Laserfiche WebLink
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 tl2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 1Od x 1 1/2• HOG NAILS. WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Od 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 />S. 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 CAS T -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 Q 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 DE✓CWPTION REMARK <br />O (2)2X8 <br />BEAM SCHEDULE <br />INOM INDICATES OPENING BELOW / T.O.B. =TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O,$ = 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 />(PI) <br />WZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />J <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />Sx16 <br />(1)l5 <br />(1)a61 <br />WA <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8x8 <br />I 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 />41m`�aSm <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />aSq <br />SAFE <br />OAD <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />I Rso <br />wN <br />sta <br />wool <br />alo4e <br />waae <br />weal <br />TYPE <br />LENGTH <br />Slk <br />ROM <br />TYPE <br />LENGTH <br />— <br />war <br />—it <br />roar <br />dart <br />roar <br />wm4T <br />wosr <br />rm4T <br />I wool <br />wnrt <br />wear <br />dart <br />1 Roan <br />SUS <br />wall <br />wlaw <br />wall <br />wool <br />w4I-w <br />wwo <br />rims <br />ad 14=1 PRECAST <br />2281 <br />i <br />aNa <br />fie <br />SW <br />AM <br />%W <br />ad 142') PRECAST <br />1078 <br />1021 <br />t698 <br />ad (42•) PRECAST <br />im <br />soni <br />4m <br />i <br />fie <br />7m <br />i <br />i <br />fill <br />1e7 <br />W4 <br />WildI1m <br />Im <br />i <br />I i <br />4M <br />i <br />4w <br />7w <br />4'd Na') PRECAST <br />Imfill <br />i <br />Dal <br />i <br />i <br />w <br />nM <br />ow <br />rd (4n PRECAST <br />7S6 <br />788 <br />1809 <br />rd Ne') PRECAST <br />no <br />ani <br />us4m <br />i <br />wo <br />ma <br />i <br />Ii <br />low <br />tm <br />i <br />I i <br />pa <br />4m <br />i <br />on <br />rd (N-) PRECAST <br />1m <br />I'm <br />mo <br />en <br />ae <br />an <br />ee <br />i <br />1 rd PRECAST <br />692 <br />891 <br />1075 <br />fd Mn PRECAST <br />Iw <br />po <br />10w <br />ISM <br />4w <br />4MI <br />am <br />no4m <br />fill <br />?wrn <br />low <br />am <br />Im <br />Im <br />i <br />aw <br />i <br />4w <br />47/1 <br />en <br />F-CIm <br />or) PRECAST <br />1217 <br />i <br />am <br />i <br />ON <br />94• (a.) PRECAST <br />411 <br />411 <br />'146 <br />94• (8n PRECAST <br />,ow <br />, <br />ma <br />i <br />Isis <br />mfin <br />i <br />fa47 <br />tfia <br />17w <br />» <br />i <br />i <br />m1 <br />4m <br />S-1C (10 / PRECAST <br />+06i <br />Its <br />,m <br />INN <br />i <br />i <br />m <br />awa <br />8•-10• m PRECAST <br />340 <br />3E9 <br />SIR <br />a-10- (M( PRECAST <br />w <br />i <br />7q/ <br />i <br />Mp <br />111 <br />i <br />4m <br />m <br />Iaa <br />I i <br />i <br />m <br />I i <br />41a <br />rd cm PRECAST <br />owun <br />man <br />am <br />i <br />all <br />m <br />i <br />rd C78') PRECAST <br />607 <br />M1 <br />40 <br />rd (mil PRECAST <br />m <br />i <br />i <br />an <br />wa <br />i <br />i <br />m <br />/w <br />I i <br />I i <br />all <br />I i <br />I all <br />Td On PRECAST <br />'143 <br />ml <br />Im <br />ma <br />i <br />i <br />fifi <br />i <br />Td (90') "MAST <br />424 <br />6S4 <br />Td (90•) PRP3'116T <br />m <br />mf <br />oil <br />Im <br />i <br />i <br />i <br />am <br />4wa <br />7a <br />i <br />/w <br />I i <br />i <br />1 m/ <br />i <br />a4• (112") PRECAST <br />664 <br />m <br />!me <br />Im <br />i <br />4m <br />i <br />all <br />P4• (11T) PRECAST <br />828 <br />612 <br />280 <br />a4• (11T7 PRECAST <br />w <br />m <br />1 <br />all <br />i <br />m <br />an <br />tw <br />i <br />i <br />i <br />on <br />m <br />I Im <br />I ISO <br />i <br />1 i <br />ell <br />tad 1 <br />( <br />476 <br />m <br />m <br />,an <br />i <br />1fm <br />alw <br />i <br />tOd (128� PRECAST <br />2N <br />40t <br />18D <br />tad (12� PRECAST <br />m <br />an <br />w <br />, <br />, <br />w, <br />w <br />tm <br />tea <br />i <br />im <br />4p <br />ON <br />m <br />I two <br />/4n <br />IMA <br />i <br />ell <br />i1V' (1ST PRECAST <br />S82 <br />m <br />w <br />1m <br />UN <br />i <br />as <br />4m <br />1I'd (13r) PRECAST <br />200 <br />482 <br />154 <br />11W (13r) PRECAST <br />04 <br />w <br />m <br />tm <br />1m <br />m <br />on <br />i <br />Iw <br />am <br />I as <br />41110 <br />4" <br />m <br />I mael <br />witeel <br />taw <br />*"I <br />as <br />(144•) PRECAST <br />317 <br />w <br />m <br />/p <br />i <br />am <br />i <br />i <br />124r (1M') PRECAST <br />244 <br />4012 <br />IV <br />trd (14f) PRECAST <br />470 <br />4e <br />m <br />m <br />, <br />"istrd <br />w <br />w <br />7p <br />Iw <br />ao <br />i <br />m <br />m <br />m <br />I w <br />Ingel <br />Saw <br />Mo, <br />i <br />1rd (18r) PRECAST <br />29S <br />471 <br />m <br />Iw <br />Im <br />Im <br />er <br />i <br />I,.,(18D') PRECAST <br />217 <br />S24 <br />110 <br />tr4• (18D') PRECAST <br />4w <br />m <br />w <br />m <br />p <br />I <br />Im <br />m <br />tw <br />"a <br />NOW <br />nu <br />i <br />4r <br />4e <br />7e <br />tw <br />1e7 <br />1fd (18r) PRECAST <br />2"442 <br />a4 <br />m <br />tm <br />i <br />tw <br />as <br />1Am <br />trd (188� PRECAST <br />206 <br />2p <br />100 <br />14'd (78n PRECAST <br />w <br />m <br />m <br />m <br />m <br />tm <br />m <br />we <br />i <br />Iw <br />!W <br />7aa <br />410 <br />4e <br />1 m <br />i <br />te7 <br />tfd (111T) PREilRLBBED <br />NA <br />Ill <br />wl <br />M <br />M <br />M <br />M <br />Ill <br />W-r (178•) PRFS IVNE) <br />NA <br />2S4 <br />91 <br />14•d (7M) PR» <br />p <br />m <br />p <br />m <br />m <br />I med <br />wa <br />m <br />m <br />m <br />IIfi <br />tm <br />4e <br />m <br />,w <br />tm <br />i <br />7i11, <br />all <br />1B4• (1S4') ABIII®8ED <br />NA <br />IIl <br />M <br />M <br />Nit <br />w <br />MA <br />Ill <br />lai• (/81D PRESTR®8FD <br />NA <br />269 <br />a/B4. <br />""I PRESTRESSED <br />p <br />m <br />m <br />m <br />m <br />I w <br />O <br />m <br />m <br />at <br />i <br />412 <br />Ito <br />tm <br />Im <br />i <br />i <br />7aa <br />1T4• 0Dr1 14189TIEs® <br />NA <br />Iw <br />M <br />M <br />M <br />M <br />M <br />1T4. 04001 PMMF400 <br />NA <br />104 <br />M <br />1Td Rag PR®1R®SED <br />w <br />w <br />m <br />m <br />m <br />m <br />w <br />M <br />m <br />m <br />an <br />m <br />un <br />m <br />w <br />m <br />tm <br />ww <br />Ila <br />ew <br />ir4' (�) PRF <br />N'R' <br />m <br />w <br />M <br />Iw <br />w <br />wl <br />Ill <br />ta4• Mn PSESTII� <br />NA <br />148 <br />62 <br />tr4' t l PRED <br />w <br />w <br />m <br />m <br />m <br />m <br />4a <br />m <br />as <br />w <br />40 <br />w <br />tm <br />m <br />m <br />m <br />Iw <br />tm <br />tw <br />t7w <br />21V' 07&r) PRbTREA� <br />NA <br />M <br />Iw <br />MI <br />MR <br />Ill <br />M <br />Ill <br />21.4• Gm7 PAE6111fl� <br />NA <br />126 <br />D <br />21'd R88•) PRE <br />/e <br />w <br />O <br />m <br />m <br />m <br />m <br />to <br />w <br />m <br />w <br />1. <br />i <br />,4e <br />Ill <br />w <br />m <br />m <br />as <br />w <br />2rd ( ') PRINTRPlSED <br />NA <br />Iw <br />lw <br />Ill <br />IR <br />wl <br />Iw <br />tw <br />2zd <br />NA <br />118 <br />b <br />22'd R849 PRF3I <br />w <br />w <br />m <br />m <br />m <br />fil <br />14"- <br />m <br />,o <br />al <br />m <br />w <br />wa <br />Im <br />Im <br />(�1 PIIAS7R1®® <br />NA <br />Nl <br />Ill <br />M <br />M <br />Ill <br />M <br />M <br />2Cd Pa99 PRE87T <br />NA <br />97 <br />87 <br />2rd Gb99 PRE <br />2 <br />wI <br />T111r <br />m <br />m <br />w <br />m <br />as2rd <br />m <br />m <br />m <br />m <br />w <br />w <br />tm <br />tm <br />(a) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(0) 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 VALL13 TAKEN FROM •SAFE LOAD TABLET BY CASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR R9iCEND VALUES RATED ABOVE <br />• ALL PRECAST PRODUCTS ARE TO SE *WALLED PER wMAffACMiAS WECFMTiOPR • PROVIDE IM4BA C OF BEARING PAST EACH SIDE OF AVSDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE l: IM126.03 <br />FIRST 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.ebdoolin6roDP.tom <br />L AA 8: 0003325 <br />a <br />Y <br />C <br />�e <br />Y <br />sUBDIV. 411a LOT <br />ABBOTT PARK <br />LOT 11 <br />BILK 7 <br />FROJi)CT/1 <br />04181.000 11072 <br />RAO <br />MODZIA <br />4EHB <br />°2605—HAYDEN" <br />OA! 8 wwo: <br />RIGHT <br />PAOM: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />60 MPH EXP. <br />