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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 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA WI (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: <br />U 8 P RT18A OR LUGT2 W/ IOd x 1 1/2" 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 />5. 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 />T. 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 20 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 P8S38, .177" " x 2 7/8" LONG, WITH ViASHER Q 18" O.C. <br />10. TRUSS REACTIONS AND UPLIFT'S 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 V-D', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />OESCRIPTMN <br />REMARK <br />1O <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.$ = 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 />(fc <br />VSIIxZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Bel <br />MASONRY <br />3000 <br />axle <br />(1)#5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8x8 <br />(i)#6 <br />N/A <br />GROUTED SOLID <br />"CAST-CRE <br />MO SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL LOADS <br />8" PRECAST & PRESTRESSED <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />`Iaa <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />� <br />SAFE <br />► aB„ <br />SAFE <br />LOAD -POUNDS <br />PER <br />LINEAR <br />FOOT <br />GTHaMsons <br />no <br />Tar <br />same <br />erase <br />W" <br />aPrr <br />a4s <br />TYPE <br />LENGTH <br />RCMM <br />TYPE <br />LENGTH <br />WT <br />nor <br />�T <br />ran <br />94&" <br />arfatr <br />HWIT <br />rrar <br />&Vw <br />ra4t <br />03W <br />error <br />WSW <br />an <br />rn+s <br />ro-+s <br />rase <br />rare <br />Tara <br />va►m <br />2'4' (42") <br />2231 <br />amara"'@wa" <br />aeoe <br />,ea, <br />3�6' (M PRECAST <br />1025 <br />f024 <br />iSW <br />3t6' (4r) PRECAST <br />as <br />ws <br />am <br />ea+ <br />an <br />fin <br />ram <br />as <br />am <br />fill <br />T4a <br />W4 <br />aaa <br />IWO <br />Iw <br />am <br />am <br />a" <br />m <br />fin <br />ratwt <br />�j-PE <br />(46� <br />1966 <br />mm <br />as <br />am <br />am <br />,a/ <br />oar <br />4%V (4" PRECAST <br />m <br />M <br />1300 <br />4W M PRECAST <br />"aa <br />am <br />sm <br />ra <br />Qm <br />one <br />amro <br />ew <br />4ae <br />nfa <br />lea <br />ant <br />ar4 <br />++m <br />an <br />m <br />too <br />ono <br />wl <br />sas <br />as <br />4+T 8t4.1 PRECAST <br />ISS <br />M <br />fie <br />not <br />M <br />4Na <br />ea0 <br />am <br />4%r On PRECAST <br />M2 <br />M <br />iOn <br />rr 0T4.) PRECAST <br />Im <br />1440 <br />oar <br />am <br />4w <br />4"1 <br />on <br />zw <br />4m <br />fin <br />as <br />m <br />am <br />rimer <br />vm <br />as <br />aW <br />are <br />4m <br />4m <br />a" <br />f� (847 PRECAST <br />1217 <br />nt4 <br />an <br />r <br />ae <br />am <br />aw <br />all <br />SW 04') PRECAST <br />411 <br />411 <br />745 <br />Br (84.) PRECAST <br />tee <br />t <br />ama <br />ow <br />na <br />am <br />4m <br />as <br />"m <br />ow <br />feu <br />ten <br />1ma <br />an <br />aW <br />ar <br />71m <br />4m <br />8-17 ('!69 PRECAST <br />10R <br />11a <br />,aa <br />"m <br />all <br />390 <br />am <br />foe <br />!i-1P (15') PIiCCASr <br />21D <br />8!E <br />MS <br />6.10' (757 PRECAST <br />m <br />am <br />3w <br />am <br />MU <br />up <br />aln <br />Ono <br />rym <br />w <br />as <br />f0ea <br />nr <br />mm <br />aw <br />41m <br />rs (in PRECAST <br />aoe <br />tw <br />fir <br />"ea <br />am <br />a1a <br />4w <br />am <br />S,,S. m PRECAST <br />w <br />T21 <br />400 <br />SW M PRECAST <br />w <br />nn <br />ten <br />fin <br />am <br />fiat <br />all <br />aw <br />w <br />,4a <br />,w <br />s <br />aw <br />an <br />ara <br />r4' On PRECAST <br />743 <br />wet <br />Ira <br />a a <br />am <br />an <br />mfi <br />an <br />74 (9D) PRECAST <br />4M <br />694 <br />363 <br />74 (90) PRECAST <br />rn <br />, <br />WZ <br />all <br />trs <br />aw <br />aen <br />an <br />e,W <br />7m <br />e" <br />ta, <br />a <br />sw <br />sD <br />am <br />V•4" ry1a� PRECAST <br />B64 <br />w <br />7,a <br />tw <br />a" <br />am <br />we <br />ma <br />9'-4' (1t2") PRECAST <br />326 <br />$12 <br />23D <br />9'-4' (i1T) PRECAST <br />em <br />fa <br />„ <br />1n <br />210 <br />Ta <br />tan <br />we <br />sea <br />aBa <br />eaa <br />en <br />o <br />tw <br />tw <br />tw <br />au4 <br />aen <br />10'-S' (126� PRECAST <br />476 <br />W <br />w <br />tw <br />s <br />fir <br />ata <br />2W <br />1a4' (12r) PRECAST <br />214 <br />401 <br />140 <br />1" (12C) PRECAST <br />m <br />w <br />fie <br />, <br />afit <br />m <br />tw <br />,m <br />am <br />ma+ <br />m <br />w <br />tIa <br />I <br />+w <br />we <br />faa <br />114' ry3e7 PRECAST <br />362 <br />m <br />w <br />an <br />as <br />an/ <br />fim <br />4Ae <br />11,4' (1347 P1tH116T <br />2N1 <br />462 <br />ta4 <br />tt'4' ry36� PR13fABT <br />4" <br />m <br />m <br />aW <br />,n <br />, <br />m <br />w <br />fw <br />a4o <br />fia <br />aa7 <br />4m <br />4" <br />w <br />WI <br />tw <br />fw. <br />aw <br />12W" (144') PRECAST <br />387 <br />W <br />As <br />"a <br />a" <br />eta <br />m <br />am <br />12W (144') PRECAST <br />244 <br />402 <br />IV <br />I" 044') PRECAST <br />40 <br />40 <br />04 <br />w <br />11 <br />1 <br />1w <br />w <br />m <br />,m <br />,m <br />ma <br />floe <br />am <br />4» <br />an <br />w <br />tm <br />In <br />2m <br />184• (150') PRECAST <br />266 <br />471 <br />M <br />IWa <br />1w <br />,w <br />Zan <br />7w <br />IXW (IWI PRECAST <br />217 <br />924 <br />17O <br />ta4' rySD') PRECAST <br />4" <br />w <br />w <br />rn <br />m <br />, <br />tw <br />4" <br />n <br />1Wa <br />wa <br />,w <br />sn <br />nu <br />d <br />w <br />m <br />Ila <br />N <br />1 <br />tw <br />14W ry55'► PRECAST <br />2'N <br />4" <br />m <br />/m <br />sw <br />am <br />mo <br />ir4T (166) PRECAST <br />206 <br />263 <br />100 <br />141P ry,>n PRECAST <br />m <br />w <br />m <br />ra <br />m <br />tea <br />eta <br />en <br />aw <br />ale <br />4" <br />4n <br />fir <br />f <br />1 <br />tar <br />14V' (176') P <br />NA <br />AIR <br />to <br />lot <br />tal <br />M <br />M <br />laI <br />iN` (17� PRE3T <br />Nit <br />2N <br />W <br />1r4r ry7e'► PI[#RBTtdw <br />w <br />w <br />m <br />w <br />m <br />w <br />en <br />w <br />w <br />1 <br />w <br />Hfi <br />Im <br />m <br />m <br />,w <br />t! <br />>w <br />aalr <br />ma <br />18-4' ry5e) PRE6115aB® <br />NA <br />1R <br />M <br />qR <br />M <br />A <br />IR <br />low (Im PNWM7 <br />NA <br />211 <br />Bw <br />m <br />w <br />w <br />40 <br />w <br />w <br />wWI <br />la <br />fit <br />oat <br />as <br />am <br />as <br />174' Cme'1 PRESTO <br />NA <br />NI <br />lal <br />Ya <br />Nt <br />Mw <br />iN' (JOC) ME61T <br />N.0. <br />7W <br />64 <br />174' (206') PRE1'IR� <br />w <br />w <br />m <br />4m <br />m <br />w <br />To <br />w <br />t <br />71e <br />tam <br />m <br />w <br />w <br />ea"m <br />tw <br />sel <br />G32'1 PRE67REBSED <br />NA <br />0 <br />IN') <br />l9w 0m P <br />N.R. <br />146 <br />62 <br />1" OY!IN <br />PREBT�D <br />to <br />w <br />4r <br />m <br />Mf <br />� <br />im <br />m <br />rr <br />tow <br />tm <br />tw <br />the <br />214• (!ds') PRE6IRBOBHI <br />NA <br />�4ww4nw <br />) PI�TIIESWI <br />NA <br />126w <br />m <br />an <br />w <br />am <br />w <br />w <br />w <br />m <br />w <br />Hw <br />en <br />tm <br />22'41` om pmaTr m <br />NA <br />lot <br />M <br />et <br />M <br />a <br />M <br />letww <br />�"� On PRESTO <br />NA <br />11S <br />40 <br />a2'-O C '1 PRES'llw6® <br />ma <br />m <br />w <br />w <br />Wm <br />IN <br />too <br />ymall <br />w <br />1" <br />m <br />Ire <br />w <br />m <br />w <br />3420 <br />w <br />4e <br />w <br />m <br />m <br />24W Mn PRE <br />NA <br />it <br />� <br />IR <br />w <br />IR <br />2P0' (� PRESTRESS® <br />NA <br />91 <br />33 <br />24'4r On PRE <br />I" <br />m <br />w <br />M <br />m <br />m <br />w <br />l <br />m <br />w <br />m <br />m <br />"m <br />an <br />(#) 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 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR <br />-ALLVAUIEB TAKEN PROM •SAFE LOAD TABLES' BY CASTCRETE WY 201E EDR10N -PRECAST PRODUCTS BY O7 M701IMOREXCEED VALUES STAIMASCVE <br />ALL PRECAST PROOUCTSARE TO BE WTALLED PER WMFACTIIREB BPSCFICIITION6-PRWICSMNS COFSEAIVn PASTEACN 8WOFW0SIOW0PB1IS <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />DIVISION ACCEPTANCE M 18-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = i'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7744078 <br />FAX: 401-774-4078 <br />ww .abdesoVmup.tlom <br />AA #: 0003325 <br />enm� <br />POOR Ue LOT. <br />SILVERADO <br />LOT #9 <br />BLK. #12 <br />P1tOJmOT <br />04128.00 -09121 <br />xonmu <br />4EHB <br />112605— HAYDEN" <br />GARARia OWDgCk <br />RIGHT <br />jp"w . <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%150 MPH EXP. B <br />DawT A11/15/18 <br />BCAXM 1/4"=1'-0" <br />8313m" <br />s2 <br />