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------------------------------- _--- _--- ____----- *____ <br />1 SF16.1T/OM/1B BF1 <br />10'_2" <br />1 � <br />1 0' <br />1 'Y <br />DI AH7T ,� <br />8F16-lT/0M/0B % 8F16-1T/OM/OB <br />1 <br />a' 6° <br />1 <br />1 <br />, <br />1 <br />1 <br />m <br />, <br />� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />m <br />0 <br />1 <br />Ety <br />' <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />� <br />1 <br />1 <br />A <br />1 <br />� 1 <br />1 <br />♦ 1 <br />1 <br />, <br />1 <br />8F8 <br />1 <br />1 <br />1 <br />1 1 <br />1 <br />1 1 <br />40 <br />; <br />1 <br />1 <br />1 <br />1 <br />T' <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />BF15" OM/OB <br />1 <br />1 <br />6 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />♦ <br />i <br />8F16AT/0W084.'BY'"' <br />4.$,. <br />r- - - - - - <br />- - - - - - - <br />J <br />I <br />J* I <br />I <br />♦ I <br />I I I <br />I � I <br />♦ I <br />0 <br />1 <br />I � I <br />f I <br />-------------J <br />i <br />♦ <br />U.N.O. PROVIDE BB1 WHERE ROOF <br />TRUSSES BEAR ON TOP OF WALL <br />EL. 9'4" <br />8F36-1 T/OWl B <br />17'4" <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />y <br />GENERAL NOTES <br />1.)CDOES <br />1.1 FLOPoDA WUL CODE ]tl, EDT M, = RESIM"N SECTKxib R4 .2 A R646. <br />1.2 FLOPoDASULOIND CODE,]MEDITION,20203UILDW,SECTIONSIMI.282101. <br />13 SULLDINGMMMQIAREMENTSFORRE1NFdRCEDCONC W(ACI314-14). <br />14 <br />SUILdNO CODE REQUIREMENTS A!lD bPECIFlCATON FOR MASONRY STRUCNRES <br />40ma-ls) <br />1.5 OTHER OM ER SN SOCIETYCTUOF ENGINEERS MINW#1L1 DE61GN LOAD6 FOR BUILdN05 AND <br />TRUREb (ASCESCE ]-18). <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT2B DAYS: <br />2.1.1 PRECAST WPRESTRRO REINFO RMME TT Pbl MIN. <br />2.1.2 PRE -CART WiPRESTRE88 REINFCACEMENT-8000 PSI <br />2.PESTM GTI-3000 PSIwMAx. Ya'A(KRLEGAlE, B'TO 11'SLLMP. <br />23 EI OR WEARS: <br />21.1 STELPCD IN PRCT LNL AT H OFMPoCTN <br />ABTM M15'MIRN (GRADE 80) <br />232 STEEL IN LINTEL MGRADE KOUT BLOCK �IACED IN HELD) <br />ABTMSSTRA DS(GRAPE40). <br />23 PRESTITAIL REINFORCEMENT <br />STRE38RE 1318E1ED 270 K51 <br />2.5 DETAIL REINFORCEM IN ACCORDANCE WITH AG STAK <br />2A CONCRETINGOPE AIDS3BHALI COMPLY WITi ACI aTAlDPA0.9. <br />2E DI.B MARE PERMTM A1pWA1G6NA <br />3) MASONRY: <br />3.1 MINIM TETMEACUMTS(CMU)SMALL CONFORM TO ASTM CiO, NORMAL WEIdR WITH <br />MINIMUA NETAREA COMPR@SSNE STRENGTH IO FOR <br />33 MORTARSHALLGVHFORMIOMTM Gz]O ttPE MORS <br />3A FULL MORTAR JOINTS ARE REOl4RE0 <br />3.4 BELEMINIMUM THAN <br />2)Mi. CASOMW MVE NGTE SITNOFCMSMIDMORTM SHALLNOT <br />BE LE38 THAN FT4.2O0 PSI. MASONRY STRENGTH SHALL BE ESTABLIBH@D BY TME'UNIT <br />STRENGTH ALTEMNALY. BY THE 4PoSM TEST METHOD'WHERE L6M <br />REWIREMENis HAVE NOT BEENMET. <br />4) STRU <br />4.1 SAAM FE LOAD VALUES ARE F 4' MR N UEELS WNING A BEARING OF a• AMTM A REST M <br />ACCEPTABLE BEA OR <br />OF 4• PER FLGRIM CODBUILDINGDOGE .2 E BUILDING, <br />UIXJ, G, SECTION <br />21 A <br />SECTION D VALUES <br />BASEFLOD <br />ON WILORATIONAL <br />CODE TM EDITION, PER <br />BtxLd 14 AND <br />TKx12f04.1 <br />43 SAFE LOAD VALUES LIAM ON RATIONAL DESIGN ANALYSIS PER Ad LOAD TABLES <br />S B 402.18 <br />43 DESx3NERMAY MAXIMU RESISTING <br />CONCENTRATED LOADS HEFROM THE SAM DISTANCE <br />TMY FROM <br />CALCULATING MAKIMUM RESISTNG MOMENT MID SFIEM AT d DISTANCE AWAY FROM THE <br />FACE OF THE SUPPORT. <br />4.1 FOR LINTEL LENGTH AT SA• OR GREATER, VERTICAL CELL H LLEDEND SOLID WITH GROUT AND <br />MINIMUM ONE(1)E GREATER <br />THAN <br />ISREQUIREDATEACHENDRO IDELIEEL. <br />4S SN1EL8TNAT AREGREATER TWIN I DAYS EAR FTERGR MUSTBE NIENT. DIEMPCRARY <br />SUPPORT NOT BE REMOVED UNTL2DAYS AFTER OROUTPLACEMENT. <br />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 1/Z' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/Y' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 1 12" HDG NAILS, FILL ALL HOLES. <br />Z 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 />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (Al"). <br />9. 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 />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2' <br />MEMBERS TO WALL WITH HILTI X-ZF POWDER ACCTUATED <br />FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER ® 16' O.C. <br />11. TRUSS REACTIONS AND UPUFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'dY', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />1Q <br />(2)2X12 <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 />(fc <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />13TM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />rxal <br />0#5 <br />GROUTED SOLID <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x12" RECESS DOOR HEADER <br />c, e•A <br />oR <br />ee, Me <br />oP <br />� <br />amo n, <br />1Zw.5N1AE <br />(21Ra3 <br />rzl wSN,RE <br />mno <br />FRECA31 <br />mw.5vnae <br />mR.2 <br />mw.swwE <br />(2). <br />nro <br />a1w.5YnAe <br />mra.3 <br />mw.SwwE <br />Mm <br />(2)N-RE <br />MN <br />mw.SrhRE <br />mw. <br />(2)N-E <br />MR <br />mw.SYARE <br />m. <br />01-E <br />0)noz <br />(21w.5vnae <br />R)NR. <br />lA-mw.SYRRE <br />tz)N... <br />mw.SY«RE <br />mw., <br />mw.SYnRE <br />m,N.+ <br />a, w.SYaRE <br />(zl w.. <br />mwSvnRE <br />mom., <br />1zlw5YnRE <br />mno., <br />ludo <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl6" RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x32" RECESS DOOR HEADER <br />H:eue] <br />m <br />mw.SYmeE <br />¢Iw <br />essrrr <br />mmmm N.... <br />12)w <br />wwwww.s..SaSS <br />rvrYRnA„AnftRRaRREEEFE <br />Hx�NR«. <br />ono... <br />» <br />,omo <br />,0000 <br />(zw <br />m((mmm22)1 <br />(11mm1Z2221)1 <br />(21w <br />R <br />..3, <br />m ww <br />wY <br />n 4 <br />mw.aw� <br />mnR.. <br />mwS E <br />1 m 4 <br />mw.a wRE <br />mR"., <br />A R C N I T 8 C T i <br />6 <br />Grousi In <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />AA N: 0003325 <br />yh <br />of <br />U <br />x <br />F <br />a <br />susDly & w <br />SILVERADO <br />LOT#11 <br />BLK#10 <br />PROJECT#► <br />03719.001-11101 <br />MODEL.• <br />2045-IANTANAR <br />GARAGE BWWG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />50 MPH W. <br />