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GENERAL NOTES <br />CODES <br />12 FLORIDA BULgNO CCOE TM EDITION NEED RENDING, S 9EC NE1 iNI 022107. <br />12 FLORIN BULDBiG GODS, "M EDITION, 20208tALDN0, 3ECTTS (ACI 1 &14). . <br />1] BUILDING COM REOMRAlMS FOR REINFORCEDCONCRETE(AD STRE.E <br />to BUILDING CCOE ROURMENTS AND SPECIFICATION FOR MASONRYSIRUCILRE3 <br />(INS ID2AD2-16) <br />IS <br />MI RSTISODETYOFDNL ENGINEERS MINIMUM OEBION LOADS FOR BWLgN05 PtD <br />OTIER SIRUCTMEB (ASCE ]-18). <br />2.)21 CRETE: <br />2.1 CONCgE STWS EBSIVE D RVNFORCIS S T <br />2.1.1 PRECASTWSTANDARD RM OpC EWEENTOWP81I.MN. <br />2.1.2 PRECAST WPRST12E88 RQNRORCEMEM-0OOO P81 <br />2222 <br />2.21 STEEL <br />1K011,1 <br />KDIN GTB-3080 PSI W MA%.1T A00REGME.CTO 1t'SWAP. <br />PRCABTLIMEL AT THE OFfABPoCATq/ <br />ASTM IN LINTEL <br />NORAUE B� <br />222 STEEL AND 0). BLOCK RIACED IN FlElJ7) <br />ASTMASSTRANDS(GRAD[ IS <br />22 PRESTRESS STRANDS ABTM M18 r-WIRE, STRESS RUEVED 2T0 KSI <br />2.1 DlTAK RINFORCEMENT qi ACCORDANCE WiHAD ai&11. <br />2S CDHDE: E AR)EIYAiDBSSIMLL LYMWLY WTi Aq STANDARDS. <br />2DISMARE MR NEW S1M AtOBIM <br />3) MABONRY: <br />3.1 CONCRElEMA80AookVT8(`DASTKLCONFOMITOABTM CAB. NORMK NEI(SiT WT1 <br />MB®AVA NETARA W WRE9.4NE STRENGTH ZdIBP&. <br />32 MORTAR BHW.CIXKORM lb AS1M P210 TYPE MDR TT <br />3A FULL MO AGOCJ NTE 2$4)AY IRED <br />3A MINMUM POGREGAtE iSDAY COMPREBSNE BIRNOTI OF CMU ANO MORTAR SHALLNOT <br />BE LESS TiW PA/ • 2880 P81. MA80IMY STRNOTi 8WLL1 BE EBTABl131�0 er TNE'UNT <br />REQUIREMENTS <br />EQUIREMENTS HAV! IXNOT <br />TMEN ATVELY, Sr THE T+PoBM TESTMETx)D' WffR USM <br />MET. <br />1.1 SAFE LOAD VA 1410E SAS <br />EOONUNTELS ILDINO "EN INGM ED17(NITHAMIN011/A <br />ACCEPTABLE BEAfUNO CF I'RR RCRIDA BUILDINp CODE 2Ti EDITION, ZBZO RESIOENTIK, <br />SECTONRS88.8.3ORRORIMBgLDNO CODE AEDITON.2RM31Ol4 SECTION21G1.1 <br />42 SAFE LOADYALUESBASED CNM 71!1ESKRIAINLYBBT PE RAG LOAD <br />ANDTMS 102-18 <br />1.3 D LMIAIIW EVALWTE CONCEM WENT ADSFROM AE DISTAN S TABLES BY <br />CA OF`NGMAXWUM RESISTNG MOMEM ND SNEAK AT g8TANCE AVMYfROM TiE <br />FACE OF TiE SUPPORT. <br />1.1 FOR LINTEL LENOTi AT SA'OR GRATER, VERDCK CQ1 Fll1E080LIO WTM GROUTAND <br />MINWLEA OR(1)SSVERTICALRBARIS R 1SEP TMACHEND Of TiEUMEL. <br />.8 UMELB TINT ME GREATER THAN 11'-0' CLEAR SPAN MUST BIE PROVIDED 1EMPCNARY <br />8 WPORT, NDTBE REMOVED UNTL 2 GAYS APTER GROUT RACEMEM. <br />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 1 112" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 WTH <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 />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />9. 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 />10. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WTH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .ITT' " x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM T-O", FINISH FLOOR. UNLESS <br />NOTED OTHERWSE, <br />HEADER SCHEDULE <br />MARK <br />GESMIPTTION <br />REMARK <br />1Q <br />(2)2X8 <br />BF16-1T/OWOB <br />5'-10" <br />8F16-IT/0M/0B 8FIS-lT/OM/0B 8F16-1T/OM/OB <br />5'-10" 3'-6" 4'-W <br />x INm <br />---------- 'SEE1111-IIIIIESEER <br />=---------- <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />F: <br />BF165TIOO„MIOB <br />I ♦ %% 1 1 <br />4t- - ------Y <br />♦ 1 <br />♦ % ♦ db 1 <br />Q ♦ <br />♦ ,,NA =-------------- 1 <br />m � 1 <br />1 <br />� 1 <br />, 1 <br />♦ 1 <br />BF18 1TIOM B BF16 iTIOM/OB 1 <br />5'-10" 5'-10" <br />El El 0 <br />1 <br />L 1Ell 01 Ell <br />`---------------------------------------------_----RA�R�RRI-RIR-M�IRRRRI�RRRIR�RRINIRRRRIRRIRRIR�R�R�tRR-------IRK-IRRR�R� <br />LIFT BEAM PLAN <br />SCALE: 114" - V-0" <br />Grown <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAIL 407-774.4078 <br />wwwabdeslgngroup-com <br />L AA M: 0003325 <br />IIIIIIIIIIIN <br />DB <br />EEC <br />y� <br />h <br />yq� <br />n <br />O <br />3 <br />BXMDIV. & LOT <br />SILVERADO <br />LOT #17 <br />BLK #14 <br />PROJECT <br />03719.000-17141 <br />MODEls <br />"2558-HAWTHORNS" <br />GARAGE 8WIIJG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />150 MPH FoV. B <br />