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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 1 117 HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) tOd x 1 1/2"HDG NAILS, <br />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 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 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 PBS36, .177" ° x 2 718" 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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />RaRM 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 />(rc Pei) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x8 <br />(1) #6 <br />WA <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 />B" PRECAST &_ PRIEST RESSED <br />LOADS <br />FOR <br />U-LINTELS <br />I <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />`ele�eBeS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFP <br />LIF <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUS <br />enmI <br />x/aa <br />I 4r%ft <br />10040 <br />1 V24M <br />I sPM® <br />I sF73M <br />TYPE <br />LENGTH <br />SUS <br />BF8 <br />Rpm <br />TYPE <br />LENGTH <br />Vs4T <br />Saar <br />M73•Ir <br />4M3Yr <br />Mi6tt <br />Mtedr <br />SWIT <br />srmar <br />erxtt <br />eracu <br />4Ptl-IT <br />1FO#T <br />W324T <br />PMa <br />Y-r (42'7 PRECAST <br />2231 <br />8'4' (/2') PRECAST <br />1026 <br />1024 <br />1698 <br />g4' (4� p gT <br />iME <br />4M <br />MM <br />$132 <br />7mi <br />1M <br />4M <br />m <br />6132 <br />7001 <br />Nor (4r) PRECAST <br />lm <br />IP-W (4r) PRECAST <br />765 <br />783 <br />1300 <br />rp (49) PRECAST <br />1M <br />3Me <br />4M <br />MM <br />eM <br />1M <br />Mie <br />4M4'4' <br />(641 PRECAST <br />1888 <br />4'4' (64') PRECAST <br />602 <br />8B1 <br />1073 <br />4'4' (64') PRECAST <br />,M33n <br />4M <br />4711 <br />MA <br />1M <br />mrs <br />4M <br />m1 <br />sm <br />B4' (64') PRECAST <br />1217 <br />S4' (841 PRECAST <br />411 <br />411 <br />745 <br />6'4' (e4') PRECAST <br />�e <br />Me <br />MM <br />aMt <br />4M10/e <br />Ma <br />MM <br />3W7 <br />4I2 <br />S-f0' (M PRECAST <br />tOB2 <br />' V-10' (70") PRECAST <br />340 <br />330 <br />610 <br />V-10' (70') PRECAST <br />MM2 <br />3tm <br />2m <br />4133 <br />M <br />/eel <br />2aM <br />M4 <br />31e7 <br />41M <br />8'4' (7S') PRECAST <br />SOS <br />V4' f761 PRECAST <br />607 <br />n1 <br />4B0 <br />V4' (7B� PRECAST <br />M <br />1 <br />MIS <br />M <br />1407 <br />,M <br />M <br />23M <br />2M <br />3M <br />3ze1 <br />mt <br />r4' (BO") PRECAST <br />743 <br />r r W� PRECAST <br />424 <br />SIN <br />383 <br />To (907 PRECAST <br />rn <br />, <br />Ms <br />avollM <br />IN <br />vM <br />fW <br />Me <br />I 3M <br />1 207 <br />1 Me <br />VI (112) PRECAST <br />664 <br />94' (11r) PRECAST <br />828 <br />512 <br />230 <br />C4' (11r) PRECAST <br />eM <br />7011 <br />11 <br />144 <br />181 <br />liffd <br />Mo <br />eM <br />M <br />Isis <br />1443 <br />1 iM <br />1 MI <br />3M <br />104' (12" PRECAST <br />475 <br />104' (12r) PRECAST <br />254 <br />401 <br />180 <br />104' (12n PRECAST <br />m <br />eri <br />Me <br />f,M <br />sW <br />1 <br />IN <br />M <br />M <br />Im <br />MR <br />7M <br />20M <br />>M <br />11W (19� PRECAST <br />882 <br />11V' (13n PRECAST <br />280 <br />462 <br />1W <br />11'4' (198') PRECAST <br />174 <br />M <br />M <br />18V <br />1M <br />17M <br />N4 <br />M7 <br />1 <br />Iat <br />tM <br />me" <br />3147 <br />12'-0' (744') PRECAST <br />897 <br />170 (144') PRECAST <br />244 <br />402 <br />137 <br />12'-0' (144') PRECAST <br />470 <br />4M <br />7M <br />M <br />1 <br />t <br />t <br />QO <br />M <br />M <br />1M <br />i <br />131am <br />2#Ie <br />IY4' (16n PRECAST <br />2B8 <br />1Y1' (180) PRECAST <br />217 <br />934 <br />110 <br />18'4' (180') PRECAST <br />414 <br />M <br />IN <br />lee <br />M <br />1 <br />1M <br />M <br />40 <br />7M <br />11M <br />M <br />iM <br />14'4' (18B') PRECAST <br />279 <br />li wo (7ae') PRECAST <br />206 <br />203 <br />100 <br />14'4' (188') PRECAST <br />M <br />M <br />M <br />7M <br />M <br />tM <br />NO <br />M <br />T17 <br />1M <br />t <br />i <br />f40/ <br />14.4' (176') PRESTRESSED <br />N.R. <br />w4r (or) PREffnm ED <br />N.R. <br />m4 <br />91 <br />14'4' (17n PRESTRE88® <br />M <br />M <br />3M <br />M <br />M <br />M <br />. <br />M <br />M <br />m <br />1M <br />1131 <br />17" <br />1B4• (184� PRESTRESSED <br />N.R. <br />! 1" par) PRESTRESSED <br />N.R. <br />260 <br />83 <br />184' (184.) PREBifi� <br />n4 <br />M <br />313 <br />M <br />M <br />Ms <br />M7 <br />M <br />M <br />411 <br />1M <br />1r4' (208') PRESTRESSED <br />NJL <br />1r4' Wn PREBTRE88ED <br />NA <br />194 <br />N <br />ir-4- (M') PRE <br />4m <br />I1 <br />M <br />M <br />W3 <br />M <br />740 <br />1a1 <br />ion <br />1V4' (tl2') PRESTRESSED <br />N.R. <br />I" Mn PRE <br />NA <br />14B <br />62 <br />1V4' Mn PRESTRESS® <br />M <br />M <br />447 <br />am <br />e47 <br />M1 <br />e0 <br />W <br />trn <br />21V' (266") PRF81R6B8ED <br />N.R. <br />21'W Wn PRESTRESSED <br />N.R. <br />1ffi <br />42 <br />21'4- On PRESTRESSED <br />m <br />M <br />313 <br />M7 <br />480 <br />721 <br />M <br />M <br />M <br />/M <br />22'-0' (284') PRE81PE88E0 <br />N.R. <br />2T4' ON") PRESTRESSED <br />N.R. <br />116 <br />40 <br />22'4r (LMh PRESTRESSED <br />IV <br />M <br />M <br />3n <br />Ms <br />442 <br />M <br />M <br />M <br />M <br />M <br />ZV4' Pe69 PRE61i� <br />N.R. <br />24'4Y pee") PRESTRE89® <br />N.R. <br />W <br />D <br />24'4• (�") PRESTRESOEDw <br />M <br />4M <br />4n <br />M <br />M <br />rn <br />eR <br />M <br />ve <br />M <br />M <br />M <br />M <br />1aM <br />tM <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'BAFE LOAD TABLES' BY CASTCRETE ANY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EKCEED VALUER STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE MSTALL® PER MMNUFACTl1FiE8 SPECIFICATICNS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />I I <br />Omm000 <br />OD�Omm <br />om0000m <br />0�00��0 <br />Imam@©mom <br />0�00Im�0 <br />0momc� <br />mmmOmmO <br />mm000C�! <br />��000�0 <br />ommoo <br />�000©00 <br />ommom�a <br />Ioom©omv <br />oomoomv <br />��000m00 <br />0' 0�Om00 <br />®��0000 <br />®�m�m00 <br />��0000© <br />o©©0000 <br />N 8F18-1T/0M/0B 8F18.1T/OM/OB <br />7,4. <br />4 <br />1 �'+ <br />1 <br />1 <br />3 <br />UNO, PROVIDE 881 WHERE � <br />3 ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-17, UNO. <br />f' <br />d <br />f a <br />3 Q3 <br />t <br />� y a <br />1 E <br />" m r <br />GLLD F O � <br />r <br />' I I ` <br />P <br />r' p <br />a <br />t <br />fi A <br />F <br />N� <br />= OT <br />co <br />8F16-1TIOM/OB � <br />7'-4" x <br />e+ <br />a <br />NE <br />m <br />8RF14-1T/OM/OB fig, <br />BF8- � fi <br />8F20-iTI0M/18 & e, 1T/OMJOB 8F16-1T/0M/0B N. ( <br />a <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32760 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdaalgngroup.com <br />AA 11: 0003325 J <br />L iL <br />vaa:v�LOTSILVERADO <br />LOT #12 <br />BLK #18 <br />1tOJSCTp <br />04128.002-12181 <br />1LODEIe <br />4EWB <br />"1499-FREEPORT" <br />GARAGE eTfHa: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. BAR NO W723 j# STATE <br />OF FLOFtlDA <br />Dw 10/09/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />N 8F18-1T/0M/0B 8F18.1T/OM/OB <br />7,4. <br />4 <br />1 �'+ <br />1 <br />1 <br />3 <br />UNO, PROVIDE 881 WHERE � <br />3 ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-17, UNO. <br />f' <br />d <br />f a <br />3 Q3 <br />t <br />� y a <br />1 E <br />" m r <br />GLLD F O � <br />r <br />' I I ` <br />P <br />r' p <br />a <br />t <br />fi A <br />F <br />N� <br />= OT <br />co <br />8F16-1TIOM/OB � <br />7'-4" x <br />e+ <br />a <br />NE <br />m <br />8RF14-1T/OM/OB fig, <br />BF8- � fi <br />8F20-iTI0M/18 & e, 1T/OMJOB 8F16-1T/0M/0B N. ( <br />a <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32760 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdaalgngroup.com <br />AA 11: 0003325 J <br />L iL <br />vaa:v�LOTSILVERADO <br />LOT #12 <br />BLK #18 <br />1tOJSCTp <br />04128.002-12181 <br />1LODEIe <br />4EWB <br />"1499-FREEPORT" <br />GARAGE eTfHa: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. BAR NO W723 j# STATE <br />OF FLOFtlDA <br />Dw 10/09/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32760 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdaalgngroup.com <br />AA 11: 0003325 J <br />L iL <br />vaa:v�LOTSILVERADO <br />LOT #12 <br />BLK #18 <br />1tOJSCTp <br />04128.002-12181 <br />1LODEIe <br />4EWB <br />"1499-FREEPORT" <br />GARAGE eTfHa: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. BAR NO W723 j# STATE <br />OF FLOFtlDA <br />Dw 10/09/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />vaa:v�LOTSILVERADO <br />LOT #12 <br />BLK #18 <br />1tOJSCTp <br />04128.002-12181 <br />1LODEIe <br />4EWB <br />"1499-FREEPORT" <br />GARAGE eTfHa: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. BAR NO W723 j# STATE <br />OF FLOFtlDA <br />Dw 10/09/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />