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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) 1Od x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 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 BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <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 (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 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 7/8' LONG, WRH WASHER 0 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 V-0% FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />RaMM 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 <br />E.E. - EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psO <br />W�, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx8 <br />(1)35 <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 />I <br />SAFE UPLIFT LOADS <br />FOR 8- <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />CIM 4-- <br />SAFPL <br />OAD <br />04 <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />6lA <br />000 <br />MIN <br />0`110 <br />w1248 <br />wises <br />IFI&IN <br />W*a <br />~a <br />now' <br />Ms-„ <br />w" <br />worn <br />gum <br />~11 <br />TYPE <br />LENGTH <br />am <br />on <br />RCMflI <br />TYPE <br />LENGTH <br />eei1T <br />10Sf <br />wlr,7 <br />NnBT <br />wtrrt <br />I wiser <br />eloan <br />I wNO2r <br />noe-tr <br />wwv <br />n3str <br />I sm¢r <br />e1•r1r <br />I won <br />rd (4T) PRECAST <br />2231 <br />30M <br />27n <br />stM <br />11a <br />am <br />Mm <br />,om <br />8'd (427 PRECAST <br />1025 <br />7024 <br />Im7d <br />(42') PRECAST <br />,1M <br />=MM <br />1 4Me <br />RMe <br />0132 <br />1 7001 <br />Mel <br />4e06 <br />na <br />IW <br />en4 <br />MN <br />Ito <br />10 <br />MIe <br />301e <br />43e <br />eta <br />am <br />tool <br />4•4„ (4B') PRECAST <br />t866 <br />21ol <br />2151 <br />MM <br />41m <br />Mn <br />ms <br />Ma <br />4W (4e') PRECAST <br />7� <br />703 <br />13BY <br />4'-0' (467 PRECAST <br />1- <br />Mm <br />2010 <br />Mn <br />41m <br />OM <br />aim <br />210 <br />4101 <br />6113 <br />7847 <br />Sao <br />10304 <br />/10 <br />IM2 <br />22a <br />3010 <br />On <br />am <br />On <br />am <br />4•d (64') PRECAST <br />76" <br />1= <br />21m <br />sm <br />3m <br />we <br />5= <br />=4 <br />4'd P149 PRECAST <br />882 <br />661 <br />1079 <br />4'd (�9 PRECAST <br />IM7 <br />Me <br />9m7 <br />Mm <br />400 <br />m1 <br />0' <br />21M <br />ale <br />0113 <br />7ee7 <br />eat <br />1ma <br />Ito <br />I3V <br />me <br />9m <br />33m <br />4a3 <br />mi <br />Om. <br />(84� PRECAST <br />1217 <br />1346 <br />,m <br />Io <br />20 <br />e1M <br />MM <br />42e <br />B 4• (647 PRECAST <br />411 <br />411 <br />746 <br />W-C (64-) PRECAST <br />Iola <br />171 <br />227a <br />MM <br />aM <br />3M1 <br />41M <br />1= <br />3010 <br />01e <br />70/7 <br />101127- <br />me <br />Ills <br />20' <br />M21 <br />aM <br />am <br />41a2 <br />9-iP (70'J PRECAST <br />to62 <br />71m <br />lin <br />Im <br />2= <br />Me <br />an <br />$m <br />8-17 (70') PRECAST <br />910 <br />89B <br />btb <br />a-t0' (76•) PRECAST <br />o <br />1 <br />MM <br />MR <br />MM <br />413e <br />Mal <br />= <br />aM <br />7/M <br />71e1 <br />0/ <br />aM <br />I. <br />MM <br />MM <br />wor <br />MM <br />410 <br />bid. PRECAST <br />101 <br />2In <br />sm <br />MN <br />3707 <br />43D <br />am <br />616' PRE(�'AB'i <br />607 <br />72t <br />480 <br />6'd (7B') PRECAST <br />o <br />law.. <br />MM <br />as <br />I= <br />2177 <br />240 <br />oI <br />ass <br />m <br />m <br />,4n <br />Imes <br />32M <br />2m <br />3M/ <br />via <br />Td mn PRECAST <br />743 <br />mw <br />Im <br />Ma <br />= <br />Mw <br />31m <br />Me <br />rd (9a') PRECAST <br />424 <br />534 <br />303 <br />rd (M PRECAST <br />m <br />, <br />, <br />My <br />ao <br />1ai <br />17A <br />Ma <br />MM <br />1a, <br />se7 <br />0472 <br />R7 <br />12a <br />,es <br />MM <br />2m <br />nu <br />3m <br />Od• t1 PRECAST <br />( <br />554 <br />= <br />1m <br />INN <br />2M4 <br />MIN <br />21e <br />MO <br />9�4' (17r) PRECAST <br />326 <br />512 <br />MID <br />8•d' (t12� PRECAST <br />aol <br />me <br />11 <br />mm <br />lot <br />2fa <br />210 <br />m <br />Ise <br />/ee <br />MM <br />2e/ <br />e= <br />M1 <br />= <br />13+e <br />,sa <br />teM <br />22M <br />an' <br />Iad (1 PRECAST <br />476 <br />6M <br />m <br />1247 <br />MIN <br />2777 <br />21M <br />2a1 <br />tad (126) PRECAST <br />284 <br />407 <br />180 <br />tad• (128') PRECAST <br />Mw <br />ou <br />nM <br />I= <br />Me6 <br />27M <br />47a <br />'m <br />m <br />IIM <br />"m <br />Im <br />2m6 <br />MIN <br />It'd (i3d1 PRECAST <br />eel <br />= <br />se <br />I= <br />we <br />sm <br />PIN <br />4a/ <br />114• (1387 PRECAST <br />260 <br />462 <br />164 <br />/1L' flab') PRECAST <br />4t4 <br />am <br />o <br />ton <br />1m <br />= <br />oe <br />ww <br />teal <br />am <br />31V <br />40 <br />4M <br />o <br />t <br />In2 <br />lea <br />ale <br />21M <br />ird (144-) PRECAST <br />337 <br />ale <br />an <br />12" <br />,Me <br />sp <br />2m <br />MO <br />17d (144� PRECAST <br />244 <br />402 <br />137 <br />1rd (144� PRECAST <br />4m <br />40 <br />70 <br />m <br />,1 <br />to <br />= <br />WIN <br />wee <br />ee4 <br />21M <br />MIN <br />a= <br />am <br />2m <br />M. <br />,o <br />amb <br />134• (18D•) PRECAST <br />286 <br />m <br />m <br />em <br />I4M <br />Iw <br />Me <br />Mu <br />try' (18a) PRECAST <br />217 <br />324 <br />110 <br />ISW (n0) PRECAST <br />4n <br />M. <br />a07 <br />m <br />o <br />1 <br />,MD <br />m <br />m <br />Ian <br />um <br />,m <br />we <br />Mo <br />4L <br />4e0 <br />70 <br />In1 <br />w, <br />Isar <br />14'd ( ') PRECAST <br />r7 <br />m <br />m <br />1= <br />131 <br />ISO? <br />21V <br />2m <br />14'd (188') PRECAST <br />206 <br />203 <br />100 <br />IN-V (IfIn PRECAST <br />Mt <br />am <br />m <br />7M <br />eM <br />Ino <br />4a <br />m <br />wm <br />,m <br />Ion <br />sM <br />9m <br />4M <br />m <br />717 <br />mn <br />tm <br />PRESTRESSED (IM PRESTRE8 <br />N.R.m <br />M <br />1m <br />m <br />m <br />m <br />Nit <br />m <br />194r (17e') PRE <br />NR <br />264 <br />81 <br />IWr (IM PRESTRESSED <br />MO <br />2e <br />314 <br />30 <br />Om <br />m <br />a2 <br />wo <br />m <br />I <br />Vol <br />m <br />1131 <br />I7w <br />m <br />nm <br />1= <br />2Me <br />MIT <br />2H2 <br />19I• (184) PROITRESSED <br />NR <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />t6'd (164� PREBT <br />RR <br />268 <br />83 <br />low (18P) PRE817S68� <br />3M <br />2m <br />3" <br />3111 <br />41' <br />ale <br />eA <br />o <br />m <br />Mt <br />104, <br />1m <br />4n <br />710 <br />1M0 <br />Im>ON <br />2m <br />W3 <br />1r4• (208•) PIY8TRE86® <br />N.R <br />M^ <br />�« <br />eM <br />m <br />m <br />trd (208•) PRE8IREIM <br />N.R <br />104 <br />84 <br />1rd'. (2M PRESTRESSED <br />tm <br />to <br />sa <br />Me <br />o <br />= <br />Ot <br />7a <br />eM <br />m <br />tm <br />m <br />o <br />ale <br />o <br />IMe <br />to <br />on <br />2XF <br />n4' ( PRE8TRE66® <br />N.R. <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />11Y4' Mn PRESTRESSED <br />NR <br />14S <br />62 <br />19j' Mn FRF&1 <br />1C <br />,M <br />= <br />m <br />3e <br />4M <br />4a <br />= <br />6A <br />a" <br />ea <br />747 <br />12n <br />pM <br />4" <br />m <br />,on <br />wM <br />Is" <br />1718 <br />21'4- P <br />NR <br />m <br />m <br />m <br />m <br />m <br />m <br />M <br />2t•d• mr PREB1� <br />N.R.126 <br />42 <br />21'-• Wn PRESIR� <br />'a <br />10 <br />n4 <br />M2 <br />M7 <br />M3 <br />M <br />= <br />480 <br />m <br />o <br />o <br />Me <br />,m <br />,m <br />340 <br />= <br />se <br />ttu <br />I= <br />/4M <br />2rd ae•') PREFTI ED <br />NR <br />m <br />"A <br />m <br />m <br />m <br />m <br />m <br />2r4r 001 PRE <br />NR <br />116 <br />40 <br />2rd (7641 PRESTO <br />In <br />In <br />m <br />M1 <br />a3 <br />= <br />0 <br />ale <br />= <br />m <br />_ <br />tM <br />316 <br />6M <br />7a <br />fa7 <br />I= <br />13M <br />28d gin PRLBT <br />NR <br />e1 <br />NR <br />M <br />m <br />m <br />m <br />m <br />2fd (266') PR�IRE88® <br />NR <br />w <br />s9 <br />24•0 Wn Pt <br />' <br />m <br />Im <br />= <br />M7 <br />M' <br />3a <br />40 A <br />4e <br />MPA <br />= <br />Mail <br />M7 <br />Us <br />m <br />9m <br />4m <br />eM <br />W <br />1012 <br />12M <br />(e)THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(0) 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 VALUES TAKEN FROM'BAFE LOAD TABLES• BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFICATIDNS -PROVIDE MINIMUM 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 E: 16-0126.03 <br />L---- m----- L--_—------ i L-------------- A ----- m----m ---j <br />LIFT BEAM PLAN <br />SCALE: 1/4' = V-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />wwwabdesWw9=P.com <br />Il AA S: 0003325 <br />tip$ <br />i <br />$ <br />t <br />aVHD2V. as w7il <br />SILVERADO <br />LOT #27 <br />BLK #18 <br />PROMOT <br />04128.001-27181 <br />UODSL: <br />4EBB <br />"1828-CALI" <br />GARAGM STaNO: <br />RIGHT <br />PAIR: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MH EVE <br />AA <br />NO <br />1 acALR: 1/4_=1'-0- 1 <br />s2 <br />