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LIFT BEAM PLAN <br />SCALE: 1/4" = l'-O" <br />GENERAL NOTES <br />1)CODES <br />1A FLORIDABUNDxK3 CODESNEDMDN,2017RESIDFMIALSECTIONSR402.2&MOB. <br />12 FLWRM BUILDNG CODE, en GD(TKxy 201T BUAIAN(i, SEC1KkRe 1S012&21W. <br />12 BU9D&NZ CODE REOUIREMEMB FOR REINFORCED CONCRETE (AC1318-14). <br />IA BUILDING CODE REOUREMEMS AND SPECIFICATION FOR MASONRY SR'&ICTURES(ACI <br />530-13&ACIWA-13) <br />1.5 AMERICAN SOCIETY OF CML ENGINEERS MINNUM DESIGN LOADS FOR BUILDINGS AND <br />OTHER STRUCTURES (ASCE 7.10} <br />2.)CONCRETE: <br />2.1 CONCRETE CO&WRE88NE&TRENGTH AT 28 DAYS: <br />21 PRECAST W/STANOWD RENFORCEMEMAOW PSI MIN. <br />il:2 PRE-CASTWIPRESTRESSREINFORCEMEM-0000P81 <br />2.1.3 GROUTPERMTMC476 <br />-3D00PSIWIMAX."r ADGREGATE,rMIt'SLUMP. <br />22 R .1 STEEL <br />BARB: <br />222 STEEL ACED w PRECAST LIMES AT K (PI OF FABRICATION ASTM IS ( (GRADE BD) <br />22.E STEEL STRTEL ANDS ASIG/ MIST MRE,S (PI -ACED REU FIELD) ASTG M151GRMEdO). <br />2.3 PRESTRESS STRANDS ASTM M187iYBE, 311RE96 RFIEVEO <br />zw01 <br />AIL <br />21 CETAILREINORC TV IN ACCORDANCEWRHACI315. <br />2.5 D45W TPERASMTION88HPLL COMPLY WITH AG STANDgRpB. <br />28 D4.SWRE PERASTM MBB <br />9.1 CONICREMMUMTE MASONRYACOM RESSNE STRENGT 200". ASTM GBO, NORMAL WEIGIR WRH <br />MRMMA NET AREA COMPM38NE STRENGTH 2OWP31. <br />3.2 <br />IS FULL M SHOTARLL OONOR E TO REWIRED <br />2/O TYPE'M' OR'S' <br />3A MNI M AGGREGATE <br />ARE RE WIRED <br />9A OE LESS THAN <br />fWLTE260AY COMPRESSIVE STRENGTH <br />SHALL <br />CMUBE ES ANDSHED AR BYSHE NOT <br />SELESSTHANFM= O PSI. MASONRYSTRENGTH SHALL BE ESTABLISHED BY TEEM <br />8TRENGTH METHOD' OR, ALTERMTMELY, BY TIE'PRIBM TESTMEf3pD' WHERE lI6M <br />REWREMEMB HIVE NOT BEEN MET. <br />418.1 SAFE <br />RAL: <br />ACCEPTABLE BEARING OF FLORIDAPER FLORIDADES BUILDING CODE BTH EDITION, G, S CTION VIAL, <br />SECTIONDVBB.30RASED SIxLDING CODEBrel ANALYSIS <br />PER <br />BUILDING, SECTION 21w.1 <br />42 SAFE LOAD VALUE88 WON MTxNTDESIGN EDLOADS 1-YBISPER ACI31 TABLEI530 <br />4.3 CESM.NERMAY BASED <br />KSMT ENWW LOADSFRO ATdDFEWXAWAYFM <br />FACE OF TIN) MA%MW REBIBTwG MOMEM AND SIfA3RAT E DISTANCE AWAY FROM THE <br />FACE OF THE SUPPORT, <br />4.4 FORLWTEL LENGTH ATB'r ORGREATER-EQUIR DAT EA FILLED FTH UNTELROIR AND <br />MIMPAW ONE A r5 VE AMR REBAR IS CLEAR S AN EACH END OF THE L91TEL. <br />4A LIMELS THATNOT <br />SE GREATER UNTIL <br />2 DAYS AFTER AN MUST BE PLACEMENT <br />TEMPORARY <br />SUPPORT. NOT BE REMOVED lMT& 2 DAYS AFIERGROUi PIACEMEM. <br />FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSGN HETA18 W/ (9) 10d x 1 In' HOG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />SIMP:ON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPON H10A OR LGT2 W/ 10d x 1 V2" 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, <br />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 P8S36, .177" - x 2 7/8" LONG, WITH WASHER ® 18" 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 O'A", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESIDR FTT10IN <br />REMARK <br />10 <br />(2) ZX12 <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 />(Pei) <br />WXH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />1 8"XV' <br />(1pi5 <br />GROUTED SOLID <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />B"x8" RECESS DOOR HEADIER <br />GRAVITY & UPLIFT SAFE <br />8"x12" RECESS DOOR <br />LOADS (PLF) <br />HEADERR <br />1BW <br />a <br />a <br />eni ml <br />6R) ofl <br />em n1l <br />mm.F- <br />l2)w.awwf <br />Ix)HP.a <br />PRICER <br />(2 -.1 E <br />M. <br />(xlwbwiRE <br />a'. <br />PR I <br />121wbwwf <br />(2)M3 <br />eM <br />� <br />(2)-12)N <br />2,W <br />P- <br />III..- <br />12)..e <br />1. <br />P--T <br />a)04- <br />(21M <br />1- <br />e'r <br />P.-I <br />a). -RE <br />12I MN.a <br />Y-,' <br />(2)04-1- <br />(2) RP. <br />rr <br />vRecter <br />mw.awwf <br />mKP, <br />rowa- <br />mMn.. <br />PAeeAer <br />mw.ewwe <br />mra.4 <br />.1P.- <br />PREwbi <br />mm--. <br />mMb., <br />rr <br />PRf 1 <br />mwsvnRE1 <br />(21Na.4 <br />IM <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl6"RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x32' RECESS DOOR HEADER <br />AE1 <br />1 <br />w' <br />,�UIm1 <br />4a <br />Mal�)u1Ml <br />aniUml <br />'"ifu�i <br />TbO000M <br />�WW <br />P.- <br />Ixl w.a WlllE <br />allu. <br />mw.aWIRF <br />a). <br />PR-1 <br />Ix)-S <br />ITN Mb. <br />b11 <br />16000 <br />RM <br />1- <br />rr <br />PR-T <br />a).- <br />(TW 3 <br />f0000 <br />im <br />1000x <br />I= <br />m-- <br />ITMa: <br />4nu <br />--T <br />mwswwe <br />m,1P.I <br />,baA <br />,boob <br />mwewwf <br />mre <br />mw.awwe <br />m,A.e <br />rr <br />eAaT <br />Izl w.awwf <br />m11oa <br />x»b <br />>wa <br />e»z <br />r <br />- <br />vx-cc-ArT <br />RI.- <br />(M-1 <br />7,Bx <br />• <br />mwewwe <br />mHe.3 <br />b» <br />ea' <br />4•r <br />vRfcAsr <br />Mw.avnAf <br />mrm.3 <br />bee <br />ru' <br />vREGBT <br />mw.e WiPf <br />(31Ra.4 <br />»)a <br />b'P <br />vRECAeT <br />a)w.a YARE <br />(x)N6,4 <br />b»e <br />Ixlw-awwf <br />mw4mu <br />(21w6vARE <br />MRP.4 <br />Mf0 <br />i <br />RId6YARf <br />mw.. <br />e•+ <br />R).- <br />MMb.4 <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />61ISM-61ININA I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH O O <br />Tr (4Y) PRECAST 2231 <br />4'-V (45") PRECAST 1000 <br />Wr (54') PRECAST 1508 <br />F 4' (04') PRECAST 1217 <br />V-10' (707 PRECAST 1062 <br />Vr (70") PRECAST WS <br />'r4' (W7 PRECAST 7M <br />W-C (112') PRECAST 664 <br />10r (120) PRECAST 476 <br />114" (1351 PRECAST 382 <br />Irr (144') PRECAST 337 <br />me (iW) PRECAST 2B8 <br />IC-V (11N') PRECAST 270 <br />14'r (17S') PRESTRESSED NA <br />IT-C (1841 PMVRE88ED N-R <br />1r-C (2D0') PRfi8TMM N.R <br />19-e (2 1 PRESTO N.R. <br />2TW W PREI N.R <br />27-V RNI PRE8T N.R. <br />24'r (W0'j PRE81n6B8E0 NA <br />e-m=m=mm <br />evevemeveveoem <br />eoeoemeoemes:em <br />veme0000m <br />eoeoemeoememem <br />0mtmavevoev <br />emeoemeeoemem <br />emevevevoever� <br />emeoeoec7-eE!r1w-= <br />ememevevevevem <br />eoeoeo�r_I!�!em�e�r_! <br />eme®evt�eveoev <br />0movoes.�e <br />�mooevmo <br />evemeveveoer�o <br />evemeveoeoe�e <br />evet�eveve©ever <br />"OEM <br />K <br />=10 <br />'oom0omo <br />eoet�eme®eoeoeo <br />evee�eve©evevev <br />ooememmoo <br />®o"mmm <br />000mmoo <br />©om0o©o <br />000mmoo <br />o©0000© <br />let�evemmevemm� <br />000000© <br />©mmm000 <br />o©oo©o© <br />eoeoee�ememevevl <br />evoMER" <br />memem <br />000a©eta:mee: <br />LIIIIIIIIev <br />eer�oee�oa®emev <br />0000000'. <br />�es�ee�eoe©ememem' <br />ee�oeve©ee�ee�ee� <br />tm 240 40 e54 4N I= M12 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM'SAPE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO SE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�/4�/NIOI SAFE LOAD - POUNDS PER LINEAR FOOT <br />Tr (42') PRECAST <br />1025 <br />1024 <br />1588 <br />Tr (421 PRECAST <br />4'-0" (4n PRECAST <br />785 <br />783 <br />I= <br />4'r (M') PRECAST <br />4'r (541 PRECAST <br />m <br />Sol <br />1073 <br />4'r (541 PRECAST <br />54' (1P) PRECAST <br />411 <br />411 <br />7M <br />VI' (04') PRECAST <br />6-10- (Po") PRECAST <br />30 <br />330 <br />016 <br />V-10- (70') PRECAST <br />Vr (78') PRECAST <br />607 <br />721 <br />480 <br />Vr Mn PRECAST <br />rr on PRECAST <br />424 <br />am <br />883 <br />rr 810n PRECAST <br />V4' (112) PRECAST <br />T18L51 <br />230 <br />84' (112) PRECAST <br />tar (12r) PRECAST <br />284 <br />1W <br />10r (128n) PRECAST <br />114- (138) PRECAST <br />2W <br />154 <br />11'4' (13n PRECAST <br />17-M (144') PRECAST <br />244 <br />137 <br />Ir-W (144) PRECAST <br />1T{' (16n PRECAST <br />217 <br />110 <br />134' (180') PRECAST <br />14'r (16n PRECAST <br />205 <br />203 <br />1W <br />1vr (14n PRECAST <br />14'r (IM PREST <br />N.R. <br />264 <br />81 <br />14'r (IM PRE811S8FD <br />16'4' (134F) PRESTRESS® <br />NR <br />250 <br />83 <br />IF-C (184') PR581%98® <br />1r�' XV) PREF <br />N.R. <br />194 <br />64 <br />try' MV) PRESTR� <br />1VW Mn PRE <br />Nit. <br />1M <br />52 <br />184' Mn PPOTFOW <br />21'4' Mn PRE8TRE88ED <br />NA. <br />125 <br />42 <br />21'-4' 0150'1 PREST17�8® <br />22'r (28'49 PRPBIRE� <br />N.R. <br />110 <br />M <br />22'-0' PM'4� PFIF97 <br />24'r Mn PRESIRE'88W <br />NA <br />01 <br />33 <br />24'4r C1e59 PR681 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO B�TOR EXCEED VALUES STA11W ABOVE <br />PROVIDE L41NNUM C OF BEARING PAST EACH SITE OF WINDOW OPENING <br />PRODUCT <br />CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />A7WOMUS0, <br />6 <br />1441 N. RONALD REAGAN ELYD. <br />LONGWOOD, FL32750 <br />PH:407-7746078 <br />FAX: 407-774.4078 <br />www.abdosigrtgroup.com <br />AA 0: 0003326 <br />BtMDIV. 80 LOT <br />SILVERADO <br />LOT #3 <br />BLK #13 <br />1pitojzcT# <br />03719, 000- 03132 <br />MODULI- <br />"2045-IJOTANA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />