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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W (9) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W 10d x 1 1/2" 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 NTH <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 (4'1. <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 POS36, .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 0'4", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE, <br />HEADER SCHEDULE <br />MARK <br />SIZE 8 <br />DESCRIPTION <br />REMARK <br />0 <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 I 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 />(w) <br />VS1..H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />1 01#5 <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 />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />Gt»e �wss <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />`eMe. -WRA <br />SAFPL <br />OAD <br />SAFE <br />LOAD <br />•POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />sa4s <br />sTase <br />w*w <br />N700e <br />NOe06 <br />saam <br />W" <br />TYPE <br />LENGTH <br />8US <br />BFS <br />RCMU <br />TYPE <br />LENGTH <br />NSIT <br />Nsat <br />W124T <br />Wise <br />W WIT <br />eP»ar <br />IRa1T <br />wan <br />anstT <br />eta4sr <br />Wn14T <br />N'»e7 <br />W3mT <br />aa9a7 <br />BUB <br />Nets <br />site <br />mete <br />Name <br />waste <br />seals <br />;a , <br />T4' (42') PRECAST <br />2261 <br />son <br />ens <br />Wive <br />w7 <br />am <br />wn <br />tee, <br />Td (�) PRECAST <br />1026 <br />1024 <br />1668 <br />T4• (42") PRW AST <br />ton <br />2w <br />»N <br />4w <br />ato <br />wa <br />Im <br />aoN <br />NO <br />na <br />7W <br />404 <br />14aN <br />Rion <br />Ion <br />Mve <br />eve4 <br />4w <br />a» <br />sin <br />fOn <br />4'4• (48') PRECAST <br />1SN <br />Agin <br />AM <br />NO <br />4w <br />sm <br />7w <br />61n <br />r4• {�) PRECAST <br />766 <br />769 <br />1308 <br />V-V (46•) PRECAST <br />1w <br />sae <br />aD» <br />agile <br />4w <br />»s <br />avro <br />2M <br />NO <br />na <br />Ten <br />W4 <br />,0ve4 <br />11on <br />ion <br />210s <br />7080 <br />76/6 <br />46ro <br />veN <br />nro <br />4'4' (647 PRECAST <br />1668 <br />ton <br />?rm <br />ten <br />27ve <br />4aa <br />s100 <br />e2N <br />4'4• (Sn PRECAST <br />= <br />fiW <br />1073 <br />4'4' (54) PRECAST <br />1IDI <br />20q <br />7ro7 <br />vefl <br />40a <br />1711 <br />daft <br />21ve <br />4M <br />ale <br />TNT <br />an <br />"AN <br />lion <br />tan <br />AM <br />nn <br />ve/6 <br />40a <br />4Ht <br />ea7e <br />T 4' (84� PRECAST <br />1217 <br />ion <br />"a <br />ion <br />mo <br />nve <br />veve <br />NO <br />TI' (a� CST <br />411 <br />411 <br />T46 <br />B4' (8{') PRECAST <br />lots <br />171 <br />2m <br />ton <br />aw <br />w1 <br />4na <br />ton <br />s»6 <br />m <br />7M7 <br />jjji0 <br />ins <br />17t6 <br />taro <br />Ave <br />ae» <br />301 <br />4022 <br />T•10' l70") PRECAST <br />1002 <br />1106 <br />ITS <br />an <br />20» <br />26N <br />son <br />8n0 <br />SAW (70•) PRECAST <br />340 <br />330 <br />816 <br />B-f7 M PRECAST <br />w <br />1 <br />ton <br />e107 <br />aw <br />41» <br />ton <br />ze <br />I 4w <br />71 <br />711111 <br />w <br />ten <br />I 2a» <br />2m <br />atn <br />aWw <br />4133 <br />S4• (M PRECAST <br />on <br />1m <br />IT <br />Nve <br />a»I <br />a/» <br />43D <br />AM <br />Sd (?9 PRECAST <br />507 <br />721 <br />490 <br />S4' M PRECAST <br />AN <br />3m <br />12s <br />x1n <br />Nve <br />sm <br />son <br />loom. <br />aw <br />w <br />/NI <br />a» <br />as <br />Am <br />NN <br />vu <br />T4' (Ba) PRECAST <br />746 <br />1011 <br />17ve <br />eve? <br />2206 <br />2w <br />nn <br />aw <br />T4• Mn PRECAST <br />124 <br />624 <br />883 <br />T4' lB0') PRECAST <br />7n <br />2w <br />0 <br />1011 <br />I7ve <br />2»1 <br />m <br />am <br />W7 <br />eat <br />7n <br />I= <br />MR <br />20ve <br />ass <br />Zen <br />m <br />B� (112� PRECAST <br />664 <br />w <br />110 <br />I <br />21N <br />Nee <br />gals <br />nve <br />V4' (712� PRECAST <br />828 <br />612 <br />280 <br />Vim' (112' PRECAST <br />vet <br />70 <br />i <br />M <br />1N <br />nn <br />2 00 <br />7» <br />tea <br />lea <br />aeN <br />awe <br />eon <br />wt <br />w <br />/ale <br />Ion <br />1w <br />21ve <br />2eN <br />1a4 (128� PRECAST <br />47b <br />w <br />w <br />1247 <br />2= <br />2777 <br />21» <br />2m <br />1a-0' (128•) PRECAST <br />264 <br />401 <br />180 <br />1a4' (120� PRECAST <br />w <br />eNI <br />live <br />14M <br />1 <br />2011 <br />8a <br />Im <br />1w <br />2w <br />mt <br />47N <br />w <br />w <br />1472 <br />77» <br />an <br />Am <br />11'-4• (186� PRECAST <br />8B2 <br />w <br />Na <br />1w <br />lea <br />No <br />aw <br />Son <br />114• (198') PRECAST <br />28D <br />482 <br />164 <br />f1'•4' (196') PRECAST <br />- <br />on <br />1»7 <br />127 <br />fn <br />17» <br />w <br />eve <br />/vea <br />ton <br />US <br />nn <br />Son <br />404 <br />onIM <br />lea <br />1ne <br />21n <br />IZ-V (1441 PRECAST <br />6S7 <br />AN <br />giro <br />In" <br />ton <br />2106 <br />ton <br />at2 <br />124r (144) PRECAST <br />244 <br />402 <br />137 <br />IZW (144') PRECAST <br />470 <br />4» <br />»6 <br />1t <br />7 <br />low <br />on <br />m <br />12N <br />Nee <br />nn <br />1w <br />a <br />4fl <br />eve <br />1aN <br />1 <br />Am <br />13'4• (18a) PRECAST <br />zee <br />471 <br />m <br />+oro <br />Ion <br />lw <br />2e.6 <br />2w <br />IT-C (10a') PRECAST <br />217 <br />324 <br />110 <br />1TI' (16a) PRECAST <br />4N <br />w <br />7» <br />w <br />i <br />1a® <br />4" <br />7» <br />Ins <br />14y <br />INN <br />2114 <br />m» <br />4. <br />40 <br />110 <br />N <br />NWT <br />14•-0• (188� PRECAST <br />279 <br />4N <br />IN <br />Ion <br />1w <br />Rn <br />2127 <br />212D <br />14'4' (1W) PRECAST <br />206 <br />282 <br />/00 <br />U'4' (188') PRECJIST <br />aN <br />w <br />7N <br />w <br />/220 <br />4a <br />7ve <br />/on <br />1ve1 <br />Mon <br />2127 <br />2w <br />NO <br />175 <br />1w <br />1 <br />isoff <br />11'4• (178') PRESTRESSED <br />KR <br />Nt <br />MR <br />M1 <br />NR <br />IN <br />IN <br />14W (17n PRESTFAM <br />N.R. <br />284 <br />W <br />14W (178� PRE8TRE <br />2M <br />2a <br />eNM. <br />w <br />an <br />w <br />on <br />l <br />w <br />1n <br />I. <br />l7N <br />w <br />i» <br />faro <br />Asa <br />fl46 <br />2n7 <br />m2 <br />IV4' (1841 PRESTRESSED <br />N.R. <br />W <br />NR <br />W <br />NR <br />N' <br />NR <br />NR <br />ta4' (iB4•) PRESTRESSED <br />N.R.260 <br />63 <br />15-4• (1841 PRESTRESS® <br />2N <br />$13 <br />SIT <br />Ise <br />911 <br />412 <br />710 <br />12M <br />1733 <br />Ion <br />232D <br />2na <br />2ve <br />w <br />eve <br />1 <br />1 <br />ton <br />fro' (208') PRESTRESSED <br />N.R <br />Nt <br />m <br />N4 <br />NR <br />IN <br />NR <br />Nt <br />1r4' Mn PRESTRESSW <br />N.R <br />194 <br />64 <br />tr-V Wn PMSTRE880 <br />In <br />IV <br />ive <br />m <br />vet <br />740 <br />eve <br />1 <br />tve <br />ta77 <br />giro <br />lm <br />on <br />eve <br />w <br />ton <br />te» <br />aw <br />Am <br />194' 1252.1 PRESTRESSED <br />NAL <br />NI <br />NR <br />Nt <br />MR <br />lal <br />NI <br />M <br />174• RS2') PRESTRESSED <br />N.R. <br />1M <br />62 <br />19-4 Mn PRE <br />1ve <br />1N <br />w <br />w <br />4n <br />w <br />6n <br />N1 <br />667.747 <br />ten <br />yfi <br />w <br />7» <br />ive7 <br />five <br />ins <br />1716 <br />21'i' 12�1 PRESTRESSED <br />NR <br />NR <br />NR <br />NR <br />NR <br />In <br />NR <br />NR <br />214' R�1 PRED'IRE88ED <br />N.R. <br />126 <br />42 <br />21V• (266') PRE <br />1a <br />2N <br />eve <br />4» <br />w <br />on <br />IN <br />as <br />w <br />w <br />tta <br />ton <br />,w <br />,a <br />1n <br />m <br />1n <br />afl <br />7n <br />w <br />ton <br />22.'-0' 12647 PRES11�8ED <br />NR <br />M <br />M <br />Nt <br />NR <br />M <br />Nt <br />tel <br />22'4' (264� PR�i1221=0 <br />KR <br />116 <br />40 <br />22'4• Gw9 PRE8TRFA8ED <br />1n <br />2n <br />Na <br />w <br />w <br />w2f4r <br />IN <br />a/a <br />1m <br />7N <br />1047 <br />I2» <br />see <br />(21n PRESTRESSED <br />N.R <br />NRNNRNR <br />Nt <br />NRW-T <br />(286') PRESTRESSED <br />N.R <br />91 <br />38 <br />avw {2689 PRE87 <br />iN <br />1N2» <br />172 <br />W <br />41111 tw <br />416 <br />Mani <br />4ve <br />7n <br />W <br />afl <br />1ve <br />w,» <br />eve <br />w <br />1w <br />,2L <br />(0) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(A) 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 CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR S CEID VALUES STATED A6OVE <br />• ALL PRECASTPROOIICTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MI 4MM C OF BEARING PAST EACH SIDE OF VANWH OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE#: 1"126.03 <br />—8F16-1T/0MI08 " 8Fi6-i TIOM/OB W 8F18-,TIOM/OB 8F24-1T/1M/0B t: _ <br />HHHHHHAN <br />4 � # <br />hum <br />1 % 0 1 <br />GT <br />3 <br />$ ' ` LINO PROVIDE BB1 a <br />WHERE ROOFTRUSSES 1a1 <br />d Q` w BEAR. TOP OF WALL <br />EL. 8'-8" LINO E <br />°0 2 <br />1 � <br />k <br />1 <br />1Q <br />4Q ( <br />ILL Y i. <br />s,m 3 <br />( <br />p $ <br />fi e <br />'In a <br />4 <br />1 <br />031 <br />� Q( <br />3 <br />5 '! <br />-6 <br />� 1 <br />1 � <br />a 4 <br />§ � S <br />E ' <br />`s <br />8F8-1T/0M1OB i <br />N <br />r C <br />GT <br />SF18.1TAA1f08 4 <br />i <br />" <br />. ..� <br />8F28-,T/iM/OB ,-� w, ".a -..., „., .M. ,,....,.. ..�8F4'l T/OM/OB <br />LIFT BEAM PLAN <br />SCALE: 1/4" - 1'-0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />W0 I! <br />av>aDiv at: r or. <br />SILVERADO <br />LOT 13 <br />BLK 11 <br />P12oi=T# <br />04128.002-13111 <br />MODZX,c <br />4ENB <br />"1751—NEUVILLE" <br />0AItAGZ 8WING: <br />LEFT <br />PACE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />