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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 WI (9)1 Od x 1 12" HOG NAILS. <br />SMALL JACKS < V MAY BE NAILED WI (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 10d 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />S. 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 />S. 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 REVIEWAND <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 PBS36, .177" " x 2 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 />I I. 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 />BEAM SCHEDULE <br />MZZZM 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 <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />( c <br />VSIIZH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#6 <br />WA <br />GROUTED SOLID <br />"CAST-CRETEO <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL LOADS <br />8" PRECAST 3 PRESTRESSED <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />6 PRESTRESSED <br />U-UNTELS <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />S'e'FPL <br />LOAD <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />Na4a <br />rims <br />r,a= <br />rro <br />w" <br />rim <br />atones <br />NPE <br />LENGTH <br />IN <br />RCLBI <br />TYPE <br />LENGTH <br />e1Ft7 <br />war <br />0Ma4T <br />IIPI&V <br />art►n <br />WOU <br />r1a7T <br />rear <br />erat•,r <br />rrar <br />lnstt <br />rrar <br />se►1T <br />waif <br />Tor (4n PRECAST <br />2291 <br />sw on PRECAST <br />1025 <br />1024 <br />ISIS <br />TO (42') PRWAST <br />rla <br />m <br />aM <br />48" <br />aw <br />aW <br />7001 <br />tlr <br />wa <br />309 <br />4w <br />alr <br />am <br />"m <br />44' (4n PRECAST <br />1W6 <br />4W (4n PRECAST <br />766 <br />763 <br />1300 <br />we (46) PRi-w <br />+w <br />aw <br />aw <br />•r <br />46 <br />Iw <br />aw <br />111 <br />= <br />aw <br />aw <br />4w <br />wa <br />aw <br />4'4' 014'I PRECAST <br />16aB �� <br />4M' ISO) PRECAST <br />m <br />an <br />10T3 <br />4'4• PC) PRWAST <br />tw <br />aw <br />w7 <br />wo <br />4w <br />4"1 <br />tw <br />iw <br />a1p <br />a:01 <br />aRa <br />4m <br />4"1 <br />aw <br />SW (049 PRECAST <br />1217 <br />(6+-) PREGIBT <br />411 <br />411 <br />746 <br />SR P49 PRECAST <br />Im <br />mo <br />s <br />aw <br />aw <br />4ar <br />tw <br />1T" <br />an <br />no <br />$w <br />3w <br />4BQ <br />6L10• P09 PRECA6'f <br />106a <br />S40• (W) PRIBIANT <br />340 <br />316 <br />616 <br />F4&` (7T) PRECAST <br />w <br />mar <br />air <br />aw <br />41r <br />p <br />1w <br />1 11011 <br />1aw <br />OW <br />M <br />410 <br />S4' (W) PRECAST <br />166 <br />bt6' M PREOW <br />my721 <br />400 <br />So n6') PRAST EC <br />w <br />SM <br />w <br />wr <br />I Im <br />I aw <br />ram <br />I w1 <br />am <br />7tQ' 0I07 PRECAST <br />743 <br />r4• On PRECAST <br />436 <br />534 <br />363 <br />r4" On PRECAST <br />7n <br />"m <br />am <br />7a <br />,w <br />m 1w <br />aw <br />aw <br />aw <br />a4• (1112) PRECAST <br />654 <br />W-C (112') PRECAST <br />32B <br />512 <br />230 <br />a"P (++2") PREOAST <br />w <br />"a <br />, <br />sms <br />1111116d <br />am <br />w <br />w <br />I am <br />I as <br />tra <br />art <br />aw <br />,SS 412n PRECAST <br />475 <br />1S4' (12n PRECAST <br />254 <br />40, <br />1BD <br />10'4• (12n PRECAST <br />w <br />m <br />w <br />t <br />ml <br />w <br />w <br />I Im <br />W2 <br />I= <br />am <br />am <br />11'-0' ran PRECAST <br />SIB <br />,Pr On PRo11ST <br />266 <br />4� <br />tat <br />11'-4' pan PRECAST <br />4A <br />w <br />p <br />,0r <br />,w <br />484 <br />w <br />100.1 <br />tar <br />maw <br />aw <br />VC (1"') PRECAST <br />337 <br />12b' a4n PREGI6T <br />244 <br />402 <br />t3i <br />u4• (t44� PREGIBT <br />4m <br />p <br />w <br />w <br />, <br />,w <br />40 <br />w <br />w <br />1 <br />wa <br />13W (18n PRECJIST <br />1 ' <br />I" Mn PRWABT <br />217 <br />324 <br />110 <br />13'J" (18n PRECAST <br />40 <br />w <br />w <br />70 <br />w <br />, <br />go <br />O <br />40 <br />w <br />tw <br />1w <br />,44p (16n PRECAST <br />279 <br />I'm awn PREMI6T <br />205 <br />203 <br />100 <br />14%W (18n PRECAST <br />w <br />m <br />w <br />w <br />7r <br />w <br />+w <br />w <br />m <br />ram <br />,w <br />14'4' (176') PRIG <br />MA <br />I" (17n PRESTREINED <br />NA <br />264 <br />01 <br />14W (17N) P <br />w <br />w <br />U4 <br />w <br />w <br />w <br />m <br />w <br />w <br />m <br />1m <br />1734 <br />1SJ' (+M9 PREBrREee® <br />MA <br />11" (18n P <br />N.R, <br />250 <br />M <br />low (16n FRI511mpB0 <br />w <br />w <br />au <br />w <br />p <br />w <br />4r <br />w <br />>r <br />n, <br />t• <br />tr.4' (am PREfIREBB® <br />NR <br />1r-C OM PRS,MMO <br />N.R. <br />104 <br />64 <br />174' Gran PREBIRE6BED <br />w <br />ra <br />w <br />w <br />p <br />p <br />Y, <br />AO <br />w <br />m <br />7a71 <br />m <br />14m <br />10'4' (23Y) g6PB'fIr60ED <br />NR <br />+SW Mn PRBI� <br />N.R. <br />,46 <br />52 <br />W- on PIIYIRNBp <br />w <br />w <br />p <br />w <br />w <br />4s <br />44r <br />w <br />w <br />w <br />w <br />aw <br />11ar <br />21Vr prn PIIE61IIL4J1� <br />NA <br />21W Mn PRE <br />NA <br />125 <br />42 <br />2V-C PM P <br />w <br />"I <br />as <br />I <br />w <br />m <br />w <br />40 <br />711 <br />w <br />w <br />w <br />,w <br />Mr (%47 PREFFE66E0 <br />MA <br />Z7P Me) PRESTRUM <br />NA <br />116 <br />40 <br />2" 0MR) FREB7REII16M <br />w <br />,r <br />w <br />m <br />w <br />w <br />w <br />w <br />m <br />w <br />w <br />w <br />w <br />w <br />24W (96n PIIM1� <br />M.R. <br />NV On PRB611 <br />NA <br />91 <br />33 <br />24%V PBS) PRE <br />re <br />p <br />w <br />416 <br />w <br />it <br />w <br />>r <br />w <br />w <br />p <br />p <br />tw <br />1w <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />RESAR <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALL VALM TAM FROMSAFE LOAD TABLES' BY GISTOIIETE MAY ENS EWM-PRMWPRODIA:MBYOMH TO MIMTOR B70CMVALUES STATED ABOVE <br />ALL PRECAST PRODUCTSARETO BE 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CORPORATION-CASTECRETE <br />DIVISION ACCEPTANCE #: 16-0128.03 <br />OImm0�0� <br />voovoom <br />00�00�� <br />o�v000v <br />00000©0 <br />000Q! <br />m®mvoov <br />ooa��Q± <br />o�ovoov <br />omovo�ca- <br />�0000vo <br />©m©DODO <br />0000©�-cn <br />000�7000 <br />oomoo��1 <br />000©oov <br />0000000 <br />000©oov <br />000©000 <br />®D�O�mO <br />00�0�00 <br />C70L�0000 <br />ODOm000 <br />®oo�oo� <br />©©DOBI©©© <br />��Om0�0 <br />00©O©©D <br />000©®DO <br />©0DO©DO <br />®DO©0�© <br />S �-----------m----------- m--------------- m------ m-m-- <br />1 ♦ SF16-ITIOMoUS 1 T/ <br />1 <br />1 ♦♦ I <br />1 <br />Ir ♦♦ I <br />ILL ♦� � <br />1 <br />1 <br />1 <br />♦♦ <br />1 <br />♦♦ <br />1 <br />1 <br />1 <br />♦♦ <br />1 <br />1 <br />, <br />,♦♦ <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />Ir <br />1� <br />1 <br />1 <br />UNO, PROVIDE B81 MERE <br />ROOF TRUSSES BEAR, TOP <br />1 <br />OF WALL EL. 8'-8", LINO. <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />� <br />1 <br />1 <br />4 <br />I <br />j <br />I <br />1 <br />4* <br />� <br />1 <br />� <br />1 <br />� <br />1 <br />1 <br />� <br />8RF14- <br />1 <br />1T/OM/OB <br />1 <br />1 <br />I <br />� <br />1♦ <br />♦♦♦ <br />1 <br />1 <br />1 <br />8F16-1T/OMmB 1 ♦ <br />- - - <br />1 <br />1 <br />T�� <br />1 <br />1 <br />I 1 <br />� 1 <br />I 1 <br />I 1 <br />� 1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />r; <br />LLI <br />1 <br />1 <br />1 <br />1 <br />1 <br />r-----� <br />L -------------- <br />LIFT BEAM PLAN <br />SCALE: 114" = V-O" <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />8F28.1T/0M10B 1 <br />1 <br />------------- <br />1441 N. RONALD REA,iAN BLVD. <br />LONOWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407.774.4078 <br />www.abdealgngroup.mm <br />AA #: 0003325 <br />enm�; <br />avaaiv. 41a IAT: <br />SILVERADO <br />LOT #12 <br />$LK #7 <br />PllOiaCT#4 <br />4 2- 20 1 <br />iLcoaal.: <br />4EBB <br />"1828-CALI" <br />owiew�as s�►nao: <br />RIGHT <br />PAda: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. H <br />Dw.p�' 01/18/19 <br />allaaT <br />s2 <br />