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�1 <br />- /1 B. 8F16-1T/OM/1S 8F16-1T/0W0B 8F16-1T/0 <br />7 M /OIBE <br />0TO13-6" 4'-6" 4'-6" <br />-- - -- 111 <br />I 1 <br />I 1 <br />i <br />1 <br />8F16-1T/0W0B %, <br />8F <br />1 <br />4'-6" <br />1 <br />58iS67S2 <br />•, <br />1 <br />1 <br />� <br />1 <br />m <br />� <br />1 <br />eiD <br />1 <br />�v <br />1 <br />� <br />1 <br />^� <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 />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 />m <br />0 <br />1 <br />1 <br />M <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />w <br />1 <br />1 <br />I <br />� 1 <br />1 <br />1 <br />4# � <br />I <br />i <br />IC 1 <br />1 <br />1 <br />1 <br />1 <br />1 Ail <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />8F18-1 MOB <br />1 <br />1 <br />6 <br />I <br />1 <br />1 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />i <br />1 <br />1 <br />1 <br />1 q <br />1 <br />1 <br />1 <br />1 <br />GENERAL NOTES <br />1.)ca:m <br />1.1 :LOTBG BULDING CODE ]tll EgTON, 2020 RESIDENTIAL SECTIONS R402.2 S RBM. <br />13 FLOPoDA BUlgNO CODE, ]M REINFORCED <br />CONCRETE <br />. <br />I.J BUILDING CODE REOUIREMEMBFOR REINFORCED CONCRMASON MASONRY <br />1.1 BUIgNG CODE REIXAREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES <br />M&RICAN SOCIETY <br />1.3 OTHERS Sc TURE3 F CM 7.18). ENGINEERS MINIMUM OESR3N LOADS FOR BUILgN0.3 ANO <br />OTHER STRUCTURES (ASLX: ]-18). <br />2.)CONCREIE: <br />2.1 CONCRETE TWIST NDARD RONGTHAT28 DAYS: <br />ENT4W <br />2.1.1 PRE-CASTNI&TESME REINFO RCEMENTlSMPSIMIN. <br />2.1.3 PRECAST WNRESTRE58 REINFORCEMENT-SOSO P31 <br />2.EI GROUTPER ASTM G]8-3303 P81 WI MAX. LB'AGOREOATE, 8"TO 11'SLUMP. <br />2.2 REINF WEL P BARS: <br />2.2.1 STEEL PLACED kH PRECAST LINTEL AT THE OF FABTBGTON <br />AITMTEE IN UNT13M (GRADE 83) <br />22.2 STEEL IN UN1A AND IOIOCKOUT BIOCK (PLACED W FlELD) <br />ASTM AS1YABi5M (GPADE 10). <br />2.3 PRES1RE59 STHANp& ASTM M18 ]-W1RE.81RE8S RELIEVED 2]0 KSf <br />2.4 q:rNL REINFORCBAENf IN ACCORDANCE YMTH Aq 31614. <br />2.3 CONCRETING OPERAr1GlL48W1LL LYMPLV VAT1 Aa STANDAPD3. <br />2.8 DI.SWREPERASTMA138HA1331M <br />3) MASONRY: <br />3.1 CONCRETE MA90TARY UNITS(CMl4 SHALL CONFORM TO ASTM C30, NORMAL WEIGHTO TH <br />MINIMUM NET AREA COAwfESSVE STRENGTH 2MBPS1. <br />32 MORTAR SHALL CONFORM TO ASTM C-273 TYPE 9A•ORS• <br />13 FULL MORTAR"NTS ME REQUIRED <br />3A MINIMUM AGGREd1TE 280AY COMPRESSIVE STRENGTH OF OMU AND MORTAR SHALL NOT <br />W LESS THAN PAT= 2M3 Mt. MASONRY STRENGTH SHALL M ESTABLISHED BY THE •UNIT <br />STRENGTH MET =, ALTERNATIVELY, BY THE •PRISM TESTMETi00• WM USM <br />REQUIREMENTS HAVE NOT BEEN MET. <br />4)STRUCTURAL: <br />4.1 SAFE LOAD VALUES ME BASED ON LINTELS HAWING A BEARING OF W WTH A MINIMUM <br />ACCEPTABLE BEARING OF C MR FLGRIDA BOLDING CODE ]TIH EDITON, 2820 RESIDENTIAL, <br />SECTION RM8.8.30ft FLgBG BUILDING COq:1Ti EgTON, Z8208ULDIN0, SECTION 2104.1 <br />4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER AG 3-4 AND TMS 402-18 <br />43 CESIGNER MAY EVALUATE CONCENTRATED LOADS PROM THE SAFE LOAD TABLES SY <br />CALC nWMMMUMRESMTNGMOMENTANDSTEMATBDISTANCEAWAYF.N81ME <br />FACE OF THE SUPPGRT. <br />9A FORLINTEL LENOIX AT S41'OR GREATER, VERTICAL CELL FlLLED SOLID wTH GROUT AND <br />MINIMUM ONE (1) 6 VERTICAL REAR IS REOIURED AT EACH END OF THE UNTIL. <br />4.6 UNTELS THAT ARE GREATER T14W 14' CLEAR SPAN MUST PR MDTEMNRARY <br />SIA , NOT SE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. <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 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WN (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD <br />SIMPSON H10A OR LGT2 YW 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 AFG01 AND APPLIED IN ACCORDANCE WTH <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 />8. 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 (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 WALL 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 2c MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" 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 HEADER$ HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13, ALL ELEVATIONS ARE REFERENCED FROM 0'-V, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE a4 <br />IDESCRIPTION <br />REMARK <br />1O <br />(2)2X;2 <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 />(psi) <br />�H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8"X9' <br />(1 p15 <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 />T <br />E,u <br />01e <br />rvaL <br />"mmul <br />Nmom <br />muo+ <br />Nmuou <br />L <br />-All <br />3W <br />.1 <br />FAEGeT <br />(2)w.a.. <br />(x)xe.s <br />R)--A <br />(1)uo <br />a)D4avnRE <br />ml=.e <br />'», <br />mw.ErnRE <br />mNa. <br />41w <br />mw.avnRE <br />Mxo.T <br />(2)w.3YARE <br />Rlua <br />PRI-mw.emRE <br />­3 <br />2L <br />mw_ <br />zeo] <br />mw.evwE <br />mw.3 <br />rnw.ewRE <br />m«o <br />zea3 <br />ar <br />mw.eWmE <br />m,«_a <br />ANmo4sMRE <br />(z)Na <br />rn w.eYARE <br />mN"_4 <br />em <br />mw.eYARE <br />mw.4 <br />mwA" <br />I— <br />aM <br />mw.erARE <br />mlN.b <br />(2)w. .E <br />mTN.. <br />FRsw3r <br />mo4.ew�AE <br />mNo.b <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x16" RECESS DOOR HEADER <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x32" RECESS DOOR HEADER <br />a)o4.evnRE <br />a)uo <br />+ww4w <br />(21 w.euwRE <br />mNe <br />Ear <br />R).- <br />alw. <br />mw... <br />u). <br />+0000 <br />+woo <br />-z <br />eT <br />(2)-- <br />(21 3 <br />SN7 <br />ECARr <br />Rlw.eveRE <br />. <br />1- <br />'y <br />eT <br />aIw RE <br />Cu 3 <br />P.- <br />(2)w.ew,RE <br />muo. <br />- <br />FREGS] <br />--RE <br />("uo.3 <br />(21 o4e W1AE <br />muo. <br />9p]e <br />aA' <br />ws] <br />R)w,eWRE <br />(2)No.3 <br />a)weYARE <br />mNo.3 <br />+aim <br />e] <br />C)N-RE <br />(2)Ne.4 <br />12)w.e vA+E <br />(21Na.a <br />4tw <br />s< <br />mw.evnAE <br />a1 No.. <br />mw.e YARE <br />(21 N4.4 <br />FREa,sT <br />R)EX-RE <br />Cu 4 <br />mwewRE <br />mxo.s1114 <br />Design <br />Gouu1r.2. <br />1441 N. RONALD REAGAN BLVD. <br />L.ONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />o� <br />U <br />a <br />BL EM. Z L4oT <br />SILVERADO <br />LOT #11 <br />BLK #15 <br />11pIm0jmcT# <br />03719.001-11151 <br />MODELa <br />"2045-LANTANA" <br />GAMAGE 9WING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />5 PH <br />DAB 03/02/21 <br />BCATZ: 1/4"=1'-0" <br />811EET <br />s2 <br />