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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 W/ (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG 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 />6. 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 />T. 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 P8S38, .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 />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />1O <br />(2)2X8 <br />BEAM SCHEDULE <br />RZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 />fc <br />(psi) <br />SIZE <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x16 <br />1 #5 <br />(1) #5 <br />N/A <br />GROUTED SOLID <br />B132 <br />MASONRY <br />3000 <br />8x8 <br />1)05 <br />NIA <br />GROUTED SOLID <br />CB1 <br />CONCRETE <br />3000 <br />Bx31 <br />2 #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 />0Is60.— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFEEILOAD <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SA <br />s4we <br />eParo <br />s1e4e <br />1t700e <br />1 eP24a <br />I saxes <br />I eFaaaa <br />TYPE <br />LENGTH <br />Bl1B <br />RGIU <br />TYPE <br />LENGTH <br />sa4T <br />awm <br />stz-tt <br />s,am <br />enstt <br />stem <br />sw+T <br />1Psar <br />sat -IT <br />s�a4.2T <br />evrtT <br />Tsar <br />eFatr <br />seam <br />74" (47) PRECAST <br />2231 <br />S4' µn PRECAST <br />1026 <br />1024 <br />1626 <br />3'4' Nz) PREGIBT <br />tm <br />aria <br />ss <br />4m <br />sa <br />012 <br />nm <br />+m <br />Lee <br />as, <br />4m <br />em <br />e132 <br />lam <br />4'4" (4B') PRECAST <br />1866 <br />W-W M PRECAST <br />M <br />M <br />1309 <br />47-T (48') PRECAST <br />tm <br />23p <br />OO <br />3m <br />41n <br />m <br />eon <br />tm <br />Loa <br />7010 <br />na <br />4an <br />m <br />On <br />4'4' M PRECAST <br />1648 <br />No (6P) PRECAST <br />602 <br />6B1 <br />1073 <br />#0 04') PRECAST <br />tam <br />2m <br />mm <br />am <br />4oa <br />mt <br />sm <br />t2#r <br />s,o <br />2n7 <br />oars <br />41a <br />n1t <br />m <br />S4' (e49 PRECAST <br />1217 <br />S4' (847 PRECAST <br />411 <br />411 <br />746 <br />84" (64� PRECAST <br />1010 <br />Ln <br />ape <br />m1 <br />40M <br />tote <br />17t <br />ma <br />2aN <br />me <br />m <br />m <br />mt <br />4taa <br />F-IIW (7n PRECAST <br />1062 <br />V-10' (M PRECAST <br />340 <br />339 <br />510 <br />8.10' (M PRECAST <br />IN <br />ape <br />$1m <br />3m <br />4133 <br />21D <br />lap <br />a,m <br />m <br />403 <br />C4• (Tn PRECAST <br />we <br />So (m PRECAST <br />W7 <br />721 <br />400 <br />e'4' (M PRECAST <br />3W <br />m <br />un <br />m <br />2M <br />La, <br />37" <br />T4" Mn PRECAST <br />743 <br />T4' Mn PRECAST <br />424 <br />634 <br />303 <br />T4' On PRECAST <br />2m <br />"a <br />2m <br />2W <br />20L <br />mW-V <br />(112-) PRECAST <br />554 <br />VI' (112-) PRECAST <br />3W <br />512 <br />230 <br />FW (112) PRECAST <br />, <br />1474 <br />to <br />mm <br />m1,ate <br />JIWW� <br />as <br />11O <br />214 <br />L+e <br />1S4' (126) PRECAST <br />476 <br />NEZR10'4" <br />(12E) PRECAST <br />284 <br />401 <br />180 <br />1S4" (126) PRECAST <br />ea <br />t,s <br />1st <br />2011 <br />,tp <br />,4n <br />,m <br />2m <br />2m <br />114' 1 PRECAST <br />38') <br />302 <br />114" 1 <br />(W) PRECAST <br />200 <br />462 <br />164 <br />114- (13BD PRECAST <br />eat <br />nm <br />IV <br />tM <br />IM( <br />tars <br />,m <br />aa" <br />2+s <br />1" (144') PRECAST <br />337 <br />12'-0' (1M� PRECAST <br />2M{ <br />402 <br />197 <br />17-0' (1M� PRECAST <br />TM <br />m <br />1t <br />t <br />,m <br />ea <br />132 <br />, <br />,s/ <br />LN <br />I" (16n PRECAST <br />20 <br />1" (1W) PRECAST <br />217 <br />324 <br />110 <br />134' (10n PRECAST <br />41e <br />m <br />am <br />7w <br />ep <br />, <br />tm <br />4n <br />4O <br />M. <br />11s <br />141 <br />, <br />1s7 <br />14'-0" (IWI PRECAST <br />27B <br />11 (10" PRECAST <br />206 <br />203 <br />10D <br />IN-V (10" PRECAST <br />m <br />m <br />m <br />7s <br />m <br />tm <br />110 <br />4M <br />7tt <br />tm <br />+ <br />In <br />14'-8' (176� PRF8IRESBEO <br />N.R <br />1V4' (17r) PRESTRESSED <br />N.R <br />284 <br />91 <br />14'4' (176) PRESTRESSEDm <br />m <br />m <br />m <br />m <br />m <br />n2 <br />m <br />es <br />m <br />it, <br />1734 <br />1B4" (184) PRESTt� <br />NA <br />1VW (164') PRESiRE� <br />N.R. <br />2W <br />83 <br />184' (164D PRESTRC� <br />m <br />m <br />313 <br />m <br />m <br />1n <br />4m <br />In <br />m <br />Mi <br />tm <br />1T-4" (206') PRF8TR688ED <br />NA <br />1T4' p'66'1 PRESTRESSED <br />III <br />N.R. <br />194 <br />64 <br />me on PREFI1' <br />tm <br />a2 <br />m <br />306 <br />406 <br />m <br />st <br />m <br />m <br />m <br />tat <br />W3 <br />do <br />IW 4" p82) PRESTRESSED <br />N.R. <br />18'-4" Mn PRESTRESSED <br />N.R. <br />148 <br />82 <br />184' (2229 PRESTRE8M <br />is <br />IN <br />m <br />m <br />30 <br />421 <br />447 <br />m <br />M <br />N1 <br />M <br />747 <br />12V <br />214' (265� PRF87RE98ED <br />N.R <br />214' RM PREWMESIED <br />N.R. <br />125 <br />42 <br />21'-C wn PRE <br />142 <br />142 <br />m <br />m <br />30 <br />m3 <br />m <br />m <br />4O <br />72 <br />m <br />lee <br />m <br />,m <br />22'-0' 9 PRESTRESSED <br />NA <br />�'� 274" (264D PRESTRESSED <br />N.R. <br />110 <br />40 <br />22'4' (Z#4D PRE8TRE88E0 <br />7A <br />tm <br />m <br />i71 <br />4p <br />m <br />m <br />tIT <br />1s <br />m <br />m <br />m <br />2w <br />eta <br />as <br />m <br />410 <br />m <br />42 <br />m <br />m <br />24'-0' 61ee') PRESIA688E0 <br />NA <br />2Y-0' Mn PRE3IRE38ED <br />NA <br />S1 <br />39 <br />NO P M PRESTRESS® <br />124 <br />m <br />m <br />4p <br />m <br />to <br />an <br />is <br />m <br />4a <br />m <br />m <br />,ap <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 "SAFE LOAD TABLES' BY CABR:RETE MAY 2015 EDn10N - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUER STATED AWA <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MIMAM4 M 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 />'Im��ll�l��L <br />'0000�0 <br />lom0000m <br />10��0�1 <br />�m00�00 <br />mo®cam+©mom <br />!!!l�7�BLC70®Or'7 <br />0®Om�00 <br />m0�0�100 <br />mmo©©C�'"C'u3"1 <br />0000�00 <br />ommoo�tQ <br />00m0©!0 <br />ommom�t!Q! <br />oom©oov <br />Os�00m1011lF <br />oommmoo <br />®omomov <br />©omomoo <br />�Om00®0 <br />D�mm0�0 <br />000©0�� <br />D�m0�m0 <br />®mmm000 <br />D��mm00 <br />.� 8F18-1 T10MIOB 8f18- � ( <br />2 1T/OM/OB <br />1 <br />7a �� .1 <br />y GT # <br />41 <br />U.N.O. PROVIDE B62 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 18'-8" <br />4 <br />) <br />t �--- <br />t I I <br />4 L--J <br />3 <br />�Y <br />i <br />h Al <br />g <br />3 <br />GT <br />= <br />�w <br />% <br />`��. 4"' <br />r^ <br />8Fi6-1T/0M/0B <br />r <br />a� <br />8FiHEBER- <br />6-1T/OMIOB <br />SF16-1T/OM/OB � ) <br />1 <br /><y <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />ac,78aiv ae I.oT: <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROMCCT/I <br />04128.002-08181 <br />MODELA <br />3EFB <br />"2447-ROBIE" <br />0ARAdffi 9MINO: <br />LEFT <br />PALM <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN <br />50 MPH EXP. 11 <br />DA 10/09/19 <br />8CALE: t/4" = 1'-0" <br />sxsa"a' <br />s5 <br />