Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 1 12" HDG NAILS. <br />SMALL JACKS a 9' MAY BE NAILED VW (10)d x 1 12" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA WI (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 10d x 1 12" HOG 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 />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />8. 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 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 PBS38, .177" " x 2 7l8" LONG, WITH WASHER Q 18" 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 r-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />ERRRM 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 />( D <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x8 <br />(1)15 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST 8 PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />8. PRESTRESSED <br />U-UNTELS <br />A <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />/IN <br />S'�� <br />D <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />41sa <br />sun <br />Woo <br />was <br />N'M1 <br />Wan <br />Nola <br />TYPE <br />LENGTH <br />Sll6 <br />RCAR) <br />TYPE <br />LENGTH <br />1114T <br />Wear <br />WHIT <br />won <br />1Fr1T <br />rn1T <br />hart <br />Na11 <br />62VIT <br />N71m <br />Nat? <br />1Fa1T <br />Wan <br />www <br />&JS <br />M/1 <br />Wets <br />rwle <br />Rents <br />r1w" <br />mme <br />rats <br />7r (KC) PRE 'G$T <br />2381 <br />sla <br />em <br />ew <br />IM <br />10s4 <br />!a <br />feat <br />�r (� PRECAST <br />18ib <br />tm'1 <br />iBYB <br />Yr (4L� PM�CMT <br />1m <br />UK <br />aN <br />4w <br />MM <br />11n <br />mt <br />3w <br />4w <br />s1111 <br />TN7 <br />W4 <br />10M <br />itw <br />tw <br />Yw <br />Bat <br />Oat <br />Ya <br />m <br />1a1 <br />40 (m') PRECAST <br />79IS <br />♦r (IB') PRECAST <br />7S6 <br />70S <br />1709 <br />4b' N87 PRICABT <br />WO <br />ale <br />4w <br />Na <br />7w <br />own <br />um <br />ttm <br />awe <br />all <br />as <br />3w <br />4w <br />sm <br />lm <br />4d. )S47 PRECAST <br />lIm <br />1w <br />as <br />as <br />4m <br />Ma <br />ew <br />ItA' PRCf <br />0� <br />d91 <br />107D <br />46' PRECAST <br />ar <br />as <br />aw <br />as <br />4w <br />41'" <br />as <br />sia <br />4m <br />11a <br />MR <br />1171 <br />1mt <br />III <br />Vr <br />no <br />m7 <br />77111 <br />4m <br />4H1 <br />aA <br />rr ro4i PlvoAsr <br />i217 <br />tw <br />to <br />Iw <br />aW <br />sia <br />ala <br />4m <br />rr la'► PRECAST <br />N7 <br />4N <br />74a <br />rr @4') Palma <br />In <br />I <br />Nw <br />as <br />m• <br />um <br />4m <br />Im <br />■w <br />as <br />7w50. <br />Im <br />Ing <br />m1 <br />as <br />sill <br />am <br />4m <br />r-1r (70•) PRECAST <br />100Z <br />11a <br />Hill <br />Im <br />Na <br />" <br />as <br />Ma <br />S'-1r (M PRL•f'/IST <br />D40 <br />D89 <br />B/9 <br />r-1r (M PRECAST <br />w <br />71p <br />M. <br />41a <br />14BI <br />a1a <br />4w <br />n <br />as <br />m <br />1w <br />w11 <br />I w1 <br />I siW <br />am <br />4131k <br />rr 1789 PRECAST <br />OMlal <br />Im <br />sin <br />sm <br />m <br />on7 <br />4m <br />ml <br />rr (W) PRECAST <br />007 <br />721 <br />4w <br />rr (7r) PRECAST <br />m <br />, <br />al, <br />sin <br />Ma <br />M <br />M <br />s1a <br />w <br />ur <br />Im <br />as <br />as <br />wt <br />ra <br />rr Wr) PREC/IBT <br />7N <br />tw <br />'M1S" Mn PRECAST <br />424 <br />574 <br />DSD <br />rr l009 PRE'!'i1Ef <br />IMt <br />tm <br />Bllt <br />lla <br />aM <br />Now <br />710 <br />11N <br />Iw <br />>m <br />Na <br />711D <br />wl <br />rr hM7 PREVIST <br />B4 <br />w <br />Illl <br />tm <br />m <br />Ma <br />as <br />as <br />INC (1127 PRECAST <br />325 <br />512 <br />nO <br />rr (112� PRC4IAST <br />m <br />w <br />, <br />1 <br />m <br />m <br />tw <br />ua <br />w1 <br />sw <br />m <br />m <br />tits <br />w <br />+w <br />w/ <br />ten <br />trr pse) PRECAST <br />4►I <br />m <br />m <br />teN <br />as <br />m7 <br />M1M <br />wl <br />tar (12r) PRECAST <br />2M <br />4ot <br />teo <br />tar (125) FRELaET <br />m <br />m <br />w <br />1 <br />all <br />m <br />+or <br />Iw <br />tw <br />sm <br />m <br />m <br />Im <br />W2 <br />IM <br />as <br />as <br />17'i' (iDr) PRECMT <br />862 <br />m <br />m <br />IM <br />Im <br />as <br />am <br />4001 <br />11'i• (7Dr) PRECAST <br />7I0 <br />4� <br />164 <br />11'r (IDS') PRECAST <br />4n <br />w <br />m <br />Ilr <br />1si <br />,m <br />w <br />m <br />ua <br />Im <br />Na <br />sir <br />4m <br />4" <br />w <br />I= <br />/w <br />Isis" <br />aw <br />t7r. (t447 PREOAST <br />DD7 <br />m <br />m <br />iw <br />Iw <br />M <br />7m <br />im <br />I" (144n PRBOMT <br />244 <br />402 <br />137 1 <br />17.7 (IN) PREGBT <br />471 <br />4a <br />m <br />m <br />II <br />1 <br />Im <br />w <br />m <br />+w <br />IRA <br />171s <br />go <br />as <br />4" <br />m <br />w <br />an <br />1 <br />Isla. <br />m <br />t7r pow) FRECAST <br />MR,wt <br />wl <br />is <br />na <br />Ma <br />11a <br />aU <br />aD <br />I" (ion PRECAST <br />217 <br />921 <br />110 <br />l7r Mn PRECAST <br />418 <br />a/ <br />w <br />m <br />m <br />1 <br />to <br />m <br />tw <br />us <br />I= <br />as <br />1m <br />a <br />410 <br />m <br />Ha <br />1n <br />look. <br />Iw <br />u-0" Mn PRECAST <br />279 <br />4N <br />m <br />n11 <br />tm <br />W>cm <br />14%V (ISS'► PRECAST <br />2110 <br />20.T <br />100 <br />1*-0' (ion PRE AW <br />w <br />m <br />m <br />to <br />m <br />tw <br />4a <br />m <br />Iw <br />tm <br />tlr <br />tm <br />an <br />{u <br />416 <br />147 <br />,Oa <br />I <br />I <br />Iw <br />trr (17r) I <br />NR <br />m <br />wm <br />Ill <br />wM <br />wm <br />1418 (176') P <br />NA <br />2M <br />M <br />14 A' (17S) P <br />m <br />m <br />w <br />m <br />m <br />m <br />m <br />m <br />1 <br />m <br />,N <br />11s1 <br />Im <br />m <br />m <br />Im <br />mMN <br />an <br />atl <br />Irr (ion PRIBiR <br />NA <br />m71L <br />low (ion PRBTit� <br />NA <br />2I0 <br />S8 <br />Irr (1S4•) PREBIR <br />w <br />m <br />ell <br />IN <br />4mw <br />m <br />w <br />m <br />sit <br />1 <br />tell <br />4a <br />Flo <br />1Ta1 <br />» <br />zoo <br />as <br />Irr R�9 PREiIREBB® <br />NA <br />m <br />m <br />m <br />m <br />m <br />Ir4• ( ) PRe81 <br />NA <br />194 <br />d< <br />Irr lm9"1 PRESTRESS® <br />m <br />m <br />w <br />w <br />4a <br />m <br />To <br />m <br />I <br />m <br />un <br />m <br />14m <br />w <br />as <br />m <br />w <br />tm <br />»W <br />an <br />Irr om PRYIRESSE9 <br />NA <br />M <br />m <br />MR <br />Ia <br />m <br />III <br />1M <br />W4• mn P�TPiB� <br />NA <br />148 <br />02 <br />Irr MnPlOnVOW <br />to <br />w <br />m <br />m <br />m <br />m W <br />w <br />m <br />w <br />1141 <br />w <br />1 <br />ww <br />1aN <br />4110 <br />m <br />Im <br />1: <br />au <br />lia <br />21W Mn � <br />NR <br />m <br />m <br />w <br />m <br />m <br />21s• pB:"1 PIE811� <br />NA <br />125440221%4' <br />G+•d:1 <br />t47 <br />w <br />w <br />m <br />40 <br />m <br />m <br />m <br />w <br />m <br />m <br />1114 <br />1w <br />UN <br />2rr 050) P <br />/a <br />w <br />1a <br />m <br />1a <br />w <br />m <br />w <br />w <br />w <br />m <br />m <br />m <br />m <br />m <br />w <br />m <br />m <br />toa <br />m <br />m <br />27r �� PAwI <br />MA <br />lAl <br />m <br />MI <br />WR <br />22�0' Rd•") PO <br />N.R. <br />w <br />w <br />m <br />m <br />tea <br />tw <br />tw <br />i4'-0` Pe19 Ply <br />NR <br />Ill <br />RA <br />m <br />m <br />24%7 C9 Pik <br />N.R. <br />2rr Wn PRi61RM9ED <br />IN <br />t11 <br />to <br />m <br />w <br />si1 <br />m <br />w <br />4u <br />m <br />m <br />7r <br />w <br />m <br />m <br />m <br />m <br />w <br />m <br />toa <br />im <br />(e)THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALLVALUESTN®i FROM WA LOAD TAIUW BY CASTCREM MAY X" EDITION • FINMW PRODUCTS BY CIMM TO MEETOR EXCEED VALU9 STATIDASONE <br />-ALL PRECAST PRODUOU ARE TOI S IN STAVED PER WIMJFAC4UIHS SPECIFICATIONS • PROVIDE MMMNM4.OF K41" PAST EACH WE OF WIDOW OPENMG <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATION-CASTECRETE <br />DIVISION ACCEPTANCE M: 18-0126.03 <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 />1 <br />1 <br />1 <br />1 <br />1 <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 />1 <br />1 <br />1 <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 />r------i <br />I I <br />L — — — — — J <br />8RF14- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-W <br />LINO, PROVIDE BBt WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-r, UNO. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FLS2780 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdeswwoup.d <br />AA N; 0003328 Jj <br />8111111 <br />�ennn <br />ow <br />auvwxv as r oar <br />SILVERADO <br />LOT #50 <br />BLK" #6 <br />PIW"wT1p <br />0412 . 2-5006 <br />UoDllr <br />4EBB <br />"1828—CALI" <br />GA <br />ItAGtI s1rING: <br />LEFT <br />PAGM- <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />DA 1/17/19 <br />aCAIM. 1/4"=1'-0" <br />sifE T <br />s2 <br />