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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 112"HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 />5. 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 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.O. = 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, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(Pei) <br />WkH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8.8 <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 />`-I-* Pe <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />o-mM'GM1m <br />S'�PLF°A° <br />tGr6.`jww <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />m%4e <br />rim <br />mew <br />4rm <br />va$a <br />ePma <br />waft <br />TYPE <br />LENGTH <br />BUB <br />� <br />RCMU <br />TYPE <br />LENGTH <br />V114T <br />e4e-2T <br />SM24T <br />9120 <br />pmfT <br />vim <br />fnm1T <br />same <br />WA447 <br />eaw7 <br />9-MIT <br />owu <br />V3b-IT <br />puff <br />$US <br />0643 <br />WWI <br />pm" <br />VMS <br />IF24-IB <br />UWIB <br />caste <br />14• (42� PRECAST <br />2281 <br />2w <br />a" <br />#M <br />ew <br />am <br />mm <br />tat <br />9d N2') PRECAST <br />1026 <br />7024 <br />768E <br />9d (42-) PRECAST <br />Iw <br />aw <br />m" <br />4m <br />mm <br />e,32 <br />"M <br />aw <br />4m <br />M" <br />7M <br />ION <br />tmw <br />Nw <br />Iw <br />2w <br />UM <br />4t/4 <br />ew <br />Mm <br />Net <br />4'-0' (46') PRECAST <br />19eB <br />2m1 <br />eel <br />3tl <br />4w <br />wf <br />7m4 <br />elf <br />4d (46� PRECAST <br />7e6 <br />7e3 <br />1305 <br />4"d (46� PRECAST <br />Iw <br />mm <br />mm <br />m" <br />Oaf <br />mm <br />KIM <br />M <br />4w <br />et13 <br />7"7 <br />m74 <br />"2M <br />t,w <br />lam <br />tm <br />m10 <br />fete <br />4w <br />mm <br />4m <br />Yd (�' PAFC/18T <br />teM <br />,w <br />21" <br />mM <br />WO <br />4w <br />am <br />m" <br />4d (54-) PRECAST <br />692 <br />591 <br />10" <br />*W (6'4') PRECAST <br />tea <br />2w <br />VV <br />3176 <br />4w <br />m, <br />ma <br />27m <br />4115 <br />M" <br />7"7 <br />eat <br />1w4 <br />l,w <br />im7 <br />2040 <br />sw <br />sm <br />4m <br />47f1 <br />sae <br />84• (#47 PRECAST <br />1217 <br />1w <br />14m <br />Iw <br />2w <br />Ma <br />aem <br />4am <br />S-4' lRM9 PRECAST <br />411 <br />411 <br />746 <br />94' (e49 PRECAST <br />/0" <br />171 <br />me <br />mm <br />amps <br />mM <br />4tl <br />Ion <br />mm <br />am <br />leN <br />f <br />tw <br />1716 <br />22a <br />mm <br />mm <br />11M <br />4tl <br />V-fo• C/0") PRECAST <br />1082 <br />llm <br />1173 <br />Im/ <br />m00 <br />2w <br />aw <br />a4m <br />810 (10') PRECAST <br />210 <br />22S <br />Ste <br />9-tO (70) PRECAST <br />w <br />ten <br />2w <br />ale <br />mm <br />410 <br />1w <br />2tl <br />4w <br />11m <br />1461 <br />etl <br />w <br />,m1 <br />20m <br />mm <br />eta <br />mm <br />4"a <br />9d (769 PRECAST <br />908 <br />I= <br />2m <br />am <br />w1 <br />am <br />4w <br />mM <br />6,4• p6') PRECAST <br />607 <br />721 <br />4S0 <br />Vd (76') PRECAST <br />w <br />, <br />2tl <br />2mt <br />m <br />,tl <br />stn <br />am <br />w, <br />mm <br />etl04 <br />w <br />74a <br />Iw <br />2tl <br />27e0 <br />amt <br />a" <br />r4' (M PRECAST <br />743 <br />,Ott <br />ttm <br />2tl <br />2w <br />mm <br />afet4a <br />wee <br />r4' Rn PRECAST <br />424 <br />634 <br />So <br />r4' on PRECAST <br />727 <br />1 <br />1 <br />ma <br />atl <br />,Mf <br />,im <br />wf <br />aw <br />mM <br />e <br />4m <br />a7 <br />1224 <br />law <br />I 2tl <br />2m <br />2127 <br />atl <br />94' (11 PRECAST <br />664 <br />m <br />f7m <br />Itl <br />2w <br />SM <br />m" <br />mm <br />(112') PRECAST <br />320 <br />512 <br />230 <br />I'4' H1� PRECAST <br />mf <br />me <br />tt <br />I44 <br />1M <br />21a <br />2m <br />mI2m <br />tea <br />26" <br />3M <br />W94• <br />m1 <br />w <br />"1s <br />I Ion <br />Im <br />2214 <br />m" <br />1C4• (1281 PRECAST <br />475 <br />w <br />w <br />1m7 <br />2ma <br />21" <br />210 <br />2w <br />lad (126") PRECAST <br />2e/ <br />4M <br />180 <br />1 '4• (12e') PRECAST <br />w <br />w <br />ow <br />1 <br />114M <br />/ <br />2Mf <br />e0 <br />tam <br />,w <br />mm <br />2m <br />ON <br />w <br />w <br />,+a <br />uTs <br />77m <br />mw <br />ma <br />11'4' (139') PRECAST <br />3a <br />w <br />w <br />1w <br />1m <br />2m <br />1,a <br />4w <br />1I'4• (12e') PRECAST <br />280 <br />452 <br />154 <br />ll'-C (131M PRECAST <br />474 <br />am <br />w <br />1w <br />to <br />,6 <br />17m <br />m <br />w <br />Iw <br />160 <br />2423 <br />elf <br />4w <br />4" <br />m7 <br />I mat. <br />I Im <br />"" <br />1m <br />21a <br />1rd (144') PRECAST <br />337 <br />w <br />an <br />13" <br />1w <br />2/m <br />mm <br />mm <br />Ird (1"') PRECAST <br />244 <br />402 <br />IV <br />Ird (I"') PRECAST <br />470 <br />w <br />7m <br />w <br />1 <br />tw <br />w <br />m <br />/2m <br />IOU <br />2m <br />tw <br />aam <br />4m <br />w <br />w <br />Iw <br />Im.J <br />Ism, <br />sm. <br />18'4' (160') PRECAST <br />SSe <br />m <br />7m <br />,m1 <br />1426 <br />Iw <br />a" <br />2w <br />I IS-4• (IW) PRECAST <br />217 <br />324 <br />110 <br />IS-V (IW) PRECAST <br />4" <br />w <br />w <br />7M <br />w <br />, <br />lea <br />m <br />7m <br />fm6 <br />"m <br />ISM <br />23" <br />2w <br />40 <br />40 <br />M <br />Itm <br />lmi <br />14'd (1ee� PRECAST <br />ZN <br />u4 <br />70e <br />ION <br />an <br />iw <br />2w <br />mm <br />14'd (7ee� PRECAST <br />T06 <br />SS9 <br />tOD <br />U'd (teed PRECAST <br />w <br />w <br />w <br />T" <br />w <br />t <br />ttm <br />4m <br />706 <br />tw <br />tam <br />Nu <br />21a <br />mm <br />4" <br />40 <br />717 <br />fm <br />1w <br />14'd (17M) PRE <br />N.R. <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />14'd (IM PRESTRESSED <br />NA <br />204 <br />91 <br />IV-r (t799 PRE81 <br />m1 <br />w <br />304 <br />w <br />tl <br />w <br />m <br />w <br />tl <br />m <br />," <br />,let <br />17" <br />4m <br />7m <br />la0 <br />ON <br />2w <br />2M7 <br />a" <br />19.4• (1041 PRESTRESSED <br />N.R. <br />m <br />m <br />"" <br />m <br />"" <br />"" <br />W <br />194' (164') PREF E8� <br />N.R. <br />266 <br />e3 <br />194• (164') PRESTRESSEDtl <br />m <br />w <br />4m <br />ne A <br />W7m <br />w <br />Mt <br />t <br />"m <br />4" <br />710 <br />I= <br />f7m <br />2m <br />mD <br />Isla2m <br />Ir4• PRESTRESSED <br />N'R' <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />Ir4' Cge9 PRE81 <br />N.R. <br />194 <br />e4 <br />Ir4• Cwe') PRESTRESSED <br />w <br />w <br />4m j <br />m, <br />w <br />7m <br />m <br />w <br />w <br />w <br />ftl <br />tw <br />tw <br />2"T <br />194'm <br />Mn(29n PRE <br />N.R. <br />m <br />mf <br />m <br />m <br />194• RM PRESTRESSED <br />KP <br />148 <br />52 <br />IV-4- on PRtSMES8FD <br />"2 <br />IS$ <br />2 m <br />w <br />w <br />40 J <br />40 <br />mfw <br />Ow <br />"1 <br />e47 <br />747 <br />Im <br />tl <br />Alm <br />m <br />foe <br />/m2 <br />fw <br />1ne <br />21"4. Mn PRESTRESSED <br />N.R <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />21'-{' 12ee9 PRESTRESSED <br />NA <br />12D <br />42 <br />21'4' Mn PRES7%eB� <br />/m <br />1m <br />204 <br />>m <br />as <br />m <br />w <br />m7 <br />4m <br />rn <br />w <br />w <br />w <br />,w <br />10 <br />w <br />w <br />w <br />1114 <br />tw <br />Iw <br />SSN G 1 PAE87tES8m <br />NA <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />Srd 0641 PRESTRESSED <br />N.R. <br />114 <br />40 <br />2rd (2541 PRE4TRESSE) <br />IV <br />,a <br />1a <br />m <br />w <br />me <br />m <br />m <br />4m <br />w <br />w <br />w <br />w <br />w <br />1m <br />Me <br />w <br />7" <br />t"7 <br />tw <br />1w <br />24'd 0 "1 PRESTRESSED <br />N.R <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />2Nd R6e9 PRESTO <br />N.R. <br />91 <br />&9 <br />24'd am PRESTO <br />t24 <br />Im <br />1m <br />m2 <br />w <br />m <br />30 <br />w <br />Of <br />w <br />4m <br />m <br />ef/ <br />m <br />Im <br />2m <br />4m <br />6" <br />6M <br />Dam <br />fat <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 MAY 2015 EDITION - PRECAST PRODUCTS BY OTTERS TO MOTOR EXCEED VALUES MATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MIND M 4- OF BEARING PAST EACH SIDE OF WINDOW OPENM <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F,E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BL <br />L0NGW00D,FL32750 <br />PH: 407-7744G078 <br />FAX: 407-774.4078 <br />www.abdoslgngroup.com <br />L AA #: 0003326 <br />y <br />C <br />SLTsaIV & LOT: <br />SILVERADO <br />LOT 20 <br />BLK 18 <br />PR0JECT4�4 <br />04128,002 20181 <br />uoasu <br />4EBB <br />"1828-CALM" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />