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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)10d x 1 l tr HOG NAILS. <br />SMALL JACKS - 9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA WI (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" 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 (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 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 @ 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. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. --BOTTOM OF LINTEL / T.OA =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 />(pe1J <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BI <br />MASONRY <br />3000 <br />8x8 <br />1)16 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETEN <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 />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />SA <br />PLFOAD <br />� w <br />SAFE <br />LOAD -POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />Mw <br />W420 <br />**SoI., <br />4P14w <br />N-Am <br />MUM <br />TYPENU6 <br />LENGTH <br />�LENGTH <br />LENGTH <br />Asa <br />rwa <br />wwa <br />rra <br />ruel <br />Aa <br />as <br />NIN <br />~11 <br />rsu <br />wwo <br />rst-ts <br />wws <br />amps <br />Y4" (�2: vgECABi <br />22I1 <br />teanw <br />11I4rr=1Iw <br />Y6' (�') PRiR%1NT <br />1026 <br />W24 <br />7NN <br />N16' (�") PgI(ABT <br />m <br />1w <br />4w <br />ww <br />am <br />70M <br />M <br />4w <br />nr <br />wN <br />aw <br />ttlw <br />tw <br />rw <br />um <br />4m <br />00 <br />sae <br />lestrII <br />(4•") PRECAST <br />141M1wl <br />2m <br />1w <br />tm <br />etn <br />r4r (4N� PRECANT <br />7NN <br />7N2 <br />12EN <br />4•0 (48'(' PRECANT <br />was <br />1m <br />ra <br />4m <br />4wI <br />4w4O" <br />4w <br />na <br />ww <br />am <br />ttw <br />aw <br />wr <br />s <br />wa <br />Owe <br />wr <br />ww1w <br />4'4' <br />na <br />ws1 <br />4m <br />4a4 <br />two <br />4t6` PR�ANT <br />002 <br />2S1 <br />/078 <br />4'"6' �') PRlCMT+�nr <br />rm <br />wI <br />4w <br />47n <br />ww <br />4is <br />na <br />wA <br />awt <br />Taw <br />Nw <br />1Ia <br />m7 <br />m0 <br />4w <br />4nt <br />wnBs' <br />(841 PRECAST <br />7217,w <br />ww <br />tw <br />3m <br />4w <br />64' lM'i PgECAET <br />411 <br />411 <br />74N <br />6 4' (M9 PRECAST <br />a1I <br />, <br />zm <br />1w <br />rw <br />1r, <br />4w <br />,w <br />ml <br />ww <br />a <br />as <br />,w <br />w4 <br />wr <br />Nw <br />rn <br />tw <br />r-,0, PRECAST <br />t04Z <br />Hr <br />,a! <br />M, <br />w0 <br />7w <br />NN <br />&IT (701 PRECAST <br />340 <br />320 <br />616 <br />8-10" m PRBCABT <br />w <br />91N <br />Mr <br />7w <br />4 <br />let <br />mi <br />430 <br />f1 <br />w <br />,w <br />110 <br />rw <br />nw <br />ww <br />41M <br />V4r (TB") PRECAST <br />00s <br />tm <br />11" <br />Itw <br />w0/ <br />4w <br />son <br />�, (W) PRECAST <br />GOT <br />72t <br />400 <br />R4r � PRECAST <br />w <br />w, <br />tm <br />n" <br />Iw <br />wI <br />ww <br />4w <br />w <br />I4r <br />IIr <br />ww <br />am <br />1r, <br />am <br />T4' lNe'1 PRECAST <br />7tl <br />r!' (W') PREGIST <br />491 <br />6M <br />a6! <br />ra (BD') PRE�.AIRT <br />mf <br />1 f <br />MIN <br />1 M <br />ow <br />MR <br />w <br />Im <br />im <br />1w <br />1w <br />mu <br />1m <br />r-P , PFECANT <br />(+ �') <br />Q64 <br />w <br />IIw <br />aw <br />rN <br />sow <br />sa <br />tw <br />•'4" d+r) PRECAST <br />22I <br />Nu <br />200 <br />v�" (112� PRECAST <br />M <br />w <br />, <br />I <br />!Ir <br />m <br />Nw <br />as <br />M4 <br />11w <br />w <br />w <br />in <br />as <br />1 <br />m4 <br />ra <br />too n� PRECAST <br />4T6 <br />w <br />m <br />tw <br />s <br />1TII <br />71,II <br />1w <br />I04' OW) PRECAST <br />2M <br />401 <br />180 <br />TOW (12n PRECAST <br />w <br />eN <br />w <br />1 <br />mt <br />w <br />ar <br />1m <br />wl <br />1m <br />w <br />w <br />,w <br />w1a <br />,w <br />s <br />ww <br />11w (Imm PRECAST <br />2N2 <br />w <br />w <br />tw <br />1w <br />NN <br />w7 <br />4w <br />11%4' (12N� PRECAST <br />2I0 <br />40 <br />1M <br />,1w pan PRECAST <br />a4 <br />m <br />w <br />Im <br />to <br />Im <br />w <br />w <br />NN <br />Iw <br />w7 <br />4w <br />w <br />w <br />all <br />/w <br />1n4w <br />nw <br />,7O (,447 PRICAeT <br />32'7 <br />w <br />w1 <br />NI4 <br />1 <br />we <br />1Iw <br />12'-0' (141') PRECANT <br />2u <br />402 <br />187 <br />ti4' n44i PRECAST <br />418 <br />4w <br />134 <br />w <br />1t <br />1w <br />w <br />w <br />+r4 <br />1m <br />ww <br />sw <br />00 <br />w <br />w <br />,1w <br />I <br />tit <br />ms <br />to 4' fROO'1 PRECAST <br />2w <br />4n <br />tw <br />W5 <br />ww <br />1w <br />wa <br />ws <br />Ixw (ion PRECAST <br />217 <br />=4 <br />110 <br />1" (IS[") PRECAST <br />411 <br />m <br />w <br />w <br />w <br />1 <br />am <br />4n <br />1m <br />tw <br />ww <br />MO <br />SW <br />1w <br />4w <br />4r <br />w <br />t1w <br />tot <br />1 <br />I w <br />14'4r ptro'► PRECAST <br />rn <br />4" <br />1Is <br />aw <br />>m <br />140' (IM') PRECAST <br />10N <br />22N <br />100 <br />W4^ (10) PiiECJ18'T <br />m <br />m <br />w <br />7L <br />w <br />I <br />im <br />4r <br />td <br />1w <br />all <br />aw <br />tm <br />s <br />4% <br />4m <br />rI <br />tm <br />U'4! 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CORPORATION-0ASTE-0RETE <br />DIVISION ACCEPTANCE e: 18-0126.03 <br />UNO, PROVIDE BBt WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. V-O', UNO. <br />F-----� <br />I � <br />L — — — — — J <br />ti 'ti <br />•'i•i <br />�!�!i .!i!i i!i!�!i!•!i! i!i!i0-ei i!ilil�i!i'_i 4'i!i i!i!i!i!i!i: <br />.. . . . . . . . . . . . . . . . . = <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774.4078 <br />www.abdesWWouµcom <br />L AA M: 0003325 <br />E <br />W <br />47 <br />O <br />sUNDIV as Low <br />ABBOTT PARK <br />LOT #10 <br />BLK. #7 <br />PR 04181.00 JmCT _ 0 7 <br />moDzu <br />4EBB <br />"1828-CALM" <br />OAF."Z arUMI <br />LEFT <br />PALM <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />