Laserfiche WebLink
r;T_mli�L�PLa51 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W7 10d x 1 112" HOG 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 CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <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 PBS36, .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 />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 />Tc (psi) <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />30M <br />8x8 <br />(7)7U5 <br />WA <br />GROUTED SOLID <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 />& <br />PRESTRESSED <br />U-LINTELS <br />41mIN`eIw <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />0-aN� <br />SAFE <br />LOADSATE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />NM <br />sem <br />ss4 <br />�� <br />stag" <br />ePtsae <br />ePtsel <br />ePam <br />WA-0 <br />e1s#ae <br />er444a <br />eram <br />error <br />Mm <br />Basle <br />TYPE <br />LENGTH <br />SUB <br />ROMU <br />TYPE <br />LENGTH <br />0rsn <br />—wij7jF <br />1F1a4T <br />svar <br />SPWIT <br />wo4r <br />etWIT <br />wou <br />s241T <br />anon <br />ss1T <br />WA42T <br />sawn <br />sawn <br />7d' N2'1 PRLTJIBT <br />2231 <br />aw <br />uts <br />mm <br />em <br />eel <br />eem <br />1elm <br />7d' (42� PRECAST <br />1025 <br />1024 <br />150E <br />7d' (42') PRECAST <br />tw <br />mel <br />mm <br />4w <br />Mm <br />$122 <br />lam <br />axle <br />4w <br />8113 <br />Ma <br />aeN <br />,OM4 <br />itw <br />1m <br />20111 <br />aw <br />43K <br />mm <br />8132 <br />lam <br />ra Ne') PRECAST <br />IM <br />gem <br />am <br />31M <br />4w <br />mm <br />70114 <br />etW <br />r4r (41T) PRECAST <br />786 <br />783 <br />1300 <br />rd' (46•) PRECAST <br />I= <br />2w <br />aaea <br />Me <br />470 <br />,em <br />eel <br />2w <br />4w <br />0113 <br />lea <br />w4 <br />141e4 <br />mw <br />I= <br />201e <br />aw <br />aels <br />45M <br />em <br />am <br />4'4' (54T PRECAST <br />1M <br />tw <br />2110 <br />tam <br />37m <br />4516 <br />0100 <br />8224 <br />rd' (84') PRECAST <br />5R2 <br />01 <br />1073 <br />44• (5C) PRECAST <br />tar <br />ael <br />2M7 <br />aael <br />4w <br />s71t <br />mro <br />21M <br />4aM <br />ein <br />7547 <br />em2 <br />tael4 <br />1160e <br />12m <br />2040 <br />21W <br />3m0 <br />IOU <br />47" <br />sm <br />S{' (B4-) PRECAST <br />1217 <br />tw <br />tm <br />tm <br />Im <br />ma <br />mel <br />4w <br />sd• P11 PRECAST <br />411 <br />411 <br />746 <br />S 4' BK9 PRECAST <br />im <br />m <br />22M <br />2w <br />m <br />ell <br />4a <br />"a <br />meel <br />TINT <br />10111 <br />me <br />gas <br />2113111 <br />aw <br />w, <br />4102 <br />7-IV T70') PRECAST <br />1082 <br />/w <br />11M <br />tmi <br />2Eee <br />me <br />2w <br />see <br />8-IM (M PRECAST <br />340 <br />339 <br />818 <br />5-10 (70y PRECAST <br />w <br />t <br />21a <br />8107 <br />3m <br />4fel <br />s m <br />am <br />4w <br />77e1 <br />O7m <br />w <br />1517 <br />1 21140 <br />1 zo <br />1 310? <br />1 aw <br />4133 <br />Sr (78') PRECAST <br />906 <br />1w <br />2177 <br />3w <br />aH <br />oral <br />4m <br />eel, <br />sd, (787 PRECAST <br />W7 <br />rn <br />480 <br />sd' (7S) PRECAST <br />m <br />, <br />am <br />I= <br />2177 <br />3m <br />met <br />M <br />core <br />m <br />/4O7 <br />,w <br />2w <br />27a <br />elm <br />a7r2 <br />rd BIO") PRECAST <br />743 <br />tm1 <br />17m <br />2U2 <br />me <br />2w <br />a1m <br />creel <br />rfi Mn PRECAST <br />421 <br />530 <br />383 <br />rd (90") PRECAST <br />7a <br />, <br />, <br />as <br />,o5s <br />im1 <br />,rA <br />3em <br />creel <br />self <br />en <br />mM <br />7n <br />12M <br />tw <br />cram <br />2p <br />2W <br />am <br />P-4' 1127 PRECAST <br />( <br />554 <br />w <br />11m <br />1w <br />mx <br />aela <br />no <br />=m <br />Ste• (11Z7 PRECAST <br />328 <br />612 <br />290 <br />V-r (112'i PFECABT <br />ml <br />7m <br />1 <br />2fA <br />7m <br />1w <br />ISO <br />mOt <br />7110 <br />w0 <br />m <br />m <br />lam <br />elU <br />1m <br />2214 <br />am <br />( 2BT PRECAST <br />tad 1 <br />476 <br />m <br />w <br />,sa <br />met <br />27n <br />z,el <br />ael <br />lad• (128� PRECAST <br />284 <br />401 <br />1B0 <br />tad' (128� PRECAST <br />m <br />ms <br />em <br />11 <br />14M <br />2m1 <br />w <br />tam <br />1w <br />2w <br />2M <br />47s1 <br />w <br />w <br />11s0 <br />w2 <br />Im <br />am <br />2m <br />114' (188� PRECAST <br />382 <br />w <br />w <br />,ael <br />as <br />am <br />37D <br />4w <br />114• (188� PRECAST <br />1B0 <br />462 <br />154 <br />114• (1387 PRECAST <br />al <br />me <br />m <br />,mr <br />, <br />el, <br />w <br />,w <br />tale <br />21a <br />am <br />4m <br />em <br />f012w <br />1m2 <br />mU <br />MGN <br />218 <br />12'd• (144T PRECAST <br />337 <br />M <br />eM <br />1m1 <br />1w <br />mp <br />a06 <br />mm <br />12'-0• (144-) PRECAST <br />244 <br />402 <br />137 <br />Ir4r (14-) PRECAST <br />4m <br />7m <br />w <br />/1 <br />i <br />,w <br />aw <br />eM <br />t1m <br />tw <br />mm <br />we <br />mm <br />w <br />w <br />Iam <br />1 <br />1 <br />3= <br />17d• 1 <br />( NIA PREhtB'T <br />2a8 <br />4H <br />7m <br />Tors <br />"a <br />/w <br />2w <br />ael <br />17�• (180') PRECAST <br />2t7 <br />324 <br />110 <br />17J' (7Q07 PRECAST <br />w <br />m <br />w <br />w <br />1 <br />1w <br />Al <br />7m <br />tw <br />14a <br />1w <br />mm <br />am <br />w <br />7m <br />110e <br />,4, <br />tea <br />14'-0' (158� PRECAST <br />Z79 <br />424 <br />m <br />1w <br />1w <br />tw <br />2127 <br />tam <br />14W (16n PRECAST <br />206 <br />203 <br />100 <br />1r4r (188n PRECAST <br />w <br />m <br />7a <br />w <br />, <br />19a <br />1 <br />1w <br />1m <br />elm <br />nu <br />2m <br />4a <br />m <br />tw <br />7 <br />, <br />mW <br />I" (17B•) PRIG <br />NA <br />ell <br />IR <br />IR <br />MR <br />m <br />NR <br />m <br />14'd' (178y PRIG <br />N.R.284 <br />61 <br />1rd' (1787 PRESItE88® <br />w <br />w <br />m <br />m <br />02 <br />m <br />m <br />1 <br />w <br />ts1 <br />,m <br />TM4 <br />w <br />Tel <br />1m <br />1em <br />Iw <br />a17 <br />2712 <br />1" (184-) PRE <br />NA <br />"" <br />� <br />� <br />� <br />NR <br />� <br />� <br />16t4' (1847 PRESTO <br />N.R.26I <br />83 <br />I&W (184-) PRE313 <br />w <br />w <br />me <br />m <br />wNR,R <br />Me <br />mi <br />lose. <br />412 <br />t1O <br />tm <br />,Tel <br />am <br />Im <br />m1a <br />(208� PRLOTIRE88B) <br />NR <br />1R <br />NR <br />me <br />let <br />,R <br />1TI' (2089 PRl3Rr <br />N.R <br />1W <br />d< <br />1rd' (2�) PRE8ITE8BFLw <br />w <br />w <br />w <br />m1 <br />t4 <br />m <br />t <br />Tm <br />1271 <br />m1r� <br />UM1P4' <br />m <br />w <br />m <br />tm <br />Im <br />Iw <br />as <br />PR68'IR688FD <br />RR <br />NR <br />NR <br />IR <br />IR <br />IW-C PM PRESTA� <br />N.R <br />148 <br />62 <br />18^4M2') PREw <br />2a <br />w <br />4a <br />47 <br />w <br />547 <br />el, <br />eN <br />WRa29 <br />tm1R <br />m <br />m <br />im <br />tel7 <br />nor <br />,me <br />17el <br />PRE <br />NA <br />1R <br />,R <br />7R <br />M <br />iq <br />PUS) P <br />NA <br />12B <br />42 <br />274' ( PREai <br />w <br />am <br />wem <br />m <br />m <br />721 <br />m <br />w <br />m <br />fm <br />1m <br />w <br />w <br />w <br />1114 <br />1w <br />"a21'-C <br />P <br />NR <br />NR <br />IR <br />11t <br />IR <br />Eat <br />IR <br />NR <br />��PHI PRESTRF.� <br />RR <br />11d <br />40 <br />27-0• (Y84-) PRIGm <br />1W <br />eel <br />w <br />aM <br />ma <br />42 <br />w <br />w <br />m <br />m <br />w <br />,m <br />w <br />m <br />to <br />t0a <br />1me <br />tw <br />2f4r Pam) PRE81 <br />NA <br />eleNReltNINt <br />ele <br />elt <br />wo mr) PREBT <br />N.R <br />W <br />33 <br />2rd• Mn PIESTRE38®1M <br />:m <br />a7 <br />me <br />am <br />46 <br />sm <br />as <br />4m <br />m <br />em1a <br />we <br />Iel <br />w <br />/04 <br />ea1w <br />,ffi <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 TARN FROM %AFE LOAD TPS" BYCASTCREIE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO BEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE 818TALLm PER MANUFACTURES SPECFM.ATIONS . PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WSOOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE#: 18.0128.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />144i N. RONALD REAGAN BL <br />LONGWOOD, FL327W <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA 8: 0003325 <br />Y <br />Q3 <br />V <br />3 <br />OI <br />sxmDrv. ae LoTil <br />SILVERADO <br />LOT 6 <br />BLK 19 <br />Pl20JECT# <br />04128.002 06191 <br />MODffiL• <br />4EBB <br />"1828—CALI" <br />GA "GZ BVITMO: <br />RIGHT <br />PAOIM <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />