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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 112" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 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 CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER C 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 />HEADER SCHEDULE <br />MARK <br />DESCRIPTION <br />REMARK <br />10 <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.OS = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(P-1) <br />WXH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1) #5 <br />N/A <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 />*—on- <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />�^ <br />SAFPL <br />OAD <br />r'*— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />8lH <br />wp <br />4Fla4a <br />41asa <br />was <br />te <br />�#® <br />eroaas <br />TYPE <br />LENGTH <br />8ll0 <br />SPe <br />ROMU <br />TYPE <br />LENGTH <br />IWIT <br />war <br />enalT <br />amm <br />WI&IT <br />4rlea7 <br />4Pa4-IT <br />most <br />41WIT <br />W%WF411 <br />WNW <br />432-TT <br />~ <br />3'fi (42•) PRECAST <br />2291 <br />T-S' (4r) PRECAST <br />1026 <br />1021 <br />16H <br />ye' (42� PREOAgT <br />Im <br />m <br />apt <br />Oar <br />em <br />trot <br />,m <br />aw <br />aw <br />404 <br />=3 <br />mot <br />4'4r (4r) PRECAST <br />1888 <br />4'-0' 144") PRECAST <br />785 <br />783 <br />1309 <br />NO (481 PRECAST <br />On <br />m <br />NO <br />Ma <br />46M <br />we <br />tap <br />m e <br />m <br />ama <br />4m <br />am <br />N-r (541 PRECAST <br />15M <br />4'-W (541 PRECAST <br />892 <br />691 <br />1013 <br />r-0" (54") PRECAST <br />tm <br />am <br />am <br />3m <br />400 <br />44m <br />Im <br />ap <br />tm <br />am <br />400 <br />4�A <br />84' (541 PRECAST <br />1217 <br />F4 (841 PRECAST <br />411 <br />411 <br />745 <br />spa' BM1 PRECAST <br />tmt <br />7m <br />zam <br />z4a <br />as <br />44p <br />IM4 <br />1715 <br />2a4 <br />On <br />014 <br />4aa <br />8'•10' (701 PRECAST <br />1002 <br />8.10' (70') PRECAST <br />340 <br />330 <br />616 <br />a-10' (701 PRECAST <br />m <br />t <br />M <br />31a7 <br />On <br />4a <br />,al <br />as <br />zap <br />3W <br />as <br />41a <br />r4r (781 PRECAST <br />Goa <br />B4r f7e") PRECAST <br />507 <br />721 <br />490 <br />Ir r (18) PRECAST <br />sa <br />, <br />t <br />as <br />am <br />m 2. <br />sa <br />/40 <br />I 1aM <br />1 no <br />ate <br />aaI <br />1 mz <br />r-0" Mn PRECAST <br />743 <br />r-r On PRECAST <br />424 <br />ON <br />US <br />r-0' NJ PRECAST <br />7n <br />ape <br />apt <br />as <br />m <br />I= <br />"N <br />me <br />HE <br />an <br />an <br />74• (1121 PRECAST <br />564 <br />W-C (1121 PRECAST <br />328 <br />912 <br />230 I <br />FW (1121 PRECAST <br />w <br />708 <br />law <br />tom <br />w, <br />21U <br />aro <br />m <br />in <br />fa" <br />"a <br />ON <br />a41 <br />a74 <br />1541' (128) PRECAST <br />475 <br />100 (125) PRECAST <br />214 <br />401 <br />100 <br />101-V (1281 PRECAST <br />4a <br />m <br />m4 <br />linj <br />wj <br />1736.j <br />amt <br />4a <br />m <br />IIa <br />tom <br />tma <br />aow <br />I no <br />114• (1311 PRECAST <br />362 <br />11'-4• (138') PRECAST <br />280 <br />452 <br />154 <br />114' (198) PRECAST <br />474 <br />004 <br />Oro <br />,aa <br />to <br />I6I <br />I7a <br />Nt <br />w <br />ma. <br />IMA <br />an. <br />181501 <br />mu <br />12'4T (1441 PRECAST <br />987 <br />12'41' (141C) PRECAST <br />244 <br />402 <br />137 <br />lr-W (1441 PRECAST <br />4m <br />m4 <br />4a <br />lisp.t <br />tae <br />HO <br />m <br />4a <br />Oq <br />tm <br />IND. <br />Ht <br />Gam <br />134' (1871 PREC418T <br />208 <br />IT-V (186) PRECAST <br />217 <br />324 <br />110 <br />IYW (1801 PRECAST <br />414 <br />m <br />w <br />M <br />ai <br />1 <br />Im <br />4M <br />4a <br />7a <br />timidN <br />1m <br />IWO l'I111 PRECAST <br />279 <br />14'-0' (18n PRECAST <br />205 <br />203 <br />100 <br />Ir-T (188) PRECA/T <br />at <br />as <br />ea <br />M. <br />Im <br />410 <br />4m <br />717 <br />top <br />I <br />I <br />Ilu <br />14'4• (171n PRESTRESSED <br />N.R. <br />�.i 144' (1781 PRE <br />NR <br />284 <br />W <br />1rd (178') P <br />am <br />In <br />m <br />Oro <br />al <br />4m <br />1m <br />Ita1 <br />1m478�1• <br />(1841 PREBTRFABED <br />N.R1F4• <br />(1841 PRESTRESSED <br />N.R <br />259 <br />83 <br />18J• (114) P <br />4m <br />m4 <br />e0 <br />Oro <br />7w <br />7 <br />m1 <br />toN <br />Reptr-4' <br />0091 PREIIRESSED <br />NR <br />1T-4• (208") PRE <br />N.R <br />I1N <br />8< <br />1T�• (2081 PRESiI)�4ro <br />aro <br />PN1 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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 />-ALLVALUES TAKEN FROM WIFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCM BY OTHERS TO MEET OR S CEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE 818TALLED PER MANUFACTURES SPECFICATION8 • PROVIDE MOWN 4.OF BEARING PAST EACH SIDE OF WINDOW OPBMIO <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />'oo�omm <br />mm0000m <br />O�00m0 <br />Om00' <br />ODOR <br />mom�r, <br />ooml <br />m©�0000' <br />�1>�00001�' <br />0momoom <br />r�amomoc <br />mm�0�m0 <br />0�m0�00 <br />omm�ao�Q- <br />0�00©00 <br />ommom�!�r_! <br />000�m00 <br />oomm�oo <br />®��0000 <br />�Om�OmO <br />D�mm®m0 <br />®�m0�00 <br />0�01>0000 <br />o©©©©DO <br />0000mmo <br />0��0®00 <br />�0�0�00 <br />0���000 <br />'------------------------------------------------- <br />1 ♦ BF16-1T/OM/OB 8F16-1TIOM/OB 8F18-1T/0M/OB ef <br />1 <br />I <br />1 <br />♦♦ <br />♦♦ <br />1f <br />1 <br />♦♦ <br />1 <br />1b <br />IM <br />♦ <br />LL <br />UNO, PROVIDE BBt WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0", LINO. <br />8RF14- <br />4# 1 1 <br />1 1 <br />I 1 1 <br />♦ 1 1 ^ <br />8F18-iT/OMI06 8F8- 1 8F20-1T/0M/1B <br />1T/OMIOB <br />L--- --------------- J <br />L---------i ----- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN SLVD! <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdosigngfoup.com <br />AA #: 0003325 <br />g <br />rya' <br />• <br />1T1 <br />• <br />u�>� <br />6j <br />0 <br />y991 <br />9v»DIV & LOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #15 <br />PROJECT <br />04181.006 04151 <br />HODEIe <br />4EAB <br />f11672-ARIA" <br />GARAGE 8WII17G: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />