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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 11T HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 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 />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />6. 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 />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 />BEAM SCHEDULE <br />INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 />fc <br />(P-I) <br />SIZE <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 />8x8 <br />(1)#6 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I 8'PRECAST & PR STR SSEDFOR UdINTELS I l SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS J <br />SAFE LOAD - POUNDS PER LINEAR FOOT 6WF_6WM SAFEE GOAD 6MV-6110111N SAFE LOAD - POUNDS PER LINEAR FOOT <br />3'4• (4n PRECAST <br />2231 <br />3M <br />I 4M <br />1M13 <br />7M7 <br />a%4 <br />w7w <br />ttM <br />V-r (4n PRECAST <br />1025 <br />IM4 <br />1568 <br />V4• (4n PRECAST <br />tM <br />an <br />sex <br />4M <br />Ma <br />arse <br />tat <br />4-0 (4n PRECAST <br />1B66 <br />W <br />Wall <br />3M <br />4M <br />MnN <br />81M <br />4'-0' (4� PRECAST <br />763 <br />1309 <br />4'4• (4r) PRECAST <br />iM <br />2M <br />3M <br />3915 <br />4M <br />MM <br />aM <br />2M <br />IM6 <br />Ma <br />7617 <br />M74 <br />1MM <br />ilm <br />13D <br />2M <br />3040 <br />3M6 <br />4670 <br />as <br />MM <br />4'4' (61� PRECAST <br />1699 <br />iM <br />Mill <br />MI <br />afM <br />4M <br />6M <br />OM <br />r4' (SC) PRECAST <br />692 <br />591 <br />1073 <br />4'4• (64") PRECAST <br />ta7 <br />2M <br />21M <br />SM <br />4M <br />4711 <br />am <br />MM <br />4M <br />9173 <br />7547 <br />are <br />iMM <br />11M <br />t3M <br />2M <br />MT <br />3105 <br />4M <br />4711 <br />MIe <br />6'4' (64') PRECAST <br />1217 <br />130 <br />1M <br />1M <br />aM <br />3123 <br />3M <br />426 <br />64' 04') PRECAST <br />411 <br />411 <br />745 <br />84' (64') PRECAST <br />IMe <br />17i <br />2M <br />28116 <br />300" <br />3N1 <br />4M <br />iM <br />3M0 <br />Ma <br />7W <br />to <br />tote <br />/710 <br />2M <br />2M <br />3140 <br />3M1 <br />48211 <br />V-10' (70") PRECAST <br />1002 <br />11*6 <br />71is <br />ten <br />am <br />Ma <br />3m <br />34M <br />V-10' (7D") PRECAST <br />340 <br />339 <br />616 <br />B-1P (M PRECAST <br />M <br />Ma <br />316I <br />MM <br />4/M <br />ton <br />2M <br />4M <br />n <br />nat <br />eM <br />M <br />tM7 <br />MM <br />aM <br />3w7 <br />MM <br />4tM <br />Cd PRECAST <br />906 <br />1M <br />2177 <br />3130 <br />Mt <br />3117 <br />4M <br />Mt <br />6'd (�") PRECAST <br />607 <br />M7 <br />41p <br />V-0' C76") PRECAST <br />M <br />3M <br />sm <br />1M <br />2177 <br />3M <br />M1 <br />am <br />eM <br />M <br />f4a <br />wl3 <br />Ma <br />5710 <br />M1 <br />a12 <br />r-W O70") PRECAST <br />743 <br />tat <br />1tM <br />'72 <br />Ma <br />2M <br />31M <br />Mel <br />MM <br />r4" (90') PRECAST <br />4M <br />04 <br />383 <br />rd' M PRECAST <br />m <br />Mn <br />Ma <br />tat <br />aM <br />3M <br />am <br />eln <br />am <br />IN <br />am <br />"M <br />30M <br />us <br />an <br />me <br />9'-4' 11 PRECAST <br />( T) <br />664 <br />M <br />1180 <br />tM <br />2a1 <br />3M <br />29w <br />3a2 <br />44' (112� PRECAST <br />ST6 <br />612 <br />230 <br />9.4• (112') PRECAST <br />aim <br />70 <br />1 <br />$M <br />M <br />Ma <br />= <br />M2 <br />124 <br />/M <br />ON <br />34M <br />as <br />all <br />M <br />IM6 <br />IM <br />IM <br />nN <br />3M <br />10.4" (1W) PRECAST <br />475 <br />M <br />M <br />1M7 <br />aM <br />2m <br />2M <br />za <br />IW4' (126n PRECAST <br />254 <br />401 <br />1Bo <br />104• (12C) PRECAST <br />M <br />M <br />M <br />Na <br />tat <br />1 <br />art <br />M <br />1M <br />tM <br />am <br />2M <br />41M <br />M <br />M <br />I= <br />wn <br />I/M <br />mo <br />ale <br />11-4' i <br />( 36') PRECAST <br />362 <br />M <br />M <br />1M <br />1M <br />Ma <br />31V <br />4M <br />114• (196') PRECAST <br />260 <br />462 <br />164 <br />1l'4' (IW) PRECAST <br />474 <br />M <br />M <br />10a <br />1 <br />iM <br />17M <br />M <br />M <br />1M <br />IM <br />24M <br />M27 <br />4M <br />M4 <br />W <br />tM <br />7a0 <br />IM <br />na <br />12'4' (iM� PRECAST <br />337 <br />Be <br />M <br />1254 <br />1M <br />MM <br />2M <br />3M <br />1Y4P ("1 PRECAST <br />244 <br />402 <br />137 <br />12-0• (144") PRECAST <br />470 <br />40 <br />7M <br />M <br />11 <br />1M <br />Be <br />an <br />fat <br />IBM <br />M93 <br />aM <br />3aM <br />pU <br />M <br />M <br />/3a <br />1 <br />2M <br />18'4' (160� PRECAST <br />2B6 <br />In <br />M <br />1M6 <br />7M <br />IM <br />2316 <br />2M <br />13'4• (16n PRECAST <br />21-1 <br />324 <br />110 <br />IS-C (16n PRECAST <br />ON <br />M <br />M <br />7! <br />M <br />1 <br />IM <br />4n <br />TM <br />1M <br />14M <br />IM <br />MS <br />2M <br />4a <br />M <br />to <br />71a <br />w1 <br />I <br />107 <br />14'-0' (168') PRECAST <br />279 <br />424 <br />to <br />1a2 <br />IM <br />NM <br />2I21 <br />2M <br />W4r (106) PRECAST <br />205 <br />M <br />too <br />14'-0• 4166E PRECAST <br />3N <br />M <br />M <br />Is <br />M <br />Ina <br />4 <br />1a <br />1aP <br />1M <br />tMt <br />M2T <br />2M <br />1/0 <br />M <br />m <br />1M <br />1 <br />t <br />1M <br />144• (176') PRMTRE88ED <br />N.R. <br />M <br />M <br />M <br />M <br />M <br />M <br />14'4' (176•) PRBTREII8FD <br />NA <br />264 <br />91 <br />IN4' (17n PRESt <br />M <br />M <br />M <br />M <br />M <br />t <br />M <br />1134 <br />Im <br />401 <br />tM <br />1M <br />1M <br />3M <br />aIT <br />M2 <br />1" (1841 PRE81 <br />N.R. <br />M <br />M <br />M <br />M <br />M <br />M <br />NR <br />164' (164') PREFfRE68ED <br />MR <br />269 <br />63 <br />184• (1841 PREBT <br />M <br />M <br />e27 <br />M <br />7M <br />1 <br />Mt <br />1M <br />4/2 <br />n0 <br />1M <br />11M <br />Mt <br />2M <br />2dta <br />Ir4'M <br />MnG667 PRFSII <br />NA <br />M <br />M <br />M <br />NI <br />M <br />1r4' R�'1 PRE <br />NR <br />194 <br />64 <br />1r4' R061 PPEBTREB� <br />N <br />406 <br />M <br />er <br />ra <br />M <br />iM <br />1L7 <br />M <br />wM <br />300 <br />M <br />M <br />1M <br />wao <br />IM <br />a47 <br />19'4' (232") PR$TRE88® <br />N.R. <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />194 (23T) PRESTRESSED <br />Nit <br />146 <br />S2 <br />79'4' Mn PREBI <br />M <br />4a <br />4A <br />m <br />a0 <br />M7 <br />07 <br />m <br />129 <br />M <br />tl0 <br />m <br />iM <br />tat <br />161a <br />tits <br />21-4. <br />G 667 PREST <br />RR <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />Mn P <br />N 0. <br />126 <br />42 <br />21'4• R667 PREST <br />3M <br />M <br />M <br />a/ <br />M <br />m <br />M <br />M <br />M <br />tM <br />1M <br />M <br />M <br />M <br />ttw <br />iM <br />/M <br />22'-0' � PRE <br />N.R. <br />M <br />M <br />M <br />M <br />M <br />NR <br />M <br />�� �� PRE <br />N.R <br />116 <br />40 <br />27-0' (2M� PRE81R <br />to <br />117 <br />lotM <br />213 <br />M <br />M <br />613 <br />4o <br />M <br />M <br />M <br />M <br />M <br />In <br />Me <br />M <br />W <br />w0 <br />tM <br />tM <br />24'4• (2BB� PRESfR�ED <br />NA <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />2,4" On PROVIN BED <br />N.R.91 <br />33 <br />wo wn PRE <br />1M <br />12- <br />tt9 <br />M <br />W MA <br />M <br />M <br />4a6 <br />4M <br />M <br />4a <br />M.M <br />W1M <br />M <br />M <br />M <br />M <br />M <br />iM <br />Iffi <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />RESAR. <br />(9) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />RESAR. <br />ALL VALUES TAKEN FROM *SAFE LOAD TABLES' BY CASTCRETE 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 r OF BEARING PAST EACH SIDE OF VOIDOW OPENING <br />% — — — — — — — — - — — — — — — A, -----MM---mm­J V--------m.A--M—M—mmmmd <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL327W <br />PH: 407-774 6078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />AAIk.0003325 <br />r <br />174 <br />M <br />_ <br />j <br />a <br />:+ <br />q <br />4 <br />b <br />b <br />MGM a. LoT <br />SILVERADO <br />LOT #34 <br />BLK. #18 <br />PROJECT�1 <br />04 28.002-34181 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE EVrING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH E <br />15, <br />DRDFT <br />A 6/09/20 <br />SCALE: 1/4"=1'-0" <br />STREET <br />s2 <br />