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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: LISP HTA16 VW(9)1D0 x 1 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 12" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR Li M 10d x 1 12" HDG NAILS, FILLALL 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 N 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 (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 P8S36, .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 />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. 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/>o-W6�66N <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />4-14- m <br />SAPLF <br />D <br />0-4-- <br />SAFE <br />LOAD •POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />"S' <br />MIN <br />rF" <br />VMS <br />"a <br />r" <br />v" <br />Ion <br />OMW <br />IM-Ia <br />r" <br />� <br />N <br />H160 <br />TYPE <br />LENGTH <br />an <br />an <br />RCMD <br />TYPE <br />LENGTH <br />+tiff <br />mi <br />I,btt <br />I1aaf <br />Iw.tt <br />4Pnar <br />1Abtt <br />/soar <br />004tt <br />ji—m <br />IS IT <br />wi <br />!Ytt <br />r61ar <br />6,+„ (IY� PRECAST <br />2221 <br />IM <br />a7N <br />1RS <br />IIW <br />WM <br />o1oZ <br />t01M <br />rr (427 PRECAST <br />1026 <br />1021 <br />16m <br />64' (42� PRECAST <br />Iw <br />me <br />m <br />4m <br />Yp <br />Mp <br />ION <br />MIN <br />4= <br />Mp <br />IIw <br />m4 <br />7Sw <br />tun <br />rta <br />am <br />tm <br />4m <br />alp <br />am <br />WW1 <br />rr (48') PRECAST <br />19M <br />MM <br />ape <br />4w <br />ISM <br />am <br />rr (4r) PRECAST <br />Im <br />7m <br />1m9 <br />4'r (46'1 PRECUT <br />wM <br />ma <br />m <br />US <br />400 <br />tm <br />am <br />sr <br />4M <br />Mn <br />7m <br />1aM <br />t4W4 <br />Irta <br />np <br />pea <br />ISaO <br />Tan <br />4m <br />m1 <br />am <br />rr (m PRECAST <br />ISm <br />m <br />Mn <br />m1 <br />11 <br />4m <br />MW <br />I M <br />rr On PRECMT <br />02 <br />691 <br />1073 <br />4L6' 041 PRECAST <br />INS <br />am <br />RW <br />>m <br />4w <br />4nt <br />as <br />2w <br />4m <br />*Iw <br />Rion <br />pr <br />11LI <br />ISO <br />tw <br />aw <br />2W <br />= <br />400 <br />ON <br />am <br />64' (d/') PRECAST <br />1217 <br />nw <br />/m <br />nW <br />m# <br />am <br />s <br />a4e <br />8V• (84') PRECAST <br />411 <br />N1 <br />716 <br />64' (on pmaw <br />" <br />, <br />2m <br />= <br />r/ <br />all <br />4m <br />fIN <br />ma <br />em <br />7m <br />nw <br />t rmis <br />pr <br />fW <br />ml <br />am <br />V-1C (►D•1 PRECAST <br />1m2 <br />1115 <br />HA <br />sm <br />by <br />7w <br />sm <br />0N0 <br />9-t0• (10•) PRECAST <br />8p <br />�S <br />$18 <br />Si iJ0') MECAST <br />w <br />WAS <br />SIO <br />7w <br />NM <br />1r/ <br />1r <br />Ore <br />w <br />Im <br />aW <br />m <br />0,07 <br />Ipe <br />41M <br />rr i PRECAST <br />oy <br />w1 <br />M <br />aw <br />1M <br />al/ <br />4m <br />srl <br />6r I►6'1 M <br />eD7 <br />721 <br />4m <br />6r Mt6•► 1M�f/18T <br />w <br />sm <br />an <br />r/ <br />am <br />aw <br />pM <br />11 <br />m <br />tar <br />1w <br />pr <br />am <br />1 am <br />a7n <br />TM, on PMCABT <br />748 <br />1M1 <br />rr <br />1er <br />am <br />am <br />rr Mn PRECAST <br />424 <br />3314 <br />363 <br />rr PD•) PRECAST <br />far <br />w7 <br />,Mt <br />,7s <br />SIM <br />s <br />mint <br />Aw. <br />7n <br />ILL <br />Ism <br />1L <br />am <br />Im <br />are <br />aw (11r) PRECAST <br />m4 <br />m <br />tw <br />I M <br />tm <br />Simare <br 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<br />m <br />w• Mal PRB1Rm6® <br />NA <br />91 <br />as <br />Nr Pon pmn mw <br />w <br />n1 <br />"I <br />m <br />m <br />Ma <br />Sao <br />41 OW <br />414 <br />Mal <br />wrid <br />fli <br />m <br />m <br />1W <br />m <br />4w <br />m <br />w <br />14p <br />Im <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />REBAR. <br />(0) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR <br />• ALL VALIJES TRIM PROM CAFE LOAD TABLES• BYCASTORETE MAY 2015 EDITION • PRECAST PRODUCTS SY OTHERS TO MEET OR Exa®VALUm 9TATIM ADM <br />- ALL PNIOW PRODUCTS ARE TO BE SWAM PER MANJFADTUIE86PECFIGTRkq- PROVIDE a M POP BWJW PAST EACH SSE OF7WMM OPENM <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTELRETE <br />DIVISION ACCEPTANCE #: 1"128.03 <br />-------- --------------------- w---------------- -------- <br />I <br />1 I , <br />i ,0 <br />1 <br />1 <br />M— —---8=1=-1TTW.----------� <br />� ' 1 <br />2.1 1 <br />F—(--"-1 <br />I <br />8F7 <br />U.N.O. PROVIDE 882 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 164" <br />� 1 1 <br />1 1 <br />1 1 <br />1 1 <br />i 1 <br />1 1§ <br />1 1� <br />1 1 .- <br />1 1 <br />I 1 <br />1 1 <br />1 1 <br />OM�1-----F-6•-T/OhWB `---------J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-D" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX:407-774.4078 <br />ww W.ebdeal8n8roup.eom <br />L AA#: 0003325 <br />SIM <br />pi <br />b <br />0 <br />t9 <br />sulmm as Lom <br />SILVERADO <br />LOT #55 <br />BLK. #6 <br />PllGJECT <br />04 8.0-501 <br />MOOR 1 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WONG1 <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />DRmT <br />w1/18/19 <br />ei i.E:1/4"=1'-0" <br />SHEET <br />S5 <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-D" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX:407-774.4078 <br />ww W.ebdeal8n8roup.eom <br />L AA#: 0003325 <br />SIM <br />pi <br />b <br />0 <br />t9 <br />sulmm as Lom <br />SILVERADO <br />LOT #55 <br />BLK. #6 <br />PllGJECT <br />04 8.0-501 <br />MOOR 1 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WONG1 <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />DRmT <br />w1/18/19 <br />ei i.E:1/4"=1'-0" <br />SHEET <br />S5 <br />sulmm as Lom <br />SILVERADO <br />LOT #55 <br />BLK. #6 <br />PllGJECT <br />04 8.0-501 <br />MOOR 1 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WONG1 <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />DRmT <br />w1/18/19 <br />ei i.E:1/4"=1'-0" <br />SHEET <br />S5 <br />