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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) 10d 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 H1OA 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 (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 20 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 P8S36, .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 />HEADER SCHEDULE <br />MARK <br />REMARK <br />DESCRIFT70N <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.OA. = 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 />fc <br />(Psi) <br />SIZE <br />WH, <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)#5 <br />N/A <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 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />�Ms► <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />oss".4 M59 <br />SAFP <br />TOAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />8UB <br />"m <br />*&IS <br />"m <br />aF1a•1s <br />F"Oe <br />amm <br />WE <br />wale <br />w" <br />srat4s <br />rffim <br />rats <br />F22-0s <br />rats <br />TYPE <br />LENGTH <br />SUS <br />We <br />ROMU <br />TYPEm <br />LENGTH <br />IIT <br />rte4T <br />F,4a <br />Fffi4T <br />W20V <br />Fn-IT <br />Fxm <br />Fffi4T <br />Val -IT <br />9324T <br />alma <br />r4• (a2ry PRECA8T <br />2291 <br />aow <br />aII <br />etp <br />eM7 <br />em <br />rota <br />1Mn <br />rr ( % PRECAST <br />t025 <br />10?A <br />i6e9 <br />r4 (42ry PRECAST <br />am <br />4m <br />ap <br />nm <br />70n <br />mM <br />4m <br />nw <br />mt <br />M74 <br />I0W <br />11m <br />not <br />4a44 <br />am <br />etp <br />7m1Zan <br />(48ry PRECAST <br />lessm <br />MI <br />am <br />4r0 <br />m1 <br />im <br />nar <br />4'4' (48ry PRE.CABT <br />7K <br />763 <br />1509 <br />!'-0• 14e'1 PRECAST <br />am <br />ffita <br />4m <br />em <br />e0»!'-0' <br />an <br />nw <br />m7 <br />m4 <br />low <br />11m <br />s <br />m0 <br />ffits <br />4am <br />I= <br />em <br />!,�(�'PRECAST <br />16M21M <br />,m <br />2110 <br />mI <br />am <br />4a» <br />em <br />em <br />4'$ (e4ry PRECAST <br />6Bt <br />7079 <br />4'4• (el') PRECAST <br />im7 <br />sm <br />40N <br />4711 <br />IM <br />4m <br />011a <br />7a47 <br />ep2 <br />Ism <br />11101 <br />40 <br />2I07 <br />am <br />40,a <br />NMI <br />ape9i• <br />(M' PRECAST <br />1217 <br />'aO <br />14ie <br />,mm0nffi <br />a0M <br />ON�, <br />(04ry PRECAST <br />417 <br />411 <br />746 <br />9i• (e47 PRECASTe <br />22m <br />ape <br />am <br />301 <br />4mINS <br />mM <br />m <br />7e47 <br />mos <br />ffiM <br />am <br />aM1 <br />4m <br />5ti70' Mn PRECAST <br />tOS2 <br />n06 <br />Ills <br />ten <br />2m <br />2m <br />am <br />aw <br />9-10' M PREC14" <br />910 <br />99e <br />e,e <br />6'-17 (70') PRECAST <br />m <br />M'atp <br />am <br />4m <br />Ion <br />2m <br />4m <br />is,,sm <br />m <br />1M7 <br />feM <br />ffiee <br />31r <br />Mffi <br />Iip <br />94• M PRECAST <br />e06 <br />im <br />m7 <br />am <br />mn <br />sw <br />an <br />mt <br />94• M PRECAST <br />WT <br />T2, <br />490 <br />94' (»') PRECAST <br />m <br />t <br />ffiM <br />affi1 <br />m <br />1m <br />21" <br />sm <br />mt <br />am <br />Imew <br />NO" <br />m <br />Uff <br />1m <br />2m <br />2m <br />affi1 <br />U12 <br />r4• (SO') PRECAST <br />748 <br />Is" <br />17m <br />aep <br />am <br />am <br />am <br />aeffi <br />(BOry PRECAST <br />424 <br />854 <br />888 <br />rM (e0') PRECAST <br />7ID <br />t <br />1 <br />Zen <br />am <br />ini <br />1m <br />m, <br />WIN <br />m, <br />aF7 <br />am..r4' <br />IV <br />,m <br />/m <br />sm <br />sps <br />2M7 <br />4m <br />94' (11 PRECAST <br />564 <br />m <br />11M <br />1m <br />m4 <br />em <br />2m <br />am <br />9i' (112ry PRECAS <br />eze <br />572 <br />280 <br />9i' (1t2ry PRECAST <br />m <br />7p <br />II <br />1471 <br />1n <br />nr <br />1m <br />m <br />1m <br />,m <br />sm <br />am <br />am <br />e0, <br />m <br />1 the <br />,m <br />1m <br />m1 <br />am <br />194• (12r) PRECAST <br />475 <br />m <br />m <br />1aA <br />2]ffi <br />21" <br />am <br />am <br />I94' (,2ery PRECAST <br />264 <br />401 <br />18D <br />194• (12r) PRECAST <br />m <br />m <br />m <br />/m <br />1481 <br />i <br />MI <br />m <br />tap <br />tm <br />2m <br />27et <br />4m <br />m <br />m <br />,eM <br />w» <br />tm <br />ffiM <br />pM <br />I14' (188ry PRECAST <br />882 <br />Will <br />m <br />,m <br />tm <br />2qa <br />n27 <br />4m <br />114• (18ery PRECAST <br />1SD <br />462 <br />164 <br />11'i• (19ery PRECAST <br />474 <br />m <br />m <br />m7 <br />to <br />Im <br />m <br />m <br />tm <br />Im <br />2m <br />31V <br />4m <br />104 <br />m <br />1 <br />1a» <br />"a <br />Im <br />ne7 <br />Ir-0' (144ry PRECAST <br />887 <br />On <br />on <br />tm <br />1m <br />nffi <br />ffiM <br />sm <br />Ira (fury PRECAST <br />244 <br />402 <br />IV <br />Ir4' (tury PRECAST <br />m <br />m <br />Tar <br />m <br />I <br />Im <br />m <br />e» <br />1m <br />1m <br />nM <br />2m <br />am <br />4m <br />m <br />m <br />1a0e <br />gm <br />( eory PRECAST <br />iri• 1 <br />2Be <br />471 <br />m <br />tam <br />Im <br />Im <br />ae <br />2m <br />Uri• (IW) PRECAST <br />217 <br />324 <br />110 <br />124• (160ry PRECAST <br />416 <br />m <br />wr <br />m <br />m <br />, <br />1m <br />117 <br />m <br />lm <br />1496 <br />Im <br />me <br />ma <br />4M <br />40 <br />m <br />110 <br />w <br />1 <br />tee? <br />100 (18ery PRECAST <br />279 <br />4ffi <br />m <br />Im <br />Im <br />Ier <br />na <br />m0 <br />14'-0' (IBBry PRECAST <br />205 <br />298 <br />I00 <br />14'-0' (1eBry PRECAST <br />m <br />m <br />m <br />m <br />m <br />Im <br />4M <br />m <br />1m <br />1m <br />eM7 <br />na <br />am <br />4,0 <br />4ffi <br />717 <br />1m <br />/ <br />1 <br />1MI <br />I!'4• (17ery PREWnUMED <br />N.R. <br />Nt <br />m <br />m <br />m <br />In <br />III <br />III <br />14'4• (17ery PRESWOM <br />N.R. <br />264 <br />91 <br />W4' (17n PR681 <br />m <br />20 <br />m <br />m <br />m <br />m <br />W2 <br />m10� <br />m <br />m <br />11n <br />1734 <br />410 <br />m <br />/2» <br />1m <br />2m <br />a7 <br />nw <br />194' (164ry PRE87RESSFD <br />NUt <br />Mt <br />NO <br />N1 <br />Nt <br />m <br />m <br />/R <br />19i• (1e4ry PRES'IRBiB® <br />RR <br />2BB <br />p <br />79i' (1B4ry PRE811ifi88ED <br />m <br />m <br />a12 <br />m <br />4" <br />ne <br />M/ <br />m1eM <br />1 <br />nY <br />7w <br />1a10 <br />1m <br />arY <br />2pD <br />as <br />iri' (1057 PR6871e:S w <br />N.R.N <br />m <br />m <br />Nt <br />Nt <br />MR <br />lri' (20e') PREBI <br />N.R. <br />194 <br />64 <br />Ir4' (20ery PRESVTMED <br />ep <br />1p <br />m <br />m <br />m <br />m <br />m <br />7p14m <br />m <br />m <br />m <br />m <br />1m <br />710e <br />tm <br />m7 <br />I9i•n <br />(282') PRE87RE88ED <br />N.R.N <br />Nt <br />N1 <br />Nit <br />m <br />Nt <br />N1 <br />19i' (29r) PRE811tl <br />NA <br />148 <br />62 <br />19i' (292ry PR66112 <br />ua <br />In <br />m <br />m <br />m <br />420 <br />u7 <br />m <br />717 <br />1R7 <br />m <br />4ffi <br />m <br />,Op <br />1a <br />Ins <br />me <br />214• (2Se') PRESSED <br />N.R. <br />m <br />m <br />m <br />m <br />m <br />27'i' Mir) PRESS <br />NA <br />125 <br />42 <br />214' Mn PAE81 <br />W <br />Nt <br />m <br />a <br />W <br />an <br />m <br />W. <br />m <br />1m <br />tM <br />m <br />m <br />m <br />ttw <br />Ins <br />tm <br />2r-V C"9 PRESSED <br />N.R. <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />2r4' (2e4ry PRE811MM <br />N.R.118 <br />40 <br />m(r (2Mry PREBTRC� <br />to <br />ip <br />m <br />m <br />m <br />m <br />a» <br />na <br />m <br />m <br />1n <br />ne <br />m <br />m <br />Iw <br />tm <br />IBM <br />24'-0• Mn PRfiSIRGBSED <br />N.R <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />2r-0• (lee') PRfi81l <br />MR. <br />BI <br />SS <br />24'4• (2e6ry PPESTR�BED <br />tat <br />i» <br />1n <br />30 <br />IiNss <br />tffi <br />m <br />4e0 <br />ew <br />m <br />1M2 <br />1p2 <br />1ffi <br />m <br />310 <br />M <br />m <br />ip <br />IN <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 SAFE LOAD TABLES' BY CASTCREIE MAY 2015 EDITION - PRECAST PRODUCTS 9Y OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE PWALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0128.03 <br />". 8F16-1T/0M/0B __. 8F16-iT/0M/0B 8F16-1T/0M/0B� <br />2� <br />) <br />t <br />L <br />s <br />a <br />� <br />GT <br />�` <br />s <br />? SF16-1T/OM/OB �n, � 1 <br />$ 3 01 I <br />^a <br />R N, 10 <br />% N, e <br />% <br />6 t ) <br />H ( <br />a a <br />% K s <br />E ) <br />( 3 1 <br />( <br />I % 9 <br />5LL � E <br />'tW 7 t <br />3 $ <br />LINO, PROVIDE BB1 WHERE s I <br />ROOF TRUSSES BEAR, TOP i e <br />OF WALL EL. 8'-8", UNO. $ <br />8 9 <br />d € <br />i <br />( � Y <br />% r eti L — — — — — J • 3 <br />, <br />8F8-^g <br />1 T/OM/OB <br />I <br />( <br />.t' <br />9 8F16-1T/0M/0B 8F8- 8F28-1TI0M/0B <br />I eIti 1T/OM/0B <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />11 N. RONALD REAGAN B( <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.00m <br />AA M 0003325 <br />W <br />i <br />its <br />4 <br />i <br />atmDty ae L0T: <br />SILVERAD0 <br />LOT 17 <br />BLK 18 <br />PROJECT# <br />04128.002 17181 <br />MODRU <br />4EAB <br />"1672- ARIA11 <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />\ M NO W723 J <br />aRINT <br />A 03/05/20 <br />8CALE: 1/4"=1'-0" <br />aI' = <br />S2 <br />