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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 100 x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 100 x 1 1/2' HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 100 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 MATCH CONNECTOR FINISH. <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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ IV 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 />DESCRIPTION <br />REMARK <br />1Q <br />(2) 2)(8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW I T.O.S. = 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, OIC = ON CENTER, F,E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(Pal), <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />Bx18 <br />6 <br />j(2) <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Sx8 <br />5 <br />WA <br />GROUTED SOUD <br />CB1 <br />CONCRETE <br />3000 <br />Sx31 <br />5 <br />(2)#5 <br />#3 <br />8"O.C. <br />GROUTED SOLID <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 />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />©RM9``NIM <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFE <br />TOAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />a* �KM_ <br />LENGTH <br />8lN <br />8FB <br />RCARI <br />TYPE <br />LENGTH <br />w47 <br />me <br />4F1att <br />VIM <br />eFINi <br />BMW <br />4FA,i <br />rpm <br />sPSFtt <br />r14m <br />ffmtt <br />rpm <br />watt <br />VN417 <br />rd• (42') PRECAST <br />2231 <br />rd' (� PRECAST <br />1096 <br />1034 <br />1686 <br />rd' (42') PRECAST <br />1w <br />MM <br />sm <br />ON <br />m <br />0132 <br />Tao, <br />,m <br />2m <br />am <br />4m <br />ON <br />0132 <br />70M <br />4'-0' (46') PRECAST <br />1966 <br />C-T N6") PRECAST <br />766 <br />763 <br />13D9 <br />4 r (4r) PRECAST <br />tm <br />sw <br />3m <br />sm <br />4m <br />Iw <br />Ma <br />tm <br />m6 <br />sm <br />sNa <br />4m <br />Im <br />Ma <br />4'-r W-) PRECAST <br />4699 <br />4'd' PC) PRECAST <br />692 <br />w <br />1079 <br />rd' (8r) PRECAST <br />1w <br />ma <br />2M7 <br />3a <br />4m <br />4111 <br />Ma <br />tM/ <br />MM <br />VW <br />22M <br />4w <br />4711 <br />6w <br />V-/• (64') PRECAST <br />1217 <br />rs' (64") PRECAST <br />411 <br />411 <br />746 <br />8d' (647 PRECAST <br />IMs <br />tit <br />ws <br />2w <br />Mw <br />m1 <br />4w <br />1M0 <br />,716 <br />22a <br />Mae <br />sm <br />3m <br />4w <br />V-10' (TO') PRECAST <br />1082 <br />V-1a (m9 PRECAST <br />340 <br />339 <br />616 <br />r-10' (W) PRECAST <br />m <br />M. <br />MM <br />am <br />4133 <br />w <br />1m <br />2w <br />2r <br />SM <br />MM <br />41a <br />8'd• (7B' PRECAST <br />908 <br />ad' (781 PRECAST <br />W7 <br />721 <br />490 <br />ad' P69 PRECAST <br />m <br />, <br />m, <br />m <br />m <br />UN <br />1w <br />aM <br />tao <br />mt <br />m2 <br />rd' ls9') PRECAST <br />I <br />Td' (909 PRECAST <br />424 <br />534 <br />SO <br />Td' M PRECAST <br />, <br />2w <br />2m <br />MM <br />m <br />III <br />1m <br />1M4 <br />2w <br />21M <br />260. <br />m4 <br />9'•4' (112') PRECAST <br />664 <br />9'-r (112') PRECAST <br />328 <br />612 <br />230 <br />ate' (11r) PRECAST <br />Mf <br />tab <br />t <br />NN <br />t61 <br />MM <br />2w <br />M <br />m <br />1Ms <br />aM <br />1w <br />=4 <br />2m <br />tad (126� PRECAST <br />476 <br />tad' (126� PRECAST <br />284 <br />401 <br />180 <br />tad' (12D') PRECAST <br />m <br />w <br />m <br />fw <br />ton <br />, <br />m, <br />w <br />1+4o <br />to <br />71M <br />MM <br />2w <br />11'4• (136') PRECAST <br />862 <br />11'-r (136� PRECAST <br />2W <br />462 <br />154 <br />11Lr (13r) PRECAST <br />w <br />10 <br />1M7 <br />1M <br />/7M <br />6M <br />tm <br />1m <br />thaw <br />MM <br />17-0' (1M1 PRECAST <br />887 <br />17-0' (iM� PRECAST <br />214 <br />402 <br />137 <br />12'-0' (1M� PRECAST <br />~ <br />7N <br />w <br />t <br />130. <br />tw <br />w <br />w <br />tm <br />1 <br />181 <br />Ma <br />17-C (lW) PRECAST <br />266 <br />1" (16a) PRECAST <br />217 <br />324 <br />110 <br />ISW (116a) PRECAST <br />B410 <br />m <br />w <br />7M <br />m <br />1 <br />,m <br />w <br />>b <br />ftM <br />w <br />, <br />NM14'-0' <br />(166� PRECAST <br />279 <br />14'-0' (16V) PRECAST <br />205 <br />293 <br />100 <br />1rd' (16n PRECAST <br />m <br />m <br />7x <br />m <br />tm <br />m <br />m <br />,m <br />, <br />t <br />IM714W <br />(IM PRESTO <br />NR <br />14'd' (176� PREB'I1i�8FD <br />NR <br />2B4 <br />91 <br />ird' (176� PIYl1AE88� <br />m <br />U4 <br />m <br />m <br />m <br />a2 <br />w <br />w <br />t <br />w <br />t <br />fist <br />1734 <br />19�• (161� PRF97RF88ED <br />NA <br />IF-C (164l PRESR D <br />NA <br />269 <br />83 <br />IV-4' (134-) PREST <br />2N <br />m <br />MD <br />m <br />w <br />m <br />m <br />Mt <br />tr-C (4106� PRFbTR608ED <br />NA <br />trr Rom') PRE <br />NA <br />194 <br />dt <br />trd' PRESTRESSED <br />IV <br />1M <br />w <br />m <br />4a <br />w <br />a <br />7a <br />w <br />tw <br />u7t <br />ba <br />1a <br />19'"4' (29T7 PRESTRESSED <br />N.R. <br />19W M PRESTRESSED <br />NA <br />148 <br />62 <br />IVY" Mn PREBTRESSFO <br />iM <br />,M <br />m <br />m <br />w <br />4M <br />447 <br />m <br />M <br />N1 <br />W <br />, <br />m <br />1W <br />214' (2W) PRESTRESSED <br />NR <br />214' Mn PREBTREBBEO <br />NA <br />125 <br />42 <br />21w on PRCdTIIEII <br />� <br />W <br />m <br />3M <br />m <br />sa <br />w <br />RI <br />40 <br />'Iat <br />m <br />w <br />M <br />tw <br />22'd' W) PRESTRESSED <br />N.R. <br />22'-0' (2#4� PR 88ED <br />N.R. <br />f16 <br />40 <br />22'-0' (264� PRESTRESSED <br />137 <br />1n <br />m <br />M2 <br />m <br />w <br />m <br />IV <br />t" <br />m <br />la <br />w <br />w <br />41s <br />aM <br />w <br />4M <br />w <br />w <br />m <br />M7 <br />24'd' (266') PRE <br />NA <br />24'd• ( PRE <br />NA <br />97 <br />s3 <br />24'd• Rom') I'Re <br />1N <br />m <br />M6 <br />4M <br />w <br />7M <br />a <br />a <br />m <br />m <br />w <br />m <br />tm <br />,az <br />(#) 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 VALUE$ TAKEN FROM WFE LOAD TABLES' BYCASTCRETE MAY 20IS EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EKOEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MA"ACTURE8 6PEGFICAMONS • PROVIDE IMNWM r OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />oom000� <br />IOl�mOmO� <br />000vdom <br />0m00�00 <br />m�m�00� <br />0©saomov <br />moo�� <br />®0000© <br />m®�0000 <br />ma�a000®0 <br />mm00G7C�!^C71 <br />0000©DO <br />ommom�!c�! <br />oa»tmma��o <br />0©00�1l00 <br />O�00m00 <br />a�avm�o�amo <br />OID�OC7a'� <br />0 <br />oa©©o�aav© <br />oa>a©©©©o <br />®omm�om <br />av©ooto©© <br />ava>�oor�a>ao <br />©©oonav© <br />o©a>vao0a»© <br />1 <br />4� �f <br />* d� <br />U.N.O. PROVIDE B02 WHERE <br />"+ ROOF TRUSSES BEAR, <br />� % TOP OF WALL EL 17'-4" <br />H <br />4 <br />I <br />I <br />d <br />I <br />9 <br />r----i 1 <br />I I ( <br />tl <br />8 <br />1 <br />I <br />A <br />P' <br />Q <br />�� <br />l <br />�'�" � ��•y <br />GT <br />i <br />3 <br />( <br />� <br />4%m 8F8.1T/0M/0B <br />jr <br />9 <br />1 I <br />a <br />( 8FB-1T/OM/OB <br />8FB-1T/OMI08 <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAQAN BLVD, <br />LONQWOOD,FL32780 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />t#,#wabue•Igngroup.com <br />AA N: 0009326 � <br />40) <br />Y <br />h <br />a Ao8'r?� <br />PARK <br />LOT #8 <br />BILK 10 <br />PROJ&CT7/ <br />04181.000- 08103 <br />1(OD>EI,s <br />3EFB <br />"2447- ROBIE" <br />awAwea 9wnl7a: <br />RIGHT <br />PAdr: <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN <br />60 MPH EXP. <br />D �`. 12/02/19 <br />aitm»:•r <br />s5 <br />