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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) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 1 Od x 1 1/2" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Od 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 (41. <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 />S. 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 POS36, .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 />DESC)R.14 <br />REMARK <br />(D <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.S = 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 />(w) rc <br />H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x18 <br />— <br />1 #5 <br />(1)#5 <br />WA <br />— <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />— <br />1)#5 <br />— <br />N/A <br />— <br />GROUTED SOLID <br />CB1 <br />CONCRETE <br />3000 <br />Bx31 <br />2 #5 <br />2 #6 <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 />�m9``M6M <br />SAFE <br />LOAD- <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />Gllsa�a66a <br />SAFE <br />PLOAD <br />SAFE <br />LOAD- <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUB <br />emis <br />vim <br />I X%w <br />mom <br />n34m <br />arrm I <br />OF32-01 <br />TYPE <br />LENGTH <br />SUS <br />8F8 <br />RCMU <br />TYPE <br />LENGTH <br />WIMT <br />mqw <br />awatt <br />artso <br />s1stT <br />sm <br />WANIT <br />W44r <br />an1-tt <br />area-ar <br />OWT <br />slaw <br />aa2-IT <br />own <br />3'4' (42') PRECAST <br />2281 <br />3'4' (427 PRECAST <br />1025 <br />1024 <br />1695 <br />g4' (+2') Ix1ECAST <br />Im <br />2w <br />304 <br />43M <br />alsa <br />8132 <br />7mt <br />+w <br />26011 <br />lsM <br />4304 <br />am <br />4132 <br />7001 <br />P4' (48y PRECAST <br />1986 <br />1'4• (4n PRECAST <br />785 <br />763 <br />1309 <br />00 (46) PRECAST <br />,let <br />lsaa <br />30/0 <br />3n5 <br />4m/ <br />mls <br />am <br />gas <br />+w <br />lsm <br />30m <br />ins <br />4m <br />ens <br />am <br />4'4' (541 PRECAST <br />15BB <br />NO (54') PRECAST <br />692 <br />591 <br />1073 <br />4'4• (54) PRECAST <br />Iw <br />2M <br />2W <br />3m <br />44ls <br />4711 <br />lsn <br />1237 <br />am <br />2w <br />sm <br />40a <br />4"l <br />am <br />64• (641 PRECAST <br />1217 <br />9JI' (64") PRECAST <br />411 <br />411 <br />746 <br />B-4• (54� PRECAST <br />101e <br />m <br />2m <br />gals <br />lsm <br />aael <br />4als <br />,na <br />1715 <br />2m <br />2w <br />nm <br />wi <br />4m2 <br />8-10. (70') PRECAST <br />IOC2 <br />S-1T (70') PRECAST <br />340 <br />339 <br />816 <br />5-10• (m PREGABTin <br />uM <br />awr <br />am <br />41U <br />,m7 <br />2m <br />lsm <br />3N7 <br />3w <br />4133 <br />C4• (73•) PRECAST <br />906 <br />V4• (M PRECAST <br />607 <br />721 <br />490 <br />C4• (75•) PRECAST <br />2819 <br />sls, <br />tm7 <br />,w <br />22m <br />27m <br />31n <br />via <br />T4• Mn PRECAST <br />743 <br />r4• On PRECAST <br />424 <br />534 <br />353 <br />TO 1969 PRECASTI <br />Mls <br />2m <br />323 <br />12M <br />ills <br />2n6 <br />2W <br />2127 <br />also <br />(112') PRECAST <br />g64 <br />W-C (112') PRECAST <br />326 <br />512 <br />230 <br />44• (112) PRECAST70aI <br />,H <br />21ls00 <br />m <br />1318 <br />1als <br />,am <br />2204 <br />mfl10'4' <br />(126) PRECAST <br />476 <br />104• (12" PRECAST <br />204 <br />401 <br />180 <br />IV4• (12r) PRECAST <br />m <br />na <br />Itm <br />ton <br />, <br />ls,t <br />ma <br />w <br />. <br />tm <br />Im <br />2m <br />=40 <br />11'd' H369 PRECAST <br />962 <br />114• (136) PRECAST <br />230 <br />452 <br />154 <br />114' (13n PRECAST <br />474 <br />w <br />w <br />Iw <br />12/ <br />Ia1 <br />ttm <br />M1 <br />m7 <br />1m <br />,w <br />Ina <br />2W <br />124r (144') PRECAST <br />317 <br />lr-W (144') PRECAST <br />244 <br />402 <br />137 <br />12'-0' (144� PRECAST <br />470 <br />4m <br />M. <br />w <br />It <br />tw <br />+70 <br />w <br />w <br />tam <br />I <br />2m <br />/34' (14n PRECAST <br />206 <br />�EZEMEMEMBEEMIEM13V' <br />(180� PRECAST <br />217 <br />324 <br />'10 <br />13'-C (1809 PRECAST <br />4/9 <br />am <br />ON <br />7m <br />w <br />1 <br />Ills <br />4ls <br />44 <br />7m <br />ttm <br />/4 <br />1 <br />Im <br />14.4r (186•) PRECAST <br />279 <br />14'4' (186') PRECAST <br />206 <br />21k3 <br />100 <br />14'ff (188� PRECi1ST <br />w <br />318 <br />w <br />7M <br />w <br />1m <br />410 <br />42a <br />717 <br />1w <br />i <br />i <br />tam <br />14'4• (1781 PRESTRESSED <br />N.R. <br />1P4• (17T) PRE91RE88FD <br />NR. <br />2B4 <br />B1 <br />11'4' (175� PRE8TRE88® <br />w <br />334 <br />w <br />M. <br />w <br />w <br />w <br />t <br />m <br />t <br />1731 <br />,7M <br />1B-• (164') PRESTRESSEDN.R. <br />1BJ• (7B4•) PRESTRE88ED <br />N.R. <br />20 <br />83 <br />18�4- (1641 PRESTRESSED <br />7f1 <br />m <br />313 <br />m <br />4m <br />aw <br />02I <br />w <br />70 <br />, <br />m, <br />Iw <br />tri' (an PRfi61RE88ED <br />N.R. <br />1r-C Mn PRE <br />N.R. <br />194 <br />84 <br />1r4' Wn PRE <br />tls <br />tm <br />M. <br />308 <br />4m <br />w <br />4M <br />740 <br />w <br />M. <br />/271 <br />m <br />Mls <br />W-4' (2 r PREB7A� <br />NA <br />1B4• Mn PR�IRESSED <br />N.R. <br />148 <br />62 <br />194• (232') PRESTRC� <br />im <br />im <br />no <br />m <br />344 <br />4M <br />'AT <br />w <br />M7 <br />M1 <br />60 <br />M7 <br />tAl7 <br />214' (1�•) PRESTRESSED <br />N.R. <br />21'-C (256') PR SSED <br />N.R. <br />125 <br />42 <br />21'�1' 05M) PRESTRESSED <br />1@ <br />232 <br />307 <br />m <br />3m <br />w <br />400 <br />721 <br />w <br />w <br />w <br />/w <br />22'-0' (254) PRESTRESSED <br />NR. <br />2?OEM-0' 0" PFESTRESSED <br />N.R. <br />116 <br />40 <br />22'-0' INN) PRESTRESSED <br />to <br />to <br />to <br />m <br />w <br />m <br />m <br />n7 <br />4m <br />w <br />am <br />w <br />w <br />w <br />X4' P" PRESTRESSED <br />N.R. <br />24'4• Mn PRE <br />N.R. <br />91 <br />33 <br />No M PRE <br />IM <br />1M <br />171 <br />9m <br />2n <br />3ls <br />sn <br />4m <br />4te <br />w <br />4m <br />7n <br />Im <br />m <br />tm <br />fm <br />w <br />aM <br />aM <br />Im2 <br />1222 <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 VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES 6PECIFICATpNB • PROVIDE MOM" 4.OF SEAROW PAST EACH SIDE OF WSCOW OPEIiIKi <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-0RETE <br />DIVISION ACCEPTANCE* 164128.03 <br />0©©0©0® <br />omovoom <br />O�mOm <br />m�m000v <br />®m©omov <br />®OODOm <br />0®Om000 <br />m000�00 <br />mm©ODQI�Q! <br />0�00��0 <br />om®oo�[ <br />Omm00G^_^Q� <br />oomoomo <br />O�m0�m0 <br />O�00m00 <br />D�0mm�0 <br />D�m0�00 <br />®�mmoo <br />000000© <br />� � S <br />� � 1 <br />�IF16- <br />TQOB <br />SF16-1T/OM/OB a 7 <br />!� s <br />1 i <br />L GT <br />) " a <br />4 � 1 <br />1 aY g <br />U.N.O. PROVIDE BB2 WHERE 1 <br />e s <br />ROOF TRUSSES BEAR, d <br />Q F' TOP OF WALL EL 18'-8" k <br />4 � 7 <br />s <br />4 � <br />9 $ <br />k t 9 <br />R $ " <br />1 <br />m (----192 <br />a <br />1 ° <br />5 1 <br />1 k <br />a 3 <br />f { <br />!� ) GT <br />� � o <br />7 • ,, t <br />8F16-1T/OM/0131 <br />q <br />) <br />1 <br />8Fl6-lT/OM/OB 8FIB-1T/OWOB 1." <br />SECOND FLOOR LIFT BEAM PLAN <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 _ J <br />i <br />8 <br />im <br />L <br />a <br />61 <br />5 <br />TT <br />eUBDIV at: LOT: <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />P1toizcT# <br />04128.002-06171 <br />MODETA <br />3EFB <br />"2447— ROBIE" <br />GAisAGE 8WING: <br />RIGHT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN <br />50 MPH EXP. <br />Dw 10/09/19 <br />SCA=:1/4" = 1'-01 <br />B*EEZT <br />S5 <br />