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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 1 112"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W1 1 Od 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 />MANUFACTURERS 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 ENGINEERS REVIEW AND <br />APPROVAL. <br />9. PLACE 2X41 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 PSS36_177' * x 2 718"LONG, WITH WASHER @ 116"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 Sk <br />DESCRIPTION <br />REMARK <br />(2) 2X12 <br />(2) 2X8 <br />BEAM SCHEDULE <br />RZZ3= INDICATES OPENING BELOW/ T.O.B� TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL I T.O.A. =TOP OF ARCH/ TOS =TOP OF SLAB <br />ABBREVIATIONS E.E. =EACH END, OIC =ON CENTER, F.E.S. =FROM EACH SUPPORT, TO. = THROUGHOUT - <br />MARK <br />DESCRIPTION <br />fc <br />(P-1) <br />SIZE <br />W-.H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />Top <br />F <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />W <br />(1) <br />- <br />N/A <br />I - <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"PRECAST <br />& <br />PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFE <br />LOAD <br />PLF <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />"s"' <br />"M <br />SMS-00 <br />WAM <br />wan <br />agg4s <br />TYPE <br />LENGTH <br />BLIB <br />we <br />LENGTH <br />0lwu <br />41,124IT <br />W"4[r <br />wm4r <br />~ <br />Ewa <br />own <br />sUs <br />me -is <br />- <br />a"a-le <br />SIPWIS <br />is <br />v3sis <br />Owls <br />wis-is <br />T-r (42-) PRECAST <br />2231 <br />m <br />VIS <br />GM <br />NU <br />am <br />m <br />;W- <br />3P-r (42') PRECAST <br />11025 <br />1024 <br />IM <br />T-r (4r) PRECAST <br />I= <br />= <br />43114 <br />SM <br />ow <br />7001 <br />-M <br />agg <br />g,13 <br />7W <br />im <br />loud <br />lim <br />I= <br />sw <br />Slow <br />4M <br />sm <br />am <br />7w <br />V4r M PRECAST <br />lm <br />Sell <br />SM <br />3m <br />am <br />7084 <br />ow <br />W-V M PRECAST <br />M <br />763 <br />1309 <br />4W (481 PRECAST <br />I= <br />2US <br />SM <br />3115 <br />41170 <br />SM <br />SM <br />m <br />48011 <br />6113 <br />7147 <br />SW4 <br />ION4 <br />I"M <br />I= <br />m <br />m <br />M& <br />4610 <br />I= <br />4" <br />4'r (M PRECAST <br />160 <br />"a <br />2110 <br />2M <br />37113 <br />NIS <br />wo <br />am <br />#4r OM PRECAST <br />w <br />501 <br />1073 <br />IV4r (54-) PRECAST <br />1291 <br />2040 <br />2W <br />3175 <br />4043 <br />MI <br />fall <br />MISS <br />On <br />ails <br />TINT <br />sm <br />ISM <br />loss <br />law <br />2040 <br />2107 <br />UPS <br />404 <br />NI <br />47" <br />5319 <br />6W (641 PRECAST <br />1217 <br />18" <br />us <br />I's <br />sm <br />'In <br />"i's <br />M <br />4M <br />F-C (INI PRECAST <br />411 <br />411 <br />745 <br />5-4- (041 PRECAST <br />!*Is <br />"' <br />22M <br />gm <br />3M <br />w <br />4"S <br />INS <br />3= <br />5m <br />7WE <br />101 <br />1016 <br />Ing <br />22M <br />I= <br />SM <br />3M <br />ME <br />5`41V (M PRECAST <br />1082 <br />INS <br />1173 <br />1 "21 <br />am <br />2me <br />1 m <br />1 390 <br />V-10' (M PRECAST <br />340 <br />330 <br />618 <br />SAW (M PRECAST <br />on <br />1w. <br />INCH. <br />21060 <br />Sw <br />3M <br />4133 <br />MI <br />= <br />4310 <br />TIME. <br />00A.1 <br />7121.1 <br />M. <br />as <br />in? <br />aw <br />2MMO <br />Slor <br />3100 <br />1 4133 <br />SO (M PRECAST <br />ow <br />I= <br />300 <br />SM <br />3W <br />4M <br />I <br />V-V (?V) PRECAST <br />507 <br />721 <br />490 <br />V4r (781 PRECAST <br />M. <br />"It.. <br />m <br />3261 <br />371 <br />i2W <br />217Y <br />SOD <br />SM <br />ass <br />lolow <br />Of <br />IW <br />INS <br />MISS <br />1 2110 <br />3M <br />I V12 <br />-r4r (W) PRECAST <br />743 <br />'4. <br />MI <br />IM <br />mg <br />UN <br />M <br />Si!!- <br />m <br />rW Pn PRECAST <br />424 <br />w4 <br />BIG <br />-r4r (m PRecAu <br />?27- <br />IOW. <br />1024.d <br />2=.� <br />2UI.J <br />212F.J <br />3320 <br />1011 <br />im <br />am <br />low <br />am <br />an. <br />w <br />11226 <br />un <br />gon <br />an <br />I Sou <br />I Sov <br />W-C (112') PRECAST <br />564 <br />as <br />ligo <br />m- <br />sw- <br />all <br />am <br />94- (117) PRECAST <br />512 <br />230 <br />9`-V (11r) PRECAST <br />' <br />'- <br />""" <br />"" <br />Istu" <br />2SI <br />nog" <br />IN <br />am <br />So <br />204 <br />No <br />OMP <br />m <br />m <br />Ills <br />lea <br />wo <br />I zm <br />1 2m <br />1OP-r (12r) PRECAST <br />4.. <br />475 <br />M <br />= <br />0a <br />2= <br />IM <br />2101 <br />M <br />IWO (12n PRECAST <br />284 <br />401 <br />100 <br />19-r (12n PRECAST <br />m <br />as <br />mj <br />list" <br />m%J <br />Wil <br />"IS <br />3m <br />--- <br />2111 <br />*a. <br />4M@ <br />no <br />m <br />110A <br />UnA <br />IMA <br />ows <br />I goo I <br />11W (13n PRECAST <br />302 <br />m <br />m <br />an <br />is" <br />am <br />31V <br />all <br />11-W (13r) PRECAST <br />200 <br />402 <br />154 <br />11-4- (i3r) PRECAST <br />14 <br />1 <br />1,1 <br />iOVj <br />Iff'Wj <br />III <br />IISS <br />02 <br />60 <br />1 an <br />ISO_ <br />am <br />Sir <br />4= <br />418 <br />wy <br />100.1 <br />1372A <br />"GA <br />1915. <br />Sir <br />2W <br />Ir-W (144-) PRECAST <br />337 <br />0140 <br />an <br />am <br />"H <br />21411 <br />m <br />3m <br />Ir4r (144') PRECAST <br />244 <br />402 <br />137 <br />ir-V (144') PRECAST <br />478 <br />do <br />7wj <br />Mal <br />Ila" <br />131kj <br />Isse <br />I- <br />" <br />en <br />am <br />1101 <br />zm <br />mo <br />MISS <br />470 <br />m <br />owj <br />tm.J <br />Issoj <br />1814.1 <br />sus <br />13W (IIII&I PRECAST <br />20111 <br />471 <br />m <br />we <br />im <br />Sal <br />"I <br />as <br />'3W t1gD1 PRECAST <br />217 <br />324 <br />110 <br />3,4. (,On PRECAST <br />410, <br />SO <br />W <br />M <br />ON <br />11 <br />Iga <br />INS <br />7-0 <br />-- <br />wS <br />"a <br />IM <br />21116! <br />1 290 <br />4211 <br />400 <br />M. <br />Ila <br />141 <br />issu <br />or <br />ar <br />IN-V (18n PRECAST <br />279 <br />424 <br />7011 <br />1002 <br />I= <br />IW <br />2w <br />1 <br />1*41F (18n PRECAST <br />205 <br />203 <br />100 <br />1 <br />1W4r (IW7 PRECAST <br />IN <br />3" <br />m <br />M <br />an <br />ION. <br />12M <br />1� <br />442 <br />70B <br />ION <br />I= <br />IW <br />2W <br />4" <br />4211 <br />717 .1 <br />anj <br />lahj <br />ion. <br />aw <br />1V4r (I?n PRESTRESSM <br />N.R. <br />NR <br />NR <br />-M <br />NR <br />Nit <br />WR <br />Nt <br />M <br />IIV-r (IM PRIMMSED <br />NA <br />256 <br />01 <br />14W (IM PRINTRE-880 <br />- <br />m <br />314. <br />m <br />=.I <br />MA <br />612-1 <br />w'w <br />=- <br />lows" <br />M. <br />im. <br />1131 <br />Im <br />- <br />Iwo <br />- <br />"a <br />MISS <br />21117 <br />M2 <br />ISW (184') PRESTRESSED <br />N.R. <br />NR <br />Nit <br />WR <br />M <br />w <br />Sol <br />lit <br />(184') PREFIRESSED <br />NJL <br />250 <br />83 <br />IF-W (184w) PREXTRES$S) <br />SIN <br />-� <br />31 * <br />30 <br />4" .4 <br />Sno <br />wj <br />j wild <br />RSj <br />43ftj <br />oil. <br />i4w. <br />im <br />1 412 <br />M <br />I Sign <br />I Im <br />UN <br />200 <br />Nis <br />1714' CA111 PRESTRESSED <br />N.R. <br />SIR <br />NR <br />at <br />SIR <br />Ir-C Wn PRESTRISM <br />NUL <br />194 <br />64 <br />Ir-4- Mn PRESTRIBISED <br />Iff <br />210 <br />2111 <br />4mj <br />W.1 <br />Md <br />70.4 <br />USA <br />ioxj <br />M . <br />ivi. <br />US <br />im.J <br />m <br />so <br />m <br />"Do <br />I" <br />sw <br />IW-C Mn PRESTRESSED <br />N.R. <br />at <br />M <br />at <br />at <br />M <br />SIR <br />NR <br />NIS <br />IV-C Mn PRESTRESSED <br />Nit. <br />i4e <br />52 <br />IW4' Mn PRIWRESSED <br />' <br />in <br />m <br />93 <br />30 <br />429 <br />4a <br />as <br />fa <br />041 <br />eaw <br />74Y <br />11221 <br />0 <br />n; <br />420 <br />M <br />"a <br />112111 <br />M8 <br />Ifle <br />21W On PRESTRESSED <br />NJIL <br />Nit <br />Nit <br />NR <br />at <br />NR <br />NR <br />Nit <br />21W On <br />N.R. <br />125 <br />42 <br />21-4- Mn PRESTRESSED <br />sma <br />224 <br />221 <br />W" <br />M <br />sn" <br />or <br />40.4 <br />721 <br />nej <br />as <br />In <br />so <br />an <br />05 <br />1 1114 <br />1 I= <br />UN <br />2r-w (254") PREsTRMM <br />NJL <br />at <br />HR <br />NR <br />WIR <br />1 WR <br />1 <br />I 22W W) PRESTRESSED <br />N.R. <br />116 <br />40 <br />V4r PIN-) PRE911RESSO <br />IN <br />w <br />In <br />ME4 <br />no 4 <br />379,4 <br />all <br />4uo <br />as <br />an <br />ow <br />on <br />4REBAR. <br />IN <br />Big <br />m <br />M <br />i_ <br />sa <br />- <br />;N WR <br />3 <br />24-0 On PRESTRESSED <br />I NAL <br />M <br />M <br />I w <br />I M <br />1 <br />I 2,ro- P" PRESTRESSED <br />N.R. <br />91 <br />33 <br />24-4r CA" PRESTRESSED <br />124 <br />124 <br />178 <br />W.l <br />3" W <br />3420 <br />4m tw <br />0 <br />9011"1 <br />m <br />M <br />Son, <br />US <br />In <br />no <br />460 <br />1 854 <br />1 ON <br />I IM <br />I I M <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 />ALL VALUES TAKEN FROM `8AFE LOAD TABLEW BY CASTCRETE MAN 2015 EDITION PRECAST PRODWTS By OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE UWALLED PER MANUFACTURES aPECIFIC-ATIONS PROVIDE MINIMUM 4'OF BEARING PAST EACH SIDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />8F16-17/01WIS - - - - - - t7-=- <br />I, - - - - - - - - - - - - - - - - - - - - - - - - - - 8716-17/0-W-OB - - - - - - - - - - - - - - I OF-16-1T-/0;;1B <br />8F16-1T/0M/1B <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9-4", UNO. <br />BF1S-1T?OW0B <br />- - - - - - - - - - - <br />101-6" <br />8RF14- <br />1TIOM/08 <br />T <br />SF36�11T/OMMB <br />17'-4* 1 <br />--m-mm - - - - - - - - - - - - - - <br />LIFT BEAM PLAN <br />SCALE: 1/4"= V-0' <br />A III C N I T I C T I <br />6 <br />aNsolgn <br />Lm <br />G upur, <br />441 N. RONALD REAGAN BLV <br />LONGWOOD FIL 32750 <br />PH: 407-7Y4:i078 <br />FAX: 407-77"078 <br />www.abdesWigroup.com <br />AA #: 0003325 <br />DRAFTING SY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1.004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 8122222!aa.,� <br />.r--u "a"11 <br />211P <br />1 Hui <br />rOUBDIV. & <br />SILVERADO <br />LOT #23 <br />BILK #10 <br />]PROJECT# <br />03719.000-23101 <br />MODEL& <br />2795-F <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH W. B <br />I p2W -n <br />D 10/30.190 <br />8CALZ: 1/4"=l'-O" <br />B*MCRT <br />S2 <br />