Laserfiche WebLink
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) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. 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 @ 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 />REMARK <br />CE8SiiR F-TION <br />(D <br />(2)2X8 <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 />(psi) <br />WXHZE , <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x16 <br />(1)#5 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x6 <br />(I) #5 <br />NIA <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 />& PRESTRESSED <br />U-LINTELS <br />`RwPGMIS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />`11w-0— <br />SAFPL <br />LOAD <br />♦� <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUS <br />eFem <br />woe <br />f+2� <br />aphis <br />eP+� <br />n1e-1e <br />e2oow <br />*20.10 <br />WH <br />eP24/e <br />WA&M <br />~111 <br />wan <br />i o <br />TYPE <br />LENGTH <br />✓ UO <br />OF$ <br />ROMU <br />TYPE <br />LENGTH <br />wtt <br />1F62T <br />a"att <br />Mtba <br />eF,a,7 <br />1N1#T <br />eFxin <br />ow27 <br />ePw-n <br />was-F <br />IPZ&1T <br />waaQu <br />wDt7 <br />012-V <br />3'4i• (42") PRECAST <br />2291 <br />30M <br />Vie <br />61M <br />awl <br />"m <br />e01e <br />1wM <br />3'4T (421 PRECAST <br />102b <br />1024 <br />1688 <br />3'-0• (42-) PRECAST <br />ten <br />net <br />UN <br />4304 <br />aaw <br />M32 <br />7wi <br />30n <br />4e06 <br />$11a <br />Tan <br />wN <br />Nwt <br />iNw <br />,= <br />N16 <br />aew <br />Ialt <br />em <br />MN <br />loot <br />r-0' (48') PRECAST <br />1986 <br />2w1 <br />2751 <br />3M0 <br />41M <br />GM <br />71114 <br />awl <br />ro- (48') PRECAST <br />786 <br />763 <br />1809 <br />r-0• (48-) PRECAST <br />law <br />21w <br />am <br />Mo <br />4m <br />Mo <br />e01a <br />taw <br />4e06 <br />a113 <br />Tan <br />NN <br />low <br />lfaw <br />taw <br />ewe <br />Saw <br />3M6 <br />4ew <br />wie <br />e�ae <br />V-r 64 PRECAST <br />( '1 <br />iD9 <br />ten <br />2110 <br />m1 <br />3na <br />4a71 <br />awl <br />m4 <br />1-0- (84� PRECAST <br />BB2 <br />691 <br />1073 <br />4'-0' (64� PRECAST <br />,m <br />taw <br />27n <br />3aR <br />4ata <br />4111 <br />nw <br />"w <br />43M <br />eHa <br />71n <br />am <br />fowl <br />ilea <br />t2n <br />not <br />VO? <br />S376 <br />403 <br />4711 <br />em <br />6'<' (84-) PRECAST <br />1217 <br />+30 <br />14N <br />/10 <br />2w0 <br />31n <br />NM <br />wn <br />B41' (647 PRECAST <br />411 <br />411 <br />745 <br />8-- (84-) PRECAST <br />1048 <br />1711 <br />ma <br />2a1e <br />Ta n <br />3eM <br />4122 <br />ion <br />3080 <br />GM <br />jcla <br />1016 <br />,77e <br />2m <br />NN <br />Nn <br />aft <br />4aa <br />6'-7C (70') PRECAST <br />1082 <br />1106 <br />1173 <br />10/ <br />w10 <br />Noe <br />Saw <br />3470 <br />6.70- (M PRECAST <br />340 <br />330 <br />818 <br />8.10' (7a') PRECAST <br />1 <br />Mn <br />awa <br />i4M <br />m4No <br />7tw <br />7tM <br />am <br />m <br />,ea <br />Nw <br />Nn <br />M <br />ato7 <br />am <br />033 <br />s,N <br />ae' PRECAST <br />WeI= <br />1m <br />2177 <br />SW <br />3w1 <br />Mn <br />43M <br />awl <br />a4T QB') PRECAST <br />607 <br />721 <br />496 <br />C-0- (761 PRECAST <br />M. <br />1 <br />um <br />Sri <br />"n <br />34w <br />wM <br />re/ <br />rn <br />as <br />IW <br />100 <br />1 taw <br />1 a1/ <br />I m+ <br />1715 <br />T4T PRECAST <br />743 <br />Oil <br />1720 <br />2m <br />2200 <br />2M/ <br />3111 <br />8wa <br />( PRECAST <br />42A <br />634 <br />383 <br />T4T (SO•) PRECAST <br />7a <br />2w6 <br />Zen <br />me <br />toll <br />Ira <br />21M <br />31M <br />am <br />8W <br />6472.1T-0' <br />IV <br />nw <br />law <br />ww <br />one <br />2127 <br />3m <br />a-4• 11 PRECAST <br />( 2") <br />664 <br />aN <br />nw <br />two <br />m4 <br />wr <br />•2010 <br />38w <br />a-- (1121 PRECAST <br />828 <br />612 <br />290 <br />8'-P (112' PRECAST <br />m <br />7w <br />11 <br />ip4 <br />N7 <br />MM <br />2w0 <br />7w <br />,3N <br />,wa <br />7ew <br />wM <br />ww <br />Mt <br />m <br />fate <br />,w <br />,aw <br />22e1 <br />m1 <br />toe (126) PRECAST <br />475 <br />er <br />M0 <br />tan <br />awa <br />an <br />Mr <br />me <br />104r (12r) PRECAST <br />284 <br />401 <br />180 <br />1a4T (128•) PRECAST <br />6w <br />en <br />oN <br />1+M <br />, <br />a"t <br />on <br />,aw <br />1we <br />20n <br />zm <br />4764 <br />m <br />w <br />,/10 <br />,4T/ <br />,lea <br />2w6 <br />taw <br />11'�' (138� PRECAST <br />382 <br />M. <br />IN <br />731a <br />ISM <br />24w <br />31V <br />40M <br />114- (13n PRECAST <br />280 <br />452 <br />154 <br />114- (138-) PRECAST <br />474 <br />004 <br />NO <br />70n <br />fa <br />iM <br />im <br />w2 <br />eN <br />tan <br />1aN <br />aW <br />1,a <br />40w <br />408%1n <br />t <br />1m <br />1W <br />lemw <br />Mn <br />12'-0' (144� PRECAST <br />397 <br />ew <br />173 <br />12w <br />1w4 <br />Mn <br />Sew <br />San <br />174T (744� PRECAST <br />24/ <br />402 <br />197 <br />17-0' (1447 PRECAST <br />470 <br />4w <br />7w <br />oN <br />11 <br />1 <br />tan <br />540 <br />na <br />17e1 <br />ion <br />MM <br />2aw <br />31n <br />4w <br />m <br />M. <br />Im <br />1 <br />1Ma. <br />wn <br />iY-4' 1 <br />( eD-) PRECAST <br />298 <br />471 <br />70 <br />NN <br />14M <br />,an <br />nit <br />9m <br />19'-4• (160ry PRECAST <br />217 <br />374 <br />Ito <br />1S-Y (760") PRECAST <br />416 <br />N0 <br />w7 <br />in <br />aN <br />1 <br />13n <br />47, <br />m <br />10n <br />1421 <br />I= <br />nit <br />wN <br />4w <br />4n <br />7M <br />Iiw <br />14 <br />ion <br />I#-W (16n PRECAST <br />279 <br />4w <br />m <br />Ian <br />,3n <br />ten <br />Ma <br />me <br />1r-0' H887 PRECAST <br />206 <br />299 <br />100 <br />U'-0' (ION) PRECAST <br />m <br />386 <br />sea <br />7w <br />m <br />1n0 <br />4M <br />7w <br />Ion <br />+m <br />fan <br />2 <br />7r0 <br />4w <br />m <br />717 <br />10n <br />1 <br />110i <br />14'-0' (i7B� PRESTRESSED <br />N.R. <br />NR <br />tat <br />N7 <br />NR <br />Ni <br />NR <br />Not <br />(17r) PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'-8' (IM PRESTRESSED <br />m <br />3w <br />m <br />ew <br />m <br />m <br />ew <br />ar <br />7 <br />ale <br />tat <br />1131 <br />I7w <br />4r <br />7M <br />7a70 <br />1m <br />22N <br />Zen <br />2712 <br />IV-4- (1841 PRESTRESSED <br />N.R <br />NR <br />NR <br />o <br />Ni <br />Nt <br />NR <br />NR <br />NR <br />16-r (1641 PRESTRESSED <br />NA <br />269 <br />63 <br />164' (1841 PRESTRESSED <br />2w <br />ne <br />313 <br />m <br />4M <br />eN <br />m <br />on <br />7M <br />1 <br />aft <br />1 <br />ter <br />Mx <br />Mo <br />1 <br />+m <br />ww <br />zm <br />mta <br />iT�' (2oe') PRESTRESSED <br />N0. <br />1R <br />11t <br />NR <br />IM <br />NR <br />Nt <br />tw <br />Ir4- Wn Ps"TRE89FD <br />N.R. <br />194 <br />64 <br />1r4- 12069 PRESTRESSED <br />1n <br />+n <br />In <br />m <br />406 <br />we <br />m <br />7M <br />m <br />t <br />m <br />tm <br />M3 <br />wh <br />m <br />m <br />m <br />,m <br />few <br />71M <br />wa <br />14.4' (2a2") PRESTRESSED <br />N.R <br />NR <br />NR <br />!w <br />Nt <br />Nt <br />NR <br />NR <br />tad- Mn PRESTRE'89ED <br />N.R. <br />146 <br />62 <br />1a4- (232') PRESTRESSED <br />w2 <br />in <br />m <br />m <br />3M <br />4w <br />4a <br />en <br />en <br />w1 <br />wt <br />to <br />1. <br />m <br />4w <br />Teo <br />1017 <br />tm <br />,at6 <br />t7te <br />21'-4• (25n PRESTRESSED <br />N.R. <br />MR <br />NI <br />Nt <br />NR <br />Nit <br />NR <br />I N1 <br />21'-C On PREURE88ED <br />N.R. <br />125 <br />42 <br />214' (2501 PRESIRE86ED <br />747 <br />204 <br />m <br />m <br />410 <br />wa <br />er <br />100 <br />w/ <br />an <br />au <br />1111 <br />law <br />Ion <br />142 <br />m <br />37a <br />ea <br />rn <br />an <br />10411 <br />22'-0- CM-) PRESTRESSED <br />N.R. <br />NR <br />Ni <br />Nl <br />Nl <br />NI <br />Nl <br />NR <br />my Cm.) PRESTRESSED <br />N.R. <br />116 <br />40 <br />W-V Mo') PR�7RESBED <br />,n <br />to <br />m <br />1'A <br />4M <br />eN <br />aw <br />iN <br />3N <br />aw <br />7N <br />ton <br />12N <br />1aM <br />N7 <br />m <br />m <br />513 <br />m <br />woj <br />mot <br />2P 0661 PRESTRESSEDA1w <br />MR <br />Nit <br />N7 <br />W-0( PRESTRESSED <br />R. <br />91 <br />D <br />'-06n <br />+w <br />1 <br />m <br />31e <br />40 <br />4" <br />Nm2 <br />wpoaw <br />m <br />4M <br />(#)THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />RESAR. <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 TABLES' BY CABTCRETE 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 OMNI" 4.OF BEARNO PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DNISION ACCEPTANCE #: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdeslgngmup.com <br />AA*:0003326 A <br />Y <br />ABBOTT PARK <br />LOT #10 <br />BLK #15 <br />MODMIA <br />4EHB <br />RIGHT <br />PACisC: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />3 <br />1 SCALE: 1/4"=1'-0" 1 <br />s2 <br />