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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) 1 Od x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON Hl OA OR LGT2 W/ IOd 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 />S. 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 />S. 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.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 <br />(psi) <br />SIZE <br />WXH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB! <br />MASONRY <br />3000 <br />8x8 <br />(i)45 <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 />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 />CN08`0— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*-4-- <br />SAFE <br />OAD <br />*-4--SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />BUS <br />arse <br />viom <br />eF+ses <br />eRsoaW <br />elt!<4oW <br />eRx4e <br />elasOW <br />TYPE <br />LENGTH <br />8U8 <br />SF8 <br />RCARI <br />TYPE <br />LENGTH <br />as -IT <br />rw <br />012-17 <br />BMW <br />VWIT <br />eFte0:7 <br />VA01T <br />row <br />IPa41T <br />w" <br />IF214T <br />eFssr <br />VWIT <br />raw <br />rd (42') PRECAST <br />2211 <br />rd (4r) PREGI8T <br />1026 <br />1024 <br />16I8 <br />rd H2') PRECAST <br />1- <br />:sa <br />ew <br />4ax <br />M <br />Mal <br />7W <br />ts" <br />sea <br />04 <br />404 <br />4M <br />e132 <br />TM <br />rd (46) PRECAST <br />1I08 <br />4'd (4!') PRECAST <br />706 <br />763 <br />1308 <br />rd On PRECAST <br />130 <br />WOW <br />300 <br />s/W <br />4an <br />Was <br />Won <br />1!1 <br />aW0 <br />ao0 <br />a„a <br />pan <br />s,s <br />son <br />Nor (547 ��T <br />law <br />4'd (541 PRECAST <br />602 <br />6B7 <br />1073 <br />4'd (641 PRECAST <br />Iw <br />Wx0 <br />JIM <br />Wan <br />4xW <br />47" <br />IM <br />1 <br />200 <br />2/07 <br />s7W <br />4043 <br />4711 <br />IM <br />F4' (MI PRECAST <br />1217 <br />F4• (841 PRECAST <br />411 <br />411 <br />745 <br />F4' (64') PRECAST <br />tms <br />zm <br />s0 <br />m <br />am <br />4m <br />+Ma <br />me <br />sae <br />m <br />m <br />Wm <br />4m <br />F-10' (70') PRECAST <br />1082 <br />F-11Y (70') PRECAST <br />340 <br />330 <br />018 <br />F-1M (M PRECAST <br />t0s <br />t <br />aw <br />am <br />am <br />ns <br />4s <br />I07 <br />3010 <br />a00 <br />atm <br />Wm <br />as <br />Fd (76•) PRECAST <br />908 <br />Fd (TC) PRECAST <br />607 <br />721 <br />490 <br />Fd M PRECAST <br />nI <br />VII <br />Wm <br />s1 <br />w <br />,0r <br />I n0 <br />1 Wes <br />1 2M <br />I am <br />1 ens <br />rd On PRECAST <br />74 <br />rd Mn PRECAST <br />424 <br />034 <br />383 <br />rd MI PRECAST <br />m <br />, <br />sn <br />aWa <br />m <br />tax <br />106 <br />x0 <br />xn <br />as <br />ets <br />74' (11r) PRECAST <br />664 <br />6'i' (112') PRECAST <br />928 <br />612 <br />280 <br />6'4' (112) PRECAST <br />IIIm,t <br />W4 <br />tat <br />Mal <br />W00 <br />m <br />IOW <br />I 1Me <br />I so <br />Im <br />=4 <br />sn <br />1Fd (12r) PRECAST <br />47b <br />10411' (12n PRECAST <br />264 <br />401 <br />180 <br />10'4r (12r) PRECAST <br />60 <br />m.J <br />Ma <br />1 <br />InI <br />mH <br />am <br />ax <br />I III <br />14nal <br />IMA <br />2111111 <br />1 111 <br />11'4• (, )PRECAST <br />302 <br />„',4(,36) PRECAST 8T <br />2B0 <br />462 <br />164 <br />174(,SA PRECAST <br />474 <br />01 <br />Wj <br />ta <br />tv4.1 <br />ISI <br />Im <br />w <br />ear <br />1011a. <br />1372 <br />11110A <br />1916 <br />21111 <br />1rd (II PRECAST <br />337 <br />lyd III PRECAST <br />244 <br />402 <br />137 1 <br />1r4r III PRECAST <br />4m <br />w <br />7W1 <br />0e <br />im.1 <br />no.1 <br />,W0 <br />4n <br />WW0 <br />W <br />lam <br />Isla. <br />am <br />11" (1eo') PRECAST <br />20 <br />174' (1001 PRECAST <br />217 <br />324 <br />110 <br />13W (1S0•) PRECAST <br />4 <br />a0 <br />as <br />7s <br />, <br />,eD <br />w 0 <br />w <br />Teo <br />its <br />14 <br />a <br />tan <br />14'0 (ISO-) PRECAST <br />279 <br />14'4r (188') PRECAST <br />205 <br />203 <br />100 <br />14'd (18n PRECAST <br />ax <br />see <br />W <br />tx <br />mod <br />1094. <br />ug hol <br />NO <br />m <br />717 <br />t00 <br />ISI <br />t <br />H'd (178� P <br />NA <br />14•d (176' PRE <br />NR <br />2M <br />W <br />W-r (178") PRESIRF88ED <br />n° <br />30 <br />0W <br />O <br />en <br />e10 <br />aN <br />1 <br />m <br />19-C (181 PRESTRESSED <br />RR <br />,F4' (161 PRESTRESSED <br />N.R. <br />250 <br />83 <br />1F4' (1641 PRgTFESBED <br />Wx <br />230 <br />MW <br />w <br />w <br />MI <br />m <br />on <br />is <br />, <br />M1 <br />iM- <br />,rw Pm PRESTRESSED <br />N.R <br />tr4- Mn PRESTRESSED <br />N.R. <br />104 <br />64 <br />tr4' (20B') PRESTIEBBED <br />In <br />10 <br />Ws <br />xe <br />406 <br />w <br />m <br />740 <br />es <br />lee <br />1 <br />11rW On PRE <br />RR <br />7F4' Cam) PREMRESBED <br />N.R <br />146 <br />52 <br />1" Mn PRE <br />" <br />WI <br />m <br />m <br />Ww <br />w <br />447 <br />W0 <br />ea <br />x1 <br />a0 <br />1 <br />21`4' Ow PRESTRESSED <br />N.R. <br />214' ( PRESTRESSED <br />N.R <br />125 <br />42 <br />21'4• Mn PRESTRESSED <br />/a <br />w <br />Wx <br />m <br />307 <br />an <br />m <br />07 <br />w <br />7W1 <br />m <br />a0 <br />I0N <br />2rd M41 P <br />H.R. <br />2rd 011C) PRE <br />NR <br />116 <br />40 <br />2rd G647 PRE <br />n7 <br />1A <br />10 <br />>m <br />sW <br />W0 <br />m <br />m <br />w <br />w <br />sN <br />a0 <br />as <br />w <br />W-V Mn PRESTRESSED <br />N.R <br />2<+41" (P88') P <br />N.R <br />S1 <br />39 <br />2Cd Cme') PREBTAEBBED <br />124 <br />ix <br />,n <br />20 <br />W <br />to <br />xW <br />w <br />MW <br />e0 <br />402 <br />"? <br />W <br />an <br />+s <br />aA <br />w <br />ea <br />M4 <br />100 <br />1IDW <br />(S) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(R) 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 MAY2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WS�OW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE <br />DIVISION ACCEPTANCE 0: 1"126.03 <br />oo�ommm <br />�D�mmm <br />m�mm000 <br />oomomoo <br />��m0000 <br />�m�E7000 <br />o�moomo <br />Om�O���Q1 <br />00000�0 <br />oomoo�Q■ <br />oolmmomo <br />OR�mm0�0 <br />ODD©m00 <br />�000�00 <br />v0000�o <br />oom0�mo <br />0��©000 <br />000©000 <br />0��0®gym <br />00���00 <br />�00©©0 <br />L----------L----------J <br />LIFT BEAM PLAN <br />SCALE: 1/4'- I'-W <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX 407-774.4078 <br />www.abdasigngmp.com <br />AA #: 0003326 <br />1 <br />F <br />C <br />O <br />ZD <br />UBD:v. a6 LOT.il <br />I <br />BBOTT PARK <br />LOT #18 <br />BLK #10 <br />OJECT <br />04181.00t-18101 <br />MODEL' <br />4EBB <br />"1828-CA11" <br />GARAGE 8WWQ0 <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />