <br />LOT #1 <br />BLK" #17 <br />p 4 " - 1171 <br />1[ODEL <br />4EBB <br />"1828-CALI" <br />OAML&OR 811111 <br />LEFT <br />IPAOM <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />SCAM 1/4"=1"-0" 1 <br />s2 <br />