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-----------------------------------------------E---- <br />�, 8F18.1T/0MI16 g� FT/p <br />1 10,_2. 13,•6. <br />1 <br />1 % <br />1 1° � <br />O• <br />1 ^. <br />1 AH7T <br />1 ED 8F16-lT/0M/OB % 8F16-lT/0M/0B <br />1 4'-8" 10'4' <br />1 <br />1 <br />1 <br />1 <br />0 <br />, <br />� <br />%% <br />1 <br />%% <br />1 <br />1 <br />% <br />1 <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 />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 />o <br />1 <br />Qa <br />1 <br />1 <br />� <br />1 <br />1 <br />1 <br />1 � <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />A <br />1 <br />1 <br />1 <br />1 <br />1 <br />,4* <br />1 <br />8F8-110MI0B <br />1 <br />5 D" <br />1 <br />� <br />%% 1 <br />1 <br />1 <br />1 %% 1 <br />�� <br />1 <br />1 1 <br />1 <br />1 <br />1 <br />1 IL-1. <br />EEETEEE -r <br />1 <br />1 <br />1 1 1 <br />BF16.110M/08 <br />1 <br />6 <br />1 1 <br />1 <br />I 1 <br />L--------- L --------- J 1 <br />8F16-1TIOM/013 =r� 4'4'-6'" <br />-8" <br />r--------------� <br />� � I <br />I � ( <br />I ; I <br />I � I <br />I � I <br />I � I <br />I � I <br />I � I <br />j <br />I <br />U.N.O. PROVIDE BB1 WHERE ROOF <br />TRUSSES BEAR ON TOP OF WALL <br />EL. 9'-4" <br />8F36-1T/oWlB <br />T7'-4" <br />LIFT BEAM PLAN <br />SCALE: 1l4" = V-0" <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />GENERAL FATES <br />1.)COGEB <br />1.1 FLORIDA BIALDNG ODOE 781 EDITION,=1REBNEHr41L SECTIONS R4022& RISE. <br />12 FLORIDA, BLILDING OODE. 711, EDITION, A208U&DIND, SEUIONS IWI 2& 2107. <br />1.3 BUNDNG OODE REOUIREMEMB FOR IENFORCEO CONCNEIE(ACI 31"14). <br />1A SLIILDNG CODE REQUIREMENTS AND SPECIFICATION FOR MA.RONSY STiNCTIIRES <br />(TMS 402R82.16) <br />1.8 AMEPoCAN SOCIETY OF GNIL ENGINEERS MNR,R)M DESIGN LOADS FOR WLDNGS AND <br />OTHER STRUCTURES (ASCE 7.16). <br />2.)CONCRETEI <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYEI: <br />2.1.1 PRECAST WISTANDMD REINFORCEMEMd030 PSl MIN. <br />2.1.2 PRECAST WPRESTRESS REINFORCEMENTr PEI <br />2.1.3 GfAUT PER ABTA C4T8-3(EXIMIMMAX.31B'AGGREGATE.VT011'SLUMP. <br />22 REINFORCING BARB: <br />22.1 BTEFL PUCED N PRECAST LINTEL AT TNAE OF FABRICATION <br />ASTM MINA61M (GRADE W) <br />222 STEEL N LNTEL AND pAOA(OI1T BLOCK O'U IN FIELD) <br />ASTM ABILVABtMA ((WADE OIL23 PRESTEESB STRAWS ASTM MIS 7-WIRE, STRESS RELIEVED 270 MI <br />2.6 DETAL RENFORCEYEM NACCOWANCE WITH OG131B-14. <br />25 CONCN RETG OMFATKB NSIW.L COMPLY WTIH ACI STAWMDS. <br />2S D45 WIRE PER ASTM AIDWAIONM <br />3)MASONRY: <br />3.1 CONCRETE MASONRY UNITS (CM) SHALL CONFORM TO ASTM CAD, NORMAL WEIGHT WITH <br />MNIMUMNETAREAFORIA TO TYPE <br />-WO. <br />3.2 MORTARSHALL CONFORM TOA8TM C-2A TYPE MORE' <br />DINT3.3 FULL LM AGGREGATE <br />A DAY COMED <br />3.4 MNNLN HANP.- 2000 GY CASONRY 3NtENGTHSTRENGTH OFC ES ANDMORTARBY SHEL ffT <br />BE LESS NG iHMi PM- 2OR AL MASONRY STRENGTH SM BET METHOIT E THE 1NR <br />STREWTHMTS NA OR.ALTERNATIVELY.ATNELY, BYTHE TWSM TEST METHOf1 MERE UBM <br />REQUIREMENTS NAVE NOT BEEN MU. <br />E WL 4)STRL: <br />6.1 SAFE OADVALUES SEARING <br />OF BEDONL FLORIDAI IL NGA TTHING OF EDI(WITH ATION, <br />MINRESIDE <br />ACCEPTABLES.3 OR FLORIDA <br />BULDIWDODE 7M WLDI,G, ION2TML, <br />SECTION RBBB.B.3SRASED ON BAIDNC CODE 7T1. ANAIONLYSIS <br />AACI318-14 AND <br />TgI402-16 <br />42 WE DESIGNER <br />VALUESEALL STD ON RATIONAL DESIGNDII FROM <br />THE <br />AE LOAD <br />ABL $ B 402-18 <br />4.3 DESKGNER MAY EVALUATE CONMOMENT <br />A LOADII THE DISTAH AD WAY FROM <br />FACE <br />CLAATHE MAXSM)M gE818TWG MOMENT AND STEM AT4DISTANCE AWAY FROM Tiff <br />FACE OF THE SUPPORT. <br />4A FOR LNTELLEWTH ATERM&REWtIS RVERTIC AT EACH LLEDEND Of OLID <br />UNTEL.ITH IXRAW <br />MNNUM OTff (I) x& VERTx:AI gEBAR M REWIRED AT EACH END OF THE LNTEL. <br />4A TEMPORARY <br />8UO,WTBEREWVEDNIL2AYSFROUPAMM. FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d X 1 17 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 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 />& LINTELS SHALL HAVE 4' NOMINAL BEARING (4). <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 2X MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S38, .177' ° x 2 71W LONG, WITH WASHER ® 16' O.C. <br />11. TRUSS REACTIONS AND UPLIFTS 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 V-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />IC) <br />1 (2) 2X12 <br />BEAM SCHEDULE <br />REUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />WAH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8"XS' <br />(1)ti5 <br />GROUTED SOLID <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />WxB" RECESS DOOR HEADRR <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl2" RECESS DOOR HEADER <br />" <br />mw.ewRE <br />mNoa <br />(Mcm.- <br />mN_ <br />IEIN5VERE <br />M" 3 <br />tNa <br />P'.E-E <br />IZGN. <br />(21D.AWRE <br />MN <br />mwAwRE <br />M. <br />RGDAawgE <br />mw, <br />LEI-— <br />mN. <br />lal w.awRE <br />(1).E <br />12)w.a WIRE <br />M. <br />>aN <br />PNuaT <br />R)w.4wNE <br />plw.a <br />la)w.aWRE <br />IaGNo. <br />zaeo <br />Ala <br />IAMAwwE <br />(2)H".. <br />mw.aWREOq <br />m d.awME <br />mN",4 <br />rrff-ilETT <br />(z)w.awRE <br />mN>. <br />HN <br />TAT <br />GIN— <br />(z)Nc.. <br />w <br />AI <br />Goa <br />rr <br />(2)­­mNo.4 <br />aro <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xt6" RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x32" RECESS DOOR HEADER <br />1. <br />,Nw <br />,"N <br />p' <br />(I�vMI <br />•.mvoliwI <br />"<liuwn <br />"muroi <br />ota000 <br />I- <br />I <br />mFAEE-GeTr <br />mm.soE <br />GmINwA.a <br />(I2Z)l Nx"o.3a <br />wo <br />tzl w.awnaE <br />.. <br />zr <br />.PEcuT <br />awxe <br />a <br />ar <br />T <br />mw <br />M <br />12) A.- <br />12INa <br />m_._ <br />mN <br />mwewiA <br />mN <br />L4- <br />L)w- <br />M.w <br />Izw <br />z., <br />IEEEE <br />aREWT <br />mNs <br />MN <br />IMI <br />mw.w1AE <br />mN <br />ObS <br />T <br />mw.aWRE <br />M..20. <br />(al w.awAE <br />mNo.4 <br />T <br />mLHawPE <br />9)W 4 <br />m-mmAE <br />MIA <br />11 <br />-CAST <br />(2)w.aWRE <br />MN".. <br />vIEGAaT <br />1210..1.. <br />121No.4 <br />6.M <br />m <br />A A C N I T A C T A <br />G " In <br />41 N. RONALD REAGAN BL\ <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />AA M: 0003325 <br />8U9DrV & I,4OT <br />S ILVERADO <br />LOT: 9 <br />BLK: 14 <br />PROJECT#4 <br />03719.000- 09141 <br />WODEIt <br />"2045-LANTANA" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />50 MPH EXP. <br />DAIAT 01/28/21 <br />sCAIa: 1/4"=1'-0" <br />eiiEET <br />S 2 <br />