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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 WI (9) 1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 WI IOd x 1 112" 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 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 (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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PEIS36, .177"' x 2 7/8" 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 />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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(pet) <br />WXH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB7 <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />NIA <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 />1 8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <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 />SAFP <br />TOAD <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUS <br />I waa I <br />aims <br />ansaa <br />troy <br />IIPa4A <br />aPIBW <br />wa011 <br />TYPE <br />LENGTH <br />BUS <br />R1:MU <br />TYPE <br />LENGTH <br />w4r <br />4nlar <br />r/2alr <br />wax <br />WIG-ITwa1T <br />I r,sar <br />wear <br />~T <br />rw-v <br />WMIT <br />rear <br />WOIT <br />wax <br />74' (42') PRECAST <br />2251 <br />S4• (M PRECAST <br />1025 <br />t0aA <br />iMM <br />3'-0• (42') PRECAST <br />ter <br />7ew <br />sea. <br />' <br />ww <br />nw <br />Tan <br />Im <br />aegis <br />am <br />4304 <br />aMa <br />61. <br />Im <br />4'4' (48•) PRECAST <br />HISS <br />4'-0• (48') PRECAST <br />785 <br />783 <br />13DO <br />4'4' (4r) PRECAST <br />1m <br />fma <br />aoes <br />seta <br />4m <br />a s <br />sOm <br />1m <br />im <br />sate <br />w7a <br />4m <br />wlt <br />ttrt <br />4'4• (54) PRECAST <br />7699 <br />N-r (541 PRECAST <br />02 <br />W <br />1073 <br />#-S' (64') PRECAST <br />MY <br />ON <br />LOT <br />arm <br />400 <br />m/ <br />M <br />,NT <br />2040 <br />VOT <br />atm <br />ma <br />sn, <br />am <br />S4' M49 PRECAST <br />1217 <br />S-0' (S4") PRECAST <br />411 <br />411 <br />746 <br />S�' 8)49 PRECAST <br />,m <br />t <br />me <br />ww <br />am <br />aw+ <br />Ora <br />tom <br />me <br />ma <br />feaa <br />am <br />son <br />Ora <br />5.10' p0") PRECAST <br />1D82 <br />S-10' (70') PRECAST <br />340 <br />93B <br />a18 <br />F-Itr (70') PRECAST <br />tW <br />t <br />a n <br />nn <br />atr <br />4W <br />GO <br />1m <br />am <br />am <br />My <br />am <br />41w <br />V4• (M PRECAST <br />SOS <br />V4' (7C) PRECAST <br />W7 <br />721 <br />490 <br />V4' (/M) PRECAST <br />Ga., <br />, <br />am <br />m <br />,4r <br />Im <br />me <br />aw <br />am <br />am <br />r4' (W7 PRECAST <br />74s <br />r4' On PRECAST <br />424 <br />684 <br />388 <br />Td (90') PRECAST <br />m <br />, <br />, <br />ame <br />air <br />UV <br />am <br />TL <br />1w1 <br />iwl <br />am <br />ens <br />am <br />VW (712') PRECAST <br />se4 <br />V-4' (11r) PRECAST <br />328 <br />812 <br />280 <br />V4• (112•) PRECAST <br />, <br />1a <br />ate <br />am <br />a„ <br />m <br />,am <br />Im <br />,m <br />saw <br />am <br />1V4' (12r) PRECAST <br />478 <br />1V4• (128� PRECAST <br />284 <br />401 <br />180 <br />IV4' (128� PRECAST <br />m <br />m <br />m <br />It <br />IMI <br />, <br />all <br />m <br />m <br />IUD <br />1m <br />IMPare <br />wr <br />11'I' (138n PRECAST <br />382 <br />it'i' (1881 PRECAST <br />280 <br />462 <br />181 <br />11'4' (198') PRECAST <br />474 <br />aN <br />m <br />IMF <br />1ar <br />to <br />,7w <br />414 <br />for <br />10411" <br />,372 <br />im <br />IMPMV <br />17-V (144') PRECAST <br />337 <br />17-0' (144� PRECAST <br />244 <br />402 <br />197 <br />174' (1M� PRECAST <br />4m <br />4w <br />m <br />m <br />t <br />t <br />1m <br />4m <br />m <br />aW <br />im <br />1 <br />fn <br />area <br />17-C (IW) PRECAST <br />2N <br />13w (180h PRECAST <br />217 <br />324 <br />110 <br />IT-C (IOn PRECAST <br />4R <br />m <br />ar <br />rem <br />*$ <br />t <br />III= <br />IN <br />4w <br />710 <br />ttw <br />N <br />1w7 <br />14'4' (10t) PRECAST <br />279 <br />U'4' (199') PRECAST <br />208 <br />299 <br />100 <br />74'-0' (185� PRECAST <br />ON <br />m <br />m <br />ra1 <br />m <br />120 <br />4/a <br />44a <br />H7 <br />Iew <br />1 <br />t <br />1M7 <br />b4'4• (IM P1 <br />N.R <br />IWr (17r) PRESTRESSED <br />N.R <br />264 <br />91 <br />14'4• (17n F1 <br />m <br />m <br />7N <br />m <br />m <br />m <br />M <br />m <br />m <br />m <br />tet <br />1131 <br />,TN <br />154' (iB4'J PilE81RE8B® <br />N.R <br />1S4• (1841 PRESTRESSEDN.R. <br />2W <br />83 <br />7S4' (1841 PREBi <br />w1 <br />m <br />am <br />m <br />4" <br />w <br />m <br />m <br />m <br />nt <br />, <br />tea <br />1r{• PM PRE81Rfi88ED <br />NIL <br />1r4• (! PRE <br />N.R <br />194 <br />84 <br />1r1• C1081 PRE81TrF148� <br />w <br />1w <br />m <br />306 <br />40e <br />m <br />m <br />M <br />m <br />Tw <br />fan <br />w <br />/478 <br />PRE <br />NR <br />'�, 17-V Mn PRE <br />N.R <br />148 <br />S2 <br />1V4' Mn PRESTRESSED <br />WI <br />m <br />m <br />so <br />4w <br />44r <br />m <br />W. <br />Nt <br />W <br />t4T <br />tm <br />214' O " PRESIR�ED <br />N.R <br />21'-V Wn PRF81�8ED <br />N.R. <br />125 <br />42 <br />21'd• (2501 PRESTRESSED <br />142 <br />f4s <br />2N <br />m <br />w <br />era <br />m <br />wr <br />m <br />r44 <br />m <br />m <br />m <br />tm <br />22'-0' MC) PRE91AE88® <br />N.R <br />=1 C149 PRESTRESSED <br />NA <br />111 <br />40 <br />2r-W (264) PRES'1� <br />1A <br />1r <br />m <br />am <br />40 <br />m <br />m <br />In <br />tN <br />fw <br />to <br />m <br />9e7 <br />m <br />sla <br />m <br />Ha <br />m <br />4w <br />m <br />24'4• (2 n PREOTRE8MW <br />NJL <br />W-W (2B6') PRESIPF89® <br />N.R.91 <br />38 <br />24t0' (2 n PmErmEssm <br />1N <br />Zw <br />nt <br />m <br />m <br />7r <br />tm <br />IN <br />1>0 <br />9/D- - <br />-..4 <br />410 <br />- <br />164 <br />--__ <br />4N <br />--_ <br />ten <br />— <br />tams <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 VALUES TAKEN FROM'SAPE LOAD TABLES• BYCASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF SEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />0��000 <br />om0000m <br />��000Q"0 <br />®m0000'. <br />0®00�00 <br />CL <br />mmoo©0o <br />mm00©EWl^Q'! <br />0��0�00 <br />oosaoo�Q+ <br />0000000 <br />om000��r_! <br />0©00m�0 <br />®ommm�ao <br />�OmO�®0 <br />��m00m® <br />��00000 <br />�IDO�®DO <br />„----------.gym»—.--"»., -- --- -------,---,—„,—,„,„,,.—.—-----:"» <br />8F16-1T/OM/OB 8F16-1T/OM/OB �8F16-1T/OM/OB �,. _" ... <br />@ <br />� 1e <br />eTr a" <br />eM22222222222M$ <br />or�w1 i IVmruo > <br /><� <br />0 <br />'a <br />n <br />a+ <br />F <br />*N <br />1 <br />1 <br />( <br />@ <br />s <br />@ <br />� <br />1 <br />a <br />@ <br />s <br />4 <br />@ <br />$ <br />R <br />8 <br />1 <br />@ <br />� <br />1 <br />9 <br />e <br />� <br />@ <br />$ <br />$ <br />6 <br />� <br />$ <br />& <br />$ <br />mF <br />�1b <br />@ <br />LL4 <br />@ <br />S <br />@ <br />@ <br />UNO, PROVIDE B81 WHERE <br />� <br />$ <br />4 <br />ROOF TRUSSES BEAR, TOP <br />p <br />OF WALL EL. 8'-8", UNO. <br />@@. <br />S <br />I <br />@ <br />t <br />� <br />1 <br />8F8- <br />;r <br />1T/OWOB <br />% <br />0 <br />BF16-1T/OMlOB <br />BF28.1T/OM/OB <br />3 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdosigngroup.com <br />AA N: 0003325 J <br />$a <br />MIMI <br />BvsDm a I407 <br />SILVERADO <br />LOT 1 <br />BLK 19 <br />PROJECT�1 <br />04128.002 011 1 <br />MODRU <br />4EBB <br />"1828-CALI" <br />GARAGE BwirTG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />PRINT 03/04/20 <br />DATE: <br />BCALE: 1/4"=1'-0" <br />SHEET <br />44. s2 <br />