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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 1Od x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (1 O)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od x 1 112" 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 />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 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 P8936, .177" ° x 2 718" 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 9-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />REMARK <br />DESCRIPTION <br />(D <br />1 (2) 2X8 <br />BEAM SCHEDULE <br />ZZOM 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 />(PSI) <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />8131 <br />MASONRY <br />3000 <br />8x8 <br />(1)#6 <br />N/A <br />GROUTEDSOLID <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 />LDADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />�}IfP•GMR <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />0FGMPa <br />S't'FPLFOAD <br />r'o^ <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />atus <br />ePsae <br />+ <br />eitsae <br />Mr W <br />MW. <br />sands <br />TYPE <br />LENGTH <br />BIXi <br />BFB <br />RCMU <br />TYPE <br />LENGTH <br />eea+r <br />awn <br />BMa1T <br />sm-xT <br />a IT <br />wiw <br />MWIT <br />ar2w <br />eva-tT <br />enu7 <br />WHIT <br />ww4T <br />e1>sz.IT <br />waa <br />3.4r (4T) PRECAST <br />2231 <br />T-6- (42-) PRECAST <br />1026 <br />1024 <br />15M <br />T-8' (42-) PRECAST <br />lees <br />Zees <br />304 <br />4304 <br />sm <br />0132 <br />n01 <br />1EM <br />2955 <br />=4 <br />4304 <br />SMa <br />0132 <br />7001 <br />4'-W (48•) PRECAST <br />1986 <br />4'-V (461 PRECAST <br />786 <br />783 <br />INS <br />W-W (48') PRECAST <br />lava <br />2306 <br />am <br />381E <br />4an <br />sm <br />eon <br />130 <br />23m <br />D0e0 <br />Mte <br />46M <br />mM <br />e07a <br />4'dT' (64") PRECAST <br />iSgp <br />4'4T• (60-) PRECAST <br />692 <br />Sol <br />1073 <br />4'-0' (64-) PRECAST <br />1207 <br />MIO <br />T707 <br />a3n <br />40m <br />mi <br />63W <br />1207 <br />am <br />27137 <br />3376 <br />4oa <br />4711 <br />63n <br />64' (64� PRECAST <br />1217 <br />6'4' (81') PRECAST <br />417 <br />411 <br />745 <br />514' (84') PRECAST <br />10te <br />17, <br />2270 . <br />206 <br />MM <br />3901 <br />4822+010 <br />1718 <br />nN <br />gem <br />3M0 <br />=I <br />4522 <br />6'-10' (707 PRECAST <br />1082 <br />5.10' M PRECAST <br />340 <br />939 <br />818 <br />8-10• (70") PRECAST <br />Bm <br />,M7 <br />7a00 <br />a,m <br />3m0 <br />4133 w <br />1ee7 <br />290 <br />mM <br />at67 <br />3e2D <br />N33 <br />S`4r (78') PRECAST <br />906 <br />W4r (7a•) PRECAST <br />507 <br />721 <br />490 <br />tldr (769 PRECAST <br />Mm <br />1011mo <br />Mlk <br />2M9 <br />326, <br />V1 <br />m <br />1407 <br />1 tees <br />2W <br />2700 <br />3Mt <br />3712 <br />T-0• (BO') PRECAST <br />743 <br />T-8' (90") PRECAST <br />424 <br />634 <br />363 <br />T4P (90') PRECAST <br />- <br />t <br />t <br />2ma <br />2e27 <br />82m <br />727 <br />i2M <br />104 <br />2W <br />211E <br />21V <br />322E <br />9.4' (112') PRECAST <br />664 <br />W-C (t12D PRECAST <br />326 <br />512 <br />230 <br />W4' (112') PRECAST <br />M1 <br />MD <br />1t <br />1474 <br />,et <br />2167 <br />2mo <br />bat <br />eel <br />111$ <br />1W <br />Im <br />2214 <br />2e10 <br />1tl4r (125') PRECAST <br />476 <br />7tl4C (128� PRECAST <br />284 <br />401 <br />1B0 <br />1tl4P (128D PRECAST <br />m0 <br />5111.4W. <br />17M <br />lot <br />1 <br />2DII <br />mD <br />aM <br />MO <br />147: <br />,7M <br />20M <br />23M <br />11'4• (138-) PRECAST <br />�.7 <br />114' (19B') PRECAST <br />280 <br />452 <br />164 <br />11'4' (138') PRECAST <br />474 <br />M4 <br />am <br />1037 <br />127 <br />tat <br />Im <br />404 <br />$07 <br />1042h,7fn <br />1018 <br />iN6w <br />xtp <br />12'-0' (tub PRECAST <br />1-10 (144') PRECAST <br />244 <br />402 <br />137 <br />IZO (144') PRECAST <br />4n <br />4M <br />721 <br />H6 <br />" <br />1 <br />I. <br />470 <br />m <br />940m <br />1302 <br />INOw <br />1e18♦1 <br />2075 <br />13'4' (IW) PRECAST <br />2B6 <br />13'4• (180") PRECAST <br />217 <br />324 <br />170 <br />13'4• (180') PRECAST <br />416 <br />3M <br />Em <br />M6 <br />ee4 <br />11 <br />132 3 <br />4M <br />4MdU�g <br />110 <br />/4 <br />1 <br />IM <br />14'-W (168') PRECAST <br />278 <br />IW-V (1W) PRECAST <br />206 <br />293 <br />101) <br />14'-0' (186-) PRECAST <br />M4 <br />M6 <br />7a1 <br />Ma <br />, <br />,220 <br />410 <br />426 <br />Im <br />1 <br />1 <br />IW <br />14'4' (176� PRESTRESSED <br />N.R. <br />14'41' (178� PRE971iE98ED <br />N.R. <br />254 <br />91 <br />14'$ (178D PRESTRESSED <br />m0 <br />20 <br />3M <br />3M <br />e72 <br />610 <br />W. <br />i <br />07e <br />161 <br />t,at <br />173E <br />184- (184') PRESTRESSED <br />NA <br />I&W (184-) PRESTRESSED <br />N.R. <br />259 <br />33 <br />154• (184-) PRESTRESSED <br />m <br />230 <br />313 <br />sm <br />ea7 <br />ON <br />IN <br />1 <br />at <br />, <br />1054 <br />IBM <br />1T4' (20S') PRES7TtE83W <br />N.R <br />17'4' RW) PRESTRESSED <br />N.R <br />194 <br />64 <br />iT4• (2081 PRESTRESSED <br />I" <br />IO2 <br />2m <br />300194' <br />Mi <br />eM <br />7M <br />en <br />(232-) PRESTRESSED <br />N.R <br />19'4' (23Y) PRE8TREBSED <br />N.R <br />148 <br />62 <br />19'4' (23Y) PRESTRESSED <br />M <br />1M <br />220n <br />m <br />m <br />467 <br />M3 <br />647 <br />e41 <br />en <br />, <br />147 <br />,a/ <br />21'4' (268') PRESTRE88E0 <br />N.R <br />21'4' Mn PRESTRESSED <br />N.R <br />126 <br />42 <br />21'4- (�') PRESTRESSED <br />14z <br />to <br />307 <br />30 <br />4e0 <br />on <br />em <br />142 <br />t37 <br />27! <br />107 <br />V3 <br />m <br />eM <br />a76 <br />721 <br />4M <br />me <br />so <br />"a <br />m <br />22'-0' (264) PRESTRESSED <br />N.R <br />22'A' (284� PRESTRESSED <br />N.R. <br />118 <br />40 <br />27-0' (284� PRESTRESSED <br />t37 <br />123 <br />3m <br />513 <br />em <br />4em <br />m <br />m <br />24'-" (2e8') PRESTRESSED <br />NA <br />P4'-0' (2W) PRESTRESSED <br />N.R. <br />91 <br />33 <br />24'-0' (2881 PRESTRESSED <br />121 <br />20: <br />» <br />4M <br />767 <br />6M <br />12a <br />2m <br />4 <br />M4 <br />W <br />I= <br />1222 <br />(ft) 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 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 WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. 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RONALD REACAN BLVD. <br />LONGWOOD, FL 32760 <br />PM: 407.774.8078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA #: 0003326 <br />I04 <br />0 <br />N <br />O <br />81JHDIV de LIT: <br />SILVERADO <br />LOT #5 <br />BLK. #12 <br />PROJECTay3 <br />04128, 001-05121 <br />MODELS <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />F-PRZNT <br />Dw 8/16/18 <br />SFIEET <br />s� <br />