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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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 10d 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 />MANUFACTURERS 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 />S.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 />S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WLLL 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 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 />BEAM SCHEDULE <br />RRZRM INDICATE 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 />(�I) <br />WkH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB7 <br />MASONRY <br />3000 <br />8x8 <br />0)#5 <br />N/A <br />GROUTED SOLD <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 />`}IaNOMes <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*1f9t•0— <br />�PL`FOAD <br />*-4-" <br />SAFE <br />LOAD- <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />&M <br />/Ease <br />sate <br />eFtx4s <br />amms <br />trtam <br />s'u" <br />eFtaas <br />~o <br />0Pm4B <br />wm40 <br />Is7p= <br />tl26t0 <br />maaae <br />vm.m <br />TYPE <br />LENGTH <br />SU9 <br />SF8 <br />RCMU <br />TYPE <br />LENGTH <br />el�tr <br />p4a7 <br />tFta4T <br />auar <br />itH7 <br />I mmw <br />ttaatr <br />wAv <br />/Faa•17 <br />sml <br />4Fa.n <br />IVM3f <br />tlFaan <br />scan <br />8d PRECAST <br />2297 <br />am <br />VIS <br />mIN <br />OW <br />OM <br />as <br />t0a1 <br />14r (4r) PRECAST <br />1025 <br />1024 <br />lm <br />T-r (42') PRECAST <br />Im <br />am <br />am <br />4m <br />ow <br />am <br />"m <br />sm <br />4a <br />mIa <br />»p <br />=4 <br />teat <br />ttm <br />m0 <br />am <br />31M <br />sat <br />om <br />Ra <br />TOm <br />�,a• <br />(� PRECAST <br />ISM <br />m1 <br />nm <br />sm <br />4m <br />am <br />7m <br />0107 <br />4'd PRECAST <br />766 <br />789 <br />1209 <br />4$ (46') PRECAST <br />"a <br />as <br />am <br />ama <br />4m <br />am <br />INTO <br />as <br />4m <br />m" <br />Tan <br />am <br />tam <br />tf0a <br />»a <br />ma <br />am <br />TON <br />470 <br />ma <br />INTO <br />4,$ (64') PRECAST <br />7699 <br />tm <br />2H0 <br />am <br />sm <br />we <br />am <br />mt <br />4'$ (6t••) PRECAST <br />BB7 <br />f079 <br />4'$ (64") PRECAST <br />7A7 <br />ININ <br />TOW <br />aTO <br />40" <br />mt <br />aTO <br />2/IN <br />4a5 <br />R" <br />»n <br />apt <br />t0a4 <br />ttm <br />ta7 <br />a#a <br />Vol <br />7i76 <br />/o" <br />mt <br />aaTO <br />94' 184� PRECAST <br />,217 <br />tm <br />tas <br />Im <br />am <br />31a <br />WIN <br />4m <br />1e49 PRECAST <br />411 <br />411 <br />746 <br />Si' (e49 PRECAST <br />fm <br />171 <br />a» <br />as <br />am <br />am <br />4m <br />tm <br />aIN <br />N16 <br />7a4f <br />tm <br />t7ta <br />2YTO <br />sa <br />all <br />am <br />41� <br />9-1a (70') PRECAST <br />,062 <br />1fa <br />11» <br />m1 <br />am <br />am <br />f000 <br />afTO <br />9-,P (70•) PRECAST <br />340 <br />9% <br />11 61S <br />9-17 (71r) PRECAST <br />m <br />1 <br />Ins <br />mW <br />am <br />Ita <br />*m <br />as <br />moo <br />m <br />tap <br />am <br />9m <br />310 <br />am <br />41a <br />9d (18y PRECAST <br />906 <br />tm <br />2m <br />aa/ <br />am <br />mW <br />4m <br />ast <br />9$ (M PRECAST <br />BW <br />721 <br />400 <br />9d (7S) PRECAST <br />m <br />TOM <br />tm <br />2M <br />am <br />am <br />sm <br />m <br />S W <br />"a <br />as <br />27IN <br />3M <br />V12 <br />Td 81D') PRECAST <br />748 <br />1011 <br />tm <br />20at <br />ma <br />am <br />TOM <br />f11a <br />Td Mn PRECAST <br />424 <br />694 <br />2BS <br />Td (BD") PRECAST <br />7I7 <br />alp <br />as <br />toll <br />/m <br />TOM <br />sm <br />am <br />mp <br />sm <br />m <br />1at <br />"M <br />as <br />aua <br />m <br />am <br />W-W 11 PRECAST <br />( <br />664 <br />m <br />11IN <br />1m <br />mm <br />340 <br />2018 <br />8a2 <br />Si' (1127 PRECAST <br />328 <br />61Z <br />22D <br />Si• (112� PRECAST <br />at <br />In <br />11 <br />14m <br />IM <br />aR7 <br />no <br />7a <br />fa" <br />1W <br />aLm <br />TOW <br />M. <br />m <br />m <br />laa <br />1m <br />f11/ <br />mr <br />af0 <br />1Ud (1W) PRECAST <br />475 <br />m <br />m <br />tap <br />7m <br />am <br />2M <br />21 <br />19d (12r) PRECAST <br />204 <br />401 <br />180 <br />t9$ (129) PRECAST <br />m <br />m <br />m <br />17 <br />=I <br />m <br />tm <br />tm <br />as <br />TOM <br />4m <br />m <br />m <br />11IN <br />Im <br />Im <br />as <br />as <br />114• , <br />( PRECAST <br />as <br />m <br />001 <br />,m <br />ma <br />mn <br />4m <br />11'i' (79� PRECAST <br />280 <br />462 <br />164 <br />11'i• (I66') PRECAST <br />4» <br />m <br />m <br />"p <br />1 <br />t <br />I= <br />m <br />m <br />"a <br />"" <br />am <br />vw <br />4m <br />4m <br />TOW <br />f <br />W2 <br />"" <br />161a1, <br />alp <br />1?d (14t7 PRECAST <br />8S7 <br />50 <br />a» <br />ON <br />tm <br />MIN <br />M <br />as <br />17d (114� PRECAST <br />2/4 <br />402 <br />1S7 <br />12d (I"-) PRECAST <br />4TO <br />4a <br />rat <br />m <br />t <br />as <br />t0a <br />t7R <br />/m <br />YIIN <br />ma <br />aa¢ <br />4A <br />m <br />ms <br />taa <br />tel <br />20M <br />19i• (180') PRECAST <br />298 <br />VI <br />7a <br />10» <br />14a <br />Im <br />ata <br />as <br />124• (160� PRECAST <br />Zt7 <br />821 <br />11O <br />13'i• (1807 PRECAST <br />418 <br />m <br />TOW <br />In <br />m <br />1 <br />1m <br />m <br />TOa <br />1m <br />tm <br />tm <br />a" <br />m0 <br />4a <br />m <br />In <br />17IN <br />141 <br />t <br />Ia7 <br />14$ (166� PRECAST <br />zA <br />4m <br />m <br />t1a <br />im <br />ten <br />21V <br />2a0 <br />14d (16" PRECAST <br />205 <br />203 <br />W-W (IWI PRECAST <br />m <br />m <br />m <br />7a <br />m <br />tm <br />wx <br />m <br />WE <br />tm <br />WIT <br />2W <br />s/IN <br />410 <br />4a <br />717 <br />tm <br />1IN7 <br />14'$ (176� PRE <br />NA <br />al <br />IR <br />M <br />m <br />1R <br />IR <br />al <br />14'd (i7C) PRESTRESSED <br />N.R <br />2S4 <br />14'$ (176•) P <br />m <br />m <br />am <br />m <br />m <br />m <br />=a <br />m <br />m <br />t <br />m <br />M <br />tMjW <br />fat <br />m <br />In <br />100 <br />000 <br />as <br />2W <br />D" <br />19i• (1M� PRE <br />N.R <br />IR <br />at <br />Im <br />In <br />im <br />IR <br />In <br />(184') PRE <br />N.R. <br />269 <br />19-C (184') PRESTRESSED <br />m <br />m <br />m <br />m <br />4a <br />Rs <br />® <br />m <br />m <br />mt <br />1 <br />7s11 <br />412 <br />tto <br />I= <br />tm <br />2m <br />am <br />MIS <br />iTi' (20B') PRE <br />N.R. <br />MR <br />iR <br />Mt <br />tm <br />1R <br />TOR <br />71t <br />iTi• 1�B') PRE <br />NR <br />11N <br />F42 <br />1Ti• ice') PRESTRESSED <br />1p <br />to <br />m <br />m <br />406 <br />m <br />M <br />7IN <br />m <br />7a <br />"71 <br />m <br />t4» <br />aIN <br />m <br />m <br />Im <br />tm <br />tm <br />aq <br />19i•M <br />MnC PRE <br />NR <br />IR <br />1R <br />tm <br />m <br />IR <br />1Vi' R82') PRE <br />N.R. <br />148 <br />19i• (� PRESTRESSED <br />"t <br />t01 <br />to <br />m <br />TOY <br />m <br />"? <br />m <br />w <br />mt <br />m <br />m <br />>o <br />top <br />tat <br />tm <br />f7a <br />21'i' R669 PRE <br />NA <br />M <br />IR <br />In <br />IR <br />M <br />IIt <br />Im <br />21'4• Mn PRE <br />N.R <br />126 <br />21'i' p86') PRESTRESSED <br />In <br />1" <br />m <br />m <br />307 <br />m <br />m <br />M <br />4IN <br />»1 <br />IMS. <br />m <br />m <br />m <br />ma <br />HM <br />fa10 <br />m1a <br />27-V (Z84•) PRESTRESSED <br />N.R. <br />M <br />,R <br />Mt <br />,m <br />m <br />101 <br />IR <br />2Sd OS4) PREffREUM <br />N.R. <br />116 <br />40 <br />274r (284') PRESTRESSED <br />1p <br />tW <br />7a <br />V0,4 <br />4a <br />M <br />m <br />m <br />ra4 <br />t0n <br />fm <br />fm <br />tp <br />in <br />m <br />Ta <br />m <br />2p <br />ms <br />342 <br />m <br />011 <br />2t4r Mn PRESTRESSED <br />NR <br />Not <br />Im <br />AIR <br />Im <br />In <br />IR <br />M <br />2Yd M" PRESTRESSEDN.R. <br />91 <br />8S <br />w4r Pan PRESTRESSED <br />tat <br />ax <br />a" <br />m <br />m <br />fa <br />m <br />m <br />am <br />m <br />,m <br />,at <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 CAST0RETEMAY 21116 EDITION - PRECAST PRODUCTS BYOTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTAI I D PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF VVMM OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE* 18-012&03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />„...,." 1 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />L AA C. 0003325 <br />M <br />a <br />V <br />oti` <br />yt <br />Qp <br />r§ <br />BUBDM at LOT <br />SILVERADO <br />LOT 23 <br />BLK 18 <br />P1OJECT#t <br />04128.002 23181 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE BIFMG: <br />RIGHT <br />PAGE <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />ROLMO a ABOWPAIM <br />DwR1 �: 04/06/20 <br />ocALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />