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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WS 10d x 1 12" 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 BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <br />CONCRETE LINTELS. <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 (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 REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177"' x 2 718" LONG, WITH WASHER @ 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 />HEADER SCHEDULE <br />MARK <br />DESCPJP71M <br />REMARK <br />Q <br />(2) 2X8 <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 />f. (psi) <br />,�'H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#S <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR B" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />4LmP� <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />a1wP�IIm <br />SAFE <br />��/► <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />8lb <br />clew <br />ows <br />rins <br />r,ss <br />WM48 <br />ruts <br />SMOG <br />wwIp <br />ar0as <br />wame, <br />Sari <br />rmu, <br />VIWW <br />Sass <br />TYPE <br />LENGTH <br />$H <br />We <br />RCMU <br />TYPE <br />LENGTH <br />WW <br />owu <br />0/2-tT <br />dear <br />Stan <br />wow <br />efaun <br />awar <br />snl tT <br />roar <br />Dan <br />rear <br />suet-n <br />maaaa <br />9'4I' (42') PRECAST <br />2291 <br />e0w <br />am <br />slew <br />4wr <br />sw <br />sox <br />/01a1 <br />9'4r (42'1 PRECAST <br />1026 <br />1024 <br />189s <br />8'd (4z) PRECJIBT <br />1wP <br />ame <br />aw <br />4w <br />e0a <br />Gm <br />mot <br />a4w <br />4ma <br />Mfa <br />Ism <br />ens <br />low <br />itlw <br />few <br />aw <br />aw <br />4w <br />was <br />etas <br />Im <br />4'-0• <br />C4� PRECAST <br />1986 <br />7ee1 <br />seal <br />aew <br />4110 <br />wM <br />mM <br />emr <br />(4S') PRECAST <br />768 <br />7B8 <br />1809 <br />Pd (4B') PRECAST <br />um <br />2#s <br />00 <br />wa <br />46m <br />000 <br />w0 <br />elm <br />40m <br />e112 <br />7sW <br />W4 <br />tow <br />lies <br />an <br />tan <br />2305 <br />3010 <br />wa <br />490 <br />0110 <br />a0 <br />#4r PRECAST <br />91r1 <br />1899 <br />mm <br />Ms <br />2101 <br />sm <br />flare <br />am <br />ra4 <br />4d ' PRECAST <br />8B2 <br />1079 <br />44r (64) PRECAST <br />MY <br />JIM <br />2Ir <br />atra <br />40m <br />4m <br />One <br />2me <br />4m <br />4113 <br />I W <br />wI! <br />taw <br />/fIw <br />nu <br />Mm <br />2707 <br />3110 <br />400 <br />41FIt <br />aa0 <br />S{' (84•) PRECAST <br />1w <br />wo <br />MDe <br />sam <br />411 <br />411 <br />745 <br />S{(6tPRErAffr <br />tMlam+n <br />20 <br />am <br />aw <br />0M <br />4ea <br />Im <br />a010 <br />aam <br />W <br />tm <br />/70 <br />s0 <br />gems <br />afw <br />aw <br />42a <br />5-10' (%0') PFYi'J18I' <br />1062 <br />tin <br />11m <br />1w1 <br />moo <br />peal <br />sm <br />Dim <br />S-1P (iP) PRECAST <br />S16 <br />396 <br />818 <br />5-10• (70•) PRECAST <br />M <br />/ <br />22w <br />SW <br />3W <br />4133 <br />Im <br />nu <br />4m <br />TINT <br />ems <br />m <br />taw <br />20ee <br />2m <br />3w <br />3m <br />m3s <br />6'fi (7B� PF�0A87 <br />902 <br />n0 <br />2177 <br />340 <br />3 M <br />m2 <br />4w4 <br />am <br />S'� Cam) PRECAST <br />6W <br />721 <br />4911 <br />6'fi' (78') PRECAST <br />M. <br />, <br />t <br />= <br />aw <br />8/ <br />� <br />� <br />� <br />nr, <br />epee <br />M <br />w <br />14a7 <br />few <br />2m <br />20o <br />a0l <br />m2 <br />Td' (YOy PRECAST <br />7b <br />iMt <br />Ire <br />swt <br />2706 <br />pas <br />afM <br />211a <br />rd (807 PRECAST <br />424 <br />584 <br />8l{8 <br />Tfi MISS PR�'/18T <br />Tex <br />31a9 <br />was <br />1M1 <br />170 <br />aM <br />sew <br />am <br />swr <br />om <br />m7p <br />two <br />2m <br />2ms <br />am <br />eta <br />f-r 11 PRECAST <br />{ 2•) <br />m <br />1ls <br />1e0 <br />aw <br />ame <br />gem <br />uw <br />9{' (1121 PRECAST <br />820 <br />672 <br />220 <br />7{' (112� PRECAST <br />w <br />/ <br />um <br />1 <br />21w <br />200 <br />xw <br />181a <br />tem <br />2w <br />a4e1 <br />wm <br />w <br />1Me <br />,em <br />tew <br />2214 <br />w4 <br />1W-0• (126') PRECAST <br />476 <br />m <br />em <br />Iw <br />2os <br />nn <br />210 <br />038 <br />1W4r (1267 PRECAST <br />284 <br />401 <br />180 <br />10'4r (126) PRECASTam <br />wo <br />em <br />,lm <br />1 <br />2M, <br />tom <br />tem <br />tawact <br />4w <br />m <br />11w <br />tat <br />11w <br />2ma <br />2Dm11'-'r <br />1 <br />(PRECAST <br />992 <br />"Mt0m <br />em <br />our <br />4001 <br />11'{' (188') PRECAST <br />TSD <br />4;Q <br />1lt1 <br />11•{• (1987 PRECAST4w <br />414 <br />em <br />ton <br />tv <br />tM <br />1as <br />sm <br />00 <br />Mn <br />4me <br />7 <br />lam <br />10m <br />iemw <br />21mam <br />17-0" (144') PRECAST <br />887so <br />em <br />1w <br />UK <br />21m <br />as <br />aew <br />1740" (1447) PRECAST <br />2N4 <br />402 <br />137 <br />1r4" (144') PRECAST <br />4m <br />rn <br />em <br />, <br />1 <br />Im <br />as <br />+a4 <br />fw <br />Ms <br />ame <br />ama <br />. <br />em <br />tam <br />1 <br />tM <br />sma <br />18'{• (16D•) PRECAST <br />286 <br />m <br />ma <br />1ma <br />"a <br />tees <br />22s <br />aw <br />/7{• (III PRECAST <br />217 <br />324 <br />110 <br />IT-V (160ry PRECAST <br />4m <br />ale <br />m <br />m <br />w <br />1 <br />13D <br />47t <br />ma <br />mrs <br />Im <br />Im <br />tam <br />am <br />4. <br />4m <br />Teo <br />/tw <br />t4 <br />tw2 <br />1104r 1 <br />(� PRC4J18T <br />2'79 <br />424 <br />to <br />I= <br />1220 <br />mw <br />2m <br />awe <br />I r4r (186) PRECAST <br />206 <br />298 <br />109 <br />wr (ion PREC w <br />w <br />w <br />ws <br />70 <br />w <br />1 <br />lam <br />4m <br />7w <br />f0w <br />law <br />1/67 <br />a1v <br />aw0 <br />00 <br />425 <br />717a <br />mw <br />1 <br />f <br />tw7 <br />I,r4r 1 <br />( 76') PR68'IR686ED <br />NA <br />mi <br />w <br />m <br />w <br />mMR <br />I*r (176•) PRESIPIB® <br />RR <br />234 <br />91 <br />1,V4r (178n PREUMES ED <br />20 <br />a0 <br />w <br />aw <br />e0 <br />4m <br />r2 <br />411 <br />e0 <br />13016W <br />em <br />IMMSilm <br />trn <br />1734 <br />sw <br />m <br />fe/0 <br />too <br />ssm <br />w7 <br />ms <br />iS{' (1647 PRE <br />NA <br />Nt <br />� <br />Nt <br />Nit <br />1S4• (184') PRESTRESS® <br />N.R <br />260 <br />88 <br />1S{• (184' P <br />w <br />23D <br />eta <br />aw <br />4w <br />Ms <br />m <br />me <br />m <br />120.J <br />Mt <br />VAID. <br />1M <br />flu <br />?t <br />7ro <br />an <br />,7w <br />a0w <br />2Dw <br />10 <br />wa <br />it{' (20B') PIi�1RF88® <br />NA <br />� <br />NR <br />NR <br />Nit <br />Nit <br />Nit <br />1T{• � PRIMTRESM <br />N.P. <br />191 <br />84 <br />1T{• (q(p•) PRFST <br />it <br />m <br />sw <br />w <br />4w <br />we <br />mW <br />mo <br />mus <br />tw—log. <br />wra <br />am <br />em <br />aea <br />1aa <br />tem <br />mm <br />20a <br />1Y{' (2A2') PRESTRESSED <br />NA <br />tw <br />let <br />MR <br />lot <br />Nl <br />let <br />Nl <br />let <br />Mn P <br />N.R. <br />52 <br />1P{• M2') P <br />/67 <br />in <br />ms <br />2m <br />all <br />em <br />420 <br />447 <br />e0 <br />447 <br />wt <br />eW <br />, <br />747 <br />12a7 <br />2m <br />sw <br />lw <br />Im <br />1ffi <br />tam <br />Iris <br />v-v On P <br />NA <br />M <br />III <br />w <br />lot <br />M <br />M <br />Nt <br />27'{• OnPRE81RE88ED <br />N.R. <br />126 <br />42 <br />2T{• PRESIR <br />tQ <br />1m <br />w <br />20 <br />am <br />m <br />am <br />en <br />40 <br />rn <br />w <br />4s <br />ma <br />tom <br />tw <br />sa <br />we <br />em <br />11" <br />an <br />ime <br />274Y (284') PRESIREasm <br />NA <br />rn <br />Nt <br />tat <br />M <br />w <br />mt <br />NR <br />�� �� PRE <br />NA <br />110 <br />40 <br />274r P"') PR[ <br />tar <br />tw <br />aw <br />m <br />4w <br />50 <br />m <br />m <br />am <br />w <br />,pp <br />mg <br />an <br />� <br />134 <br />sa <br />1m <br />am <br />in <br />M7 <br />342 <br />er <br />46 <br />w <br />4w <br />ew <br />w7 <br />w4r (p7 PtESiRE� <br />RR <br />NI <br />Nt <br />Nt <br />M <br />Nt <br />Nt <br />la <br />24•4r Mn P <br />N.R. <br />91 <br />38 <br />w-w (286') PRE <br />las <br />am <br />a/e <br />4m <br />ew <br />7a7 <br />em <br />to <br />m <br />4w <br />1 w <br />1 so <br />tOm <br />tpm <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />ALL VALLE$TAKENM M'SAFE LOAD TABLES' BY CASTCAETE MAY 21H5 EDMW - PRECAST PRDOIICTS BY OTHERS TO MEET OR EXCEEDVALUES STATED ABOVE <br />ALL PRECAST PRODUCLSARE TO BE INSTALLED PER MAMffACTURES SPECIFICATIONS - PROVIDE AOAA6A# 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE # 160126.03 <br />8F16-11T/0M/0B 8FI6-1T/0M/OB 8F16-1T/OMMS <br />u <br />m <br />€ <br />@ <br />ao <br />GT <br />0, <br />k 6116-1T/OMM13 I <br />r: 'JI re u <br />a � <br />a" <br />1 � ( <br />•a i <br />) S <br />{ r s <br />7 <br />'o <br />10 ( <br />'sue 1 4 <br />)m <br />l 6 <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP "• <br />OF WALL EL. V-8", UNO. <br />a ) <br />( ) 3 <br />if <br />a <br />{ <br />8F8- <br />1 ( y' IT/OMroB 3 <br />GT <br />S <br />( { o <br />8F16-1TroM/0B # , 8F28-1T/OWOB y°`e <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />i"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdesigngroupcom <br />AA 9: 0003325 <br />W <br />� <br />� <br />T <br />a <br />sysDIV. ds WTil <br />SILVERADO <br />LOT 21 <br />BLK 18 <br />PROJECT* <br />04128.002 21181 <br />1LODELa <br />4EAB <br />"1672-ARIA" <br />GARAGE SIWMO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />