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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" HOG NAILS. <br />SMALL JACKS < V MAY BE NAILED VI (10)dx 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 RT18A OR LUGT2 W/ 10d x 1 1/7' 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 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 (41. <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""x2 7/8" LONG, WITH WASHER Q 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 />SIZE S <br />DESCRIPTION <br />REMARK <br />1Q <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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />SIZE'H <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)#5 <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 />& PRESTRESSED <br />U-LINTELS <br />N <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />4_+_ <br />SAFPLFOAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />Nk <br />enm <br />stave <br />s"ae <br />eFps <br />4Pa40B <br />eFsaas <br />aaaaa <br />LENGTH TYPE <br />Bt18 <br />BF8 <br />RCMU <br />TYPE <br />LENGTH <br />fi1T <br />N"ar <br />s124T <br />stag <br />WWIT <br />I soar <br />VWT <br />mpar <br />mart <br />sawn <br />ePs,T <br />Vwv <br />012-IT <br />saa <br />r$ (42') PRECAST <br />2211 <br />r$ Nz') PRECAST <br />t025 <br />1024 <br />tw9 <br />TO N21 PRECAST <br />Im <br />aee <br />eve <br />4w <br />meia <br />7m <br />,m <br />me <br />eve <br />4394 <br />4m <br />eta <br />loot <br />40' (48' PRECAST <br />1980 <br />4'-0' (401 PRECAST <br />705 <br />789 <br />1308 <br />4'O' (4e") PRECAST <br />tm <br />nm <br />m <br />eeo <br />wo <br />m <br />son <br />tm <br />ap <br />am <br />ma <br />4m <br />Bap <br />eon <br />4'$ (649 PRECAST <br />1899 <br />4'$ (81� PRECAST <br />502 <br />591 <br />1073 <br />W4r (541 PRECAST <br />MY <br />2 W <br />VV <br />em <br />4m <br />4nt <br />UM <br />1207 <br />em <br />eTa <br />4m <br />400 <br />4711 <br />em <br />S4' (847 PRECAST <br />1217 <br />SJ' (64') PRECAST <br />411 <br />411 <br />745 <br />Ste' (44`) PRECAST <br />tote <br />to <br />em <br />ape <br />em <br />31M <br />4m <br />1014 <br />1ne <br />ale <br />em <br />NO <br />apt <br />46a <br />S-Ur l'ro") PRECAST <br />1082 <br />S-t0' CM') PRECJIBT <br />340 <br />330 <br />S1S <br />5-10' (70') PRECAST <br />we <br />, <br />MIl <br />ata <br />eep <br />4w <br />m <br />M, <br />M0 <br />ap <br />M <br />3W <br />410 <br />r$ p59 PRECAST <br />9oe <br />e$ cM J PRECUAST <br />Q07 <br />721 <br />4911 <br />I$ (M� PRECAST <br />m <br />ES <br />ap, <br />m <br />1407 <br />Im <br />2m <br />alp <br />aM <br />ant <br />T$ On PRECAST <br />743 <br />r-r On PRECAST <br />424 <br />534 <br />383 <br />T$ on PRIKAST <br />� <br />as <br />aae <br />Ta <br />,Bat <br />1w <br />NO <br />9m <br />tea <br />am <br />9'�4' (112') PRECAST <br />W4' (112� PRECAST <br />320 <br />512 <br />230 <br />9W (112') PRECAST <br />en <br />m <br />11 <br />074 <br />tN <br />21a <br />El <br />w <br />m <br />ma <br />tm <br />1m <br />am <br />2m <br />f0$ (128') PRECAST <br />4" <br />10'$ (129•) PRECAST <br />254 <br />491 <br />100 <br />110'$ (128•) PRECAST <br />qe <br />Qe <br />eN <br />, <br />141.11 <br />ptt <br />m <br />ab <br />,tp <br />14n <br />IM <br />asp <br />2m <br />„L• (138) PRECAST <br />x2 <br />W-C (/38) PRECAST <br />230 <br />452 <br />154 <br />Il-C (138� PRECAST <br />n4 <br />w <br />m <br />taa <br />1a <br />171 <br />494 <br />m <br />tan <br />tm <br />tm <br />xta <br />1r47 (144I PRECAST <br />997 <br />tr0' (141'7 PRECAST <br />244 <br />402 <br />IV <br />IX-W (I"') PRECAST <br />470 <br />400 <br />Tat <br />m <br />, <br />tm <br />4n <br />m <br />m <br />,m <br />, <br />o, <br />em <br />13W (1So) PRECAST <br />298 <br />IS-C (180') PRECAST <br />217 <br />324 <br />110 <br />1" (100') PRECAST <br />4t4 <br />m <br />w <br />706 <br />w4 <br />, <br />+ap <br />m <br />400 <br />7p <br />III <br />H <br />/m <br />ICO (188) PRECAST <br />zM <br />14'47 (IOn PRECAST <br />205 <br />293 <br />100 <br />14'$ (ISr PRECAST <br />m <br />m <br />m <br />7M <br />m <br />t <br />tm <br />N0 <br />4a <br />n7 <br />tm <br />t <br />,ea <br />14'-8' OM PRESTgfi88W <br />N.R. <br />14ti8' (178� PRE <br />N.R <br />�4 <br />91 <br />14'$ (175� PRE/TRF$8® <br />ti <br />m <br />w <br />m <br />m <br />m <br />m <br />m <br />t <br />m <br />151 <br />tot <br />77a4 <br />W-C (184') PRESTRESSED <br />NR <br />iS�' (iB4� PRlSTRE98ED <br />NR <br />259 <br />03 <br />1ST' (1841 PRBi11E68® <br />at <br />m <br />eta <br />m <br />m <br />m <br />ea <br />m <br />tp <br />, <br />Nt In <br />M4, <br />,m <br />IrW (2M PRESTRESSED <br />NAL <br />tia' pm PRE <br />NA <br />194 <br />64 <br />ir-C On PREVRE88ED <br />,a <br />1a <br />m <br />m <br />40 <br />m <br />en <br />740 <br />m <br />M <br />ta7 <br />m <br />14n <br />19'i' Cam') PRE <br />N.R .. <br />Ir e' (En PRW'IRE = <br />NR <br />148 <br />62 <br />IV PM PRES' <br />,a <br />1p <br />m <br />m <br />m <br />4a <br />4W <br />m <br />w <br />pt <br />ea <br />a7 <br />lzu <br />OEM <br />21'4" (268� PRESTRESSED <br />N.R. <br />21'-C Mn PRESTRESSED <br />NR <br />125 <br />42 <br />21'J• PlIn9 PRE <br />to <br />m <br />m <br />m <br />ea <br />m <br />m <br />m <br />480 <br />nt <br />m <br />m <br />m <br />loW <br />2r$ W-) PIESf�BED <br />N.it <br />2r47 (ffi4l PRESTRESSED <br />N.R. <br />116 <br />40 <br />2r4P (204') PRESI <br />to <br />,a <br />,a <br />m <br />m <br />m <br />m <br />eta <br />m <br />m <br />m <br />m <br />m <br />m <br />24'41' Mn PRESIR�BED <br />NA <br />..; Mn PREST ESSED <br />N.R. <br />91 <br />33 <br />2V.W Mn PRESTRESS® <br />124 <br />179 <br />as <br />10T <br />m <br />m <br />4w <br />4N <br />. <br />m <br />m <br />m <br />m <br />ri <br />m <br />m <br />w <br />w <br />tm <br />tat <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 TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR D(CEFD VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAMRES SPECIFICATIONS - PROVIDE MINIMM 4 OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE* 1M126.03 <br />Om000�:7 <br />000000m <br />oo�o®o <br />0m�0�00 <br />mo��om� <br />moo�s���! <br />��00000 <br />moo�+��Q! <br />mmomoom <br />0m�amo <br />mm©0®C�I�Cu�°1 <br />0�m0�00 <br />00000 <br />ooms>-�a000 <br />ommo��!�r <br />000©omo <br />oomomst�ao <br />O�m�mO <br />©0�0000 <br />DOmOm®0 <br />D�0mOm0 <br />®�Om�Om <br />�0�0�00 <br />©O©DODO <br />00�0�0 <br />�000�00 <br />O��OmOm <br />�0��000 <br />"8F18-lT/0M/0B "- • w 8F16-1T/OM/OB -- 8Fi6-1T/0M/0B <br />I <br />IT <br />.H RF24-lT/lM/0R4 R. .x " .e <br />fi7 <br />,F <br />1 4� <br />UNO PROVIDE BB1 <br />WHERE ROOF TRUSSES mB <br />r, in a BEAR. TOP OF WALL Q <br />:� <br />- <br />r <br />a <br />$Q z <br />Ig € <br />(Q 1 <br />Ea <br />N 4 <br />_� z a <br />Im 1 el <br />Q) <br />` LLI <br />R <br />� £ g <br />s s <br />s <br />( 1 <br />1 8F8-tT/0M/0B <br />a <br />s GT 1 <br />t <br />1 SMS-ITAAUOB 3 <br />8F28-lT/1M/0B <br />.LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />i"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744018 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />anon, <br />eunDiv. de LeTil <br />SILVERADO <br />LOT #5 <br />BLK #7 <br />PROJECT# <br />04128.002-05071 <br />MODELa <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE OrIMG: <br />LEFT <br />PACE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP. <br />