Laserfiche WebLink
FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 1Od x 1 1/2" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (I O)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 112" 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 WALL 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 C 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 />SIZE S' <br />DESCRIPTION <br />REMARK <br />O(2)2x6 <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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(rc <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />30M <br />SxS <br />(1)#5 <br />WA <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />OX16 <br />(1)#6 <br />(1j#5 <br />WA <br />I N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST 8 PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOTA <br />SAFE <br />PL LOAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BIIB <br />eras <br />stave <br />stew <br />ePa4s <br />ela/a <br />saro <br />sass <br />TYPE <br />LENGTH <br />SUB <br />We <br />RCAIU <br />TYPE <br />LENGTH <br />VG-ITstart <br />wart <br />start <br />errsrt <br />I start <br />WWIT <br />emu <br />WAMT <br />ae4,a <br />srtt <br />seat <br />a•4a1t <br />wuxr <br />34r (42•) PRECAST <br />2131 <br />Td (42') PRECAST <br />1025 <br />1024 <br />i59e <br />9'd (42� PRECAST <br />me <br />404 <br />eve <br />am <br />7m <br />ttea <br />MIN <br />am <br />2NN <br />4w <br />an <br />Na <br />"M <br />V4r (48•) PRECAST <br />109a <br />4%r (46•) PRECAST <br />7e5 <br />7e3 <br />1309 <br />W4r (4n PRECAST <br />tea <br />aN <br />mo <br />me <br />4m <br />as <br />on <br />tm <br />m <br />30110 <br />ms <br />4m <br />us <br />am <br />4.8 (541 PRECAST <br />1599 <br />W4r (64') PRECAST <br />502 <br />691 <br />1073 <br />4%V (SC) PRECAST <br />t2m <br />tm <br />2W <br />am <br />00 <br />4711 <br />em <br />tw <br />as <br />mt <br />an <br />4w <br />4711 <br />as <br />Ste• (N') PRECAST <br />1217 <br />sr @41 PRECAST <br />411 <br />Nt <br />749 <br />s-4• (e4') PRECAST <br />tm <br />an <br />ma4e <br />aw <br />4R2 <br />lore <br />1710 <br />ale <br />I me <br />Na <br />aN <br />4m <br />9.10• (70") PRECAST <br />1082 <br />6'-1P (M PRECAST <br />340 <br />330 <br />$16 <br />s-17 (71n PRECAST <br />w <br />am. <br />77N <br />me <br />Ha <br />MMIa <br />m <br />tw <br />ae <br />am <br />N07 <br />mo <br />41tl <br />V-r M PRECAST <br />Sae <br />V4F (7e9 PRECAST <br />507 <br />n1 <br />490 <br />V-S' (IC) PRECAST <br />m <br />i4orm <br />t6mMJ <br />2m <br />vw,.d <br />2m <br />m <br />tw <br />I ,w <br />1 as <br />1 2w <br />I m1 <br />I#a <br />T4' (97) PRECAST <br />748 <br />r-r MV) PRECAST <br />424 <br />04 <br />803 <br />rd Rn PRECAST <br />W. <br />,mw <br />"WINN <br />2a7 <br />m <br />me <br />1n <br />tm <br />am <br />Na <br />am <br />309 <br />VW (117) PRECAST <br />Sg{ <br />I 9'-4• (112•) PRECAST <br />92a <br />812 <br />290 <br />9'-0• (112� PRECAST <br />m <br />7a <br />tt <br />1414 <br />/N <br />21a7 <br />2m <br />w <br />m <br />1Ns <br />im <br />tea <br />MIN <br />aM <br />ta'4r (12n PRECAST <br />47s <br />10'4P (1211 PRECAST <br />254 <br />401 <br />1B0 <br />10'd' (12r) PRECAST <br />m <br />m <br />w <br />, <br />t4N <br />, <br />aott <br />m <br />m <br />Ilse <br />ton <br />/7a <br />am <br />aw <br />114• (19e') PRECAST <br />392 <br />tr{• (13e") PRECAST <br />280 <br />462 <br />154 <br />irk• (13n PRECAST <br />m <br />m <br />ro27 <br />1N <br />17O <br />w <br />tar <br />aN <br />tww <br />aN <br />174r (I"') PRECAST <br />337 <br />174r (1N') PRECAST <br />244 <br />402 <br />137 <br />174r (I"') PRECAST <br />w <br />Tat <br />m <br />tt <br />1m <br />m <br />w <br />tm <br />1 <br />an <br />13W (te0) PRECAST <br />MIS <br />17-C (III&I PRECAST <br />217 <br />324 <br />11D <br />ISW (1e0") PRECAST <br />m <br />w <br />to <br />m <br />, <br />1m <br />04M <br />4n <br />m <br />tta <br />>. <br />1w14'd <br />(tee9 PRECAST <br />2'79 <br />14'4r (leery PRECAST <br />205 <br />2BH <br />100 <br />14•d' (7ee•I PRECAST <br />m <br />m <br />7N <br />w <br />/m <br />as <br />111 w <br />tw <br />7 <br />t <br />1w144P <br />(17W) PRF87RF88® <br />NJL <br />74'4I' (17ery PRE <br />N.R <br />294 <br />91 <br />14'2' (17ery PR�IR6lEED <br />m <br />m <br />m <br />u <br />t7N <br />11 (184ry 1 <br />N.R. <br />IV-4• (1a4ry PRE <br />NA <br />269 <br />e3 <br />15'-4• (194ry PREST <br />al <br />an <br />ND <br />m <br />w <br />ere <br />w <br />m <br />m <br />t <br />N1 <br />1 <br />"Nsd <br />1r-4- (20B') MISFI ES= <br />NIL <br />1r4' On FRS <br />N.R. <br />194 <br />64 <br />lrW Perry PREMRESM <br />,n <br />to <br />m <br />m <br />405 <br />as <br />a1 <br />T40 <br />m <br />101I. <br />m <br />tat <br />m <br />Ir-r (m PIr�IRE88ED <br />N.R. <br />19W (n PR63TRE88® <br />N.R. <br />148 <br />52 <br />1YJ• (2321 PRE97R� <br />to <br />is <br />m <br />m <br />w <br />w <br />M <br />w <br />6N <br />Nt <br />w <br />21-W (wry PREFiRE98ED <br />NA <br />214' Rory PREBT <br />N.R <br />125 <br />42 <br />21'-4' (leery PPEST <br />w <br />lam <br />m <br />w <br />m <br />m <br />w <br />m <br />IM <br />m <br />on <br />1?47 <br />27-0• perry PRE <br />NA274P <br />(2941 PREST <br />N.R <br />Ila <br />40 <br />2r-W (2atry PRESTRES D <br />w <br />m <br />m <br />m <br />m <br />Ns <br />4a <br />an2V4r <br />aN <br />(n PRE <br />N.R. <br />2v-cr p" PR681RE88W <br />NAC <br />91 <br />3S <br />W-W OM PREPRES DtN <br />to <br />w <br />m <br />4teto <br />m <br />w <br />w <br />m <br />tm <br />tm <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 TAB" BY CASTCtEIE MAY 2a15 EDITION - PRECAST PRODUCTS BY OTHERS TO 60ffTOR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE NBTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE WNIMUM Ir OF SEARING PAST EACH SIDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE#: 1"126.03 <br />Omm0�00 <br />�OmOm�m <br />om00000 <br />O�mOm�m <br />�m00` <br />0�0 <br />mom�oom <br />mmov000 <br />0�m0�00 <br />�m00000 <br />omovo <br />�m�0000 <br />0��0�00 <br />��00�00 <br />00000 <br />oom000v <br />000m000 <br />�0000000 <br />©�mm000 <br />©oom000 <br />��00000 <br />��00�00 <br />DDDDOa� <br />1 ♦ at7o- 8F16-1T/OM/OB <br />1 <br />1 <br />1 ♦ I <br />1 � i <br />UNO, PROVIDE BB1 <br />WHERE ROOF TRUSSE <br />BEAR, TOP OF WALL, <br />EL. 18'-8", LINO <br />LL <br />m <br />I <br />I I <br />I � <br />I <br />I <br />------------------------------ <br />I I <br />I I <br />I I <br />I I <br />I I <br />L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: V4" - V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />amm, <br />F'suallom Ae LOT. <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJECT( <br />04128.001-06111 <br />MODEIr <br />4EJB <br />"2807-ELLE" <br />GARAGE OWDM: <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />50 MPH EXP. <br />DRDIT <br />ACE: 8/17/18 <br />BCALE: 1/4"=1'-0" <br />8HEET <br />s5 <br />