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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 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WT (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 1 12" 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 PLACEDAT 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 PSS36, .IT7" " x 2 7/8" LONG, WTH 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 OTHERVWSE. <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 />(�) <br />SIZE <br />ml, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8x8 <br />(1)#6 <br />N/A <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 />& <br />PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />r'�^ <br />SAFE <br />w� IM <br />�•�" <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />an <br />arias <br />ser <br />VIM <br />s/s11 <br />aFlam <br />awtB <br />ata9m <br />W2010 <br />WAS-01 <br />eP 40 <br />OrA m <br />WWta <br />Nam <br />i <br />TYPE <br />LENGTH <br />BllB <br />SPo <br />RCMU <br />TYPE <br />LENGTH <br />etan <br />own <br />SIFUM <br />N%W <br />srn <br />sear <br />ffdNino <br />N�CAST22>h <br />an <br />5m <br />am7 <br />am <br />9m2 <br />trot <br />VW (427 PRECAST <br />1025 <br />1024 <br />1598 <br />Tor (4:M PRECAST <br />tar <br />4e94 <br />ew <br />ma <br />lam(42.) <br />aea9 <br />4w <br />$113 <br />7547 <br />em4 <br />imm <br />118r <br />tar <br />4w <br />mm <br />ma <br />7wCd <br />PRECJ18f <br />7918 <br />2m/ <br />27a1 <br />m= <br />41m <br />am1 <br />7w <br />m07 <br />4d (48') PRECAST <br />786 <br />759 <br />1909 <br />4'd (48") PRECAST <br />t2r <br />92M <br />ala <br />4m <br />aam <br />am(487 <br />am <br />4w <br />$113 <br />Tan <br />w4 <br />Iw4 <br />11w <br />"a <br />agile <br />4t= <br />ba= <br />am <br />4'-0• 1549 PRECAST <br />ISM21m <br />tm <br />mm <br />snot <br />am <br />41711 <br />moo <br />m4IW <br />4'd (54•) PREg16f <br />5� <br />591 <br />1073 <br />4d l�9 PRECAST <br />am <br />4m <br />m1 <br />em <br />4m <br />mta <br />man <br />em2 <br />1we <br />ltw <br />12U <br />33M <br />4m <br />Nit <br />emam1a1lm2ametaam,me <br />(54•) PRECAST <br />1217 <br />S-t• (S4� PREf1A$f <br />171 <br />411 <br />745 <br />8�• 1549 PRECASTtme <br />=11 <br />aw <br />a111 <br />4m <br />im <br />a0m <br />m16 <br />7647 <br />am <br />aam <br />79e1 <br />4e12 <br />V-IV (70•) PRECAST <br />1082 <br />1tr14M <br />I= <br />1w <br />am <br />am <br />70r <br />8-10• CM PRECAST <br />340 <br />339 <br />016 <br />SAW (M PRECAST <br />w <br />m <br />mm <br />ae= <br />4/a <br />Tut <br />7tm <br />a31mm <br />an <br />m <br />tea <br />72m <br />fm <br />31m <br />aem <br />4fa <br />Vd (In PRECAST <br />908 <br />12m <br />atm <br />amt <br />37m <br />4a1/ <br />am <br />8'd (M PRECAST <br />507 <br />721 <br />490 <br />C$ PRECAST <br />(� <br />e= <br />/ <br />tm <br />V1 <br />12r <br />mm <br />am <br />em <br />1 <br />ee= <br />em <br />t4r <br />tale <br />as <br />2m <br />mm <br />27t2 <br />T-0" PIiEG118T <br />743 <br />f011 <br />2m <br />2ma'N"mmareW <br />Td (90') PFECAST <br />421 <br />694 <br />559 <br />7d (907 PRECAST <br />m <br />as(90") <br />1011 <br />am <br />are <br />Bem <br />em7 <br />727 <br />tat <br />1w <br />20M <br />gem <br />NIV <br />m1 <br />Imo• 11 PRECAST <br />56t <br />w <br />tea <br />am4 <br />mr <br />2w <br />Nino <br />Vim• (17�PPECI►4'f <br />925 <br />512 <br />29D <br />=�• (N27 PREd18'f <br />w <br />w <br />t <br />1 <br />1 <br />2W <br />2m1( <br />mn <br />2w <br />3W <br />aw <br />w <br />m <br />I= <br />tm <br />tm <br />2w <br />2m9 <br />10'd 1 <br />( 259 PRECAST <br />475 <br />am/2n <br />am <br />27A <br />2m1 <br />aka <br />10'd (12r) PRECAST <br />284 <br />401 <br />180 <br />1Id (12r) PRECAST <br />1m <br />m <br />er <br />7W <br />att <br />em <br />tm1 <br />sm <br />27m <br />47a1 <br />ma <br />m <br />tlm <br />1472 <br />tm <br />gam <br />tar <br />11'4• i <br />(PREC418T <br />m1w <br />1ea <br />am <br />aw <br />4w <br />(13S') PRECAST <br />2B0 <br />182 <br />151 <br />11'�• (1809 PREt'i18T <br />a4 <br />w <br />w <br />tm7 <br />t <br />1m <br />m7711 <br />tm <br />am <br />ma <br />4ar <br />w <br />w <br />7maw <br />wz <br />tea <br />Mae <br />21m1rt2le <br />(14P) PRECAST <br />987 <br />tw <br />2tm <br />a= <br />mm <br />12d (144) PRECAST <br />2" <br />402 <br />137 <br />17d (144•) PRECAST <br />4= <br />4m <br />7= <br />m <br />/ <br />11m12'd <br />twtw <br />21m <br />gem <br />mm <br />4A <br />w <br />9m <br />Tam <br />1 <br />tat <br />2m <br />(1 PRECAST <br />208 <br />m <br />tm <br />14a <br />ter <br />ate <br />2a <br />ISO (190") PRECAST <br />217 <br />324 <br />110 <br />13'-4• (18n PRECAST <br />4m <br />m <br />w <br />lea <br />w <br />i <br />tee19�• <br />m <br />1m <br />14= <br />tam <br />2me <br />zm <br />m <br />4m <br />mBitm <br />I144r <br />1 PRECAST <br />Z79 <br />421 <br />tm <br />lea <br />/eta <br />ma <br />2m <br />14'd (188) PRECAST <br />205 <br />293 <br />100 <br />1" (1e5) PRECAST <br />w <br />w <br />w <br />m <br />m <br />tm( <br />4a <br />wm <br />I= <br />rm <br />2W <br />am0 <br />4r <br />m <br />717 <br />tm <br />t <br />— <br />1Pd (178') PRESTRESSED <br />N.R <br />me <br />me <br />me <br />me <br />me <br />1Cd (175') PRE <br />N.R. <br />264 <br />1m <br />14'd (178y PRE <br />2m <br />ma <br />w <br />ma <br />ma <br />m <br />02 <br />m <br />w <br />1 <br />m <br />1131 <br />7m4 <br />4r <br />m <br />tm <br />low <br />ar <br />gm7 <br />2712 <br />1B�• (7S4') PRES1RE58ED <br />NJ' <br />Nit <br />NitIR <br />me <br />1R <br />Nit <br />Hit <br />IR <br />1B�' (1847 PRE <br />N.R <br />268 <br />83 <br />1B�• (,an PAS <br />224 <br />280. <br />M <br />m <br />4r <br />na <br />Wm <br />on <br />/ <br />ell <br />1 <br />ter <br />m <br />USI <br />im <br />2w <br />2m0 <br />=3 <br />1Ti' (2057 PRESTRESSED <br />RR <br />me <br />me <br />me <br />me <br />me <br />me <br />me <br />1T-0• (20B') PRESTRESSED <br />N.R. <br />194 <br />8< <br />1T�• (MS') PRESTRESSED <br />tr <br />all <br />m <br />me <br />4m <br />w <br />am <br />m <br />a <br />m <br />12fl <br />m <br />the <br />as <br />m <br />1w <br />low <br />tea <br />=n <br />IV-V Mn PRESTRESSED <br />NIL <br />me <br />NR <br />tm <br />me <br />me <br />NR <br />mt <br />1VI• (2329 PRESTRESSED <br />N.R <br />148 <br />62 <br />1V-• (2327 PRESTRESSED <br />mm <br />m <br />am <br />4a <br />447 <br />m <br />a47 <br />not j <br />W <br />747 <br />t2Vmj <br />w <br />4a <br />m <br />WV <br />am <br />tam <br />ITStee <br />214• (2S8'j PRESIi <br />Olt <br />IIl <br />tee <br />7R <br />me <br />me <br />me <br />M <br />���� ) <br />NA. <br />12b <br />�'�' PI✓ <br />to <br />w <br />307 <br />m <br />410 <br />m <br />w <br />tm <br />as <br />w <br />em <br />fill <br />taw <br />m <br />a7 <br />m <br />W <br />m <br />2m <br />am <br />me <br />m <br />4m <br />w <br />5= <br />1m <br />w <br />22'd (254� PRE81RE88® <br />N.R <br />Me <br />MR <br />MR <br />Nt <br />Nl <br />NR <br />Im <br />m1 <br />2Zd (284-) PRESTRESSED <br />N.R. <br />118 <br />40 <br />27d C�49 PREBT D <br />m <br />NR <br />m <br />im <br />j!3& <br />tm <br />m <br />am <br />gn <br />as <br />as <br />m <br />4m <br />m <br />m <br />m <br />ento <br />2Pd On PRESIRENED <br />N.R <br />Nt24Cd <br />Wn PIEAI <br />N.R <br />91 <br />83 <br />24'd ¢B6y PRESI <br />W <br />3m <br />as eI <br />40 <br />w <br />W <br />IN <br />w <br />4r <br />w <br />w <br />/m <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(t) 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 CASTCREIE 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 MINIMUM 4.OF BEARING PAST EACH SIDE OF 1YROM OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.EC.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE* 16-0126.03 <br />�, ---"- 8F16-1T/OM/-------.--- 8F16-i--------tam--m--- _ --- -1T/-- ----- <br />(� % �! <br />r.T <br />8FZ4-1T10NVU5 1,. ,4s <br />y w <br />0' <br />( <br />( 1 <br />3 ( <br />4 <br />x ff <br />g i <br />f <br />s 2 f <br />1 ) <br />( <br />n m} <br />0 <br />to ) c( <br />s'S 0D� <br />4D 4 € <br />1 ) <br />UNO, PROVIDE BBt WHERE - <br />( ROOF TRUSSES BEAR, TOP ) <br />) OF WALL EL 8'-B", UNO. <br />i <br />I <br />4 a. <br />4' % a <br />se <br />018F8- <br />N <br />iT/0M/0B <br />8RF6-1T/OM/OB s Y 1 <br />4 8F16-1T/OM/0B 7 ' 8F28-1T/OWOB <br />$ d <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />L AA #: 0003325 <br />at <br />t <br />k <br />pXs <br />i <br />14 <br />atmDI`i Z LOT: <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PROJECT# <br />04128.002 24181 <br />UODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE 87RNG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />DpRur 04/06 (20 <br />aCAL.E: 1/4"=1"-0" <br />=TWEET <br />s2 <br />