Laserfiche WebLink
1 <br />8FI6-lT/OM/OB �, <br />BFII <br />1 <br />� <br />1 <br />, <br />1 <br />Olq <br />� <br />1 <br />�< <br />1 <br />LL <br />1 <br />m <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 />t <br />1 <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 />i <br />o <br />1 <br />1 <br />1 <br />m <br />0 <br />~a <br />1 <br />'b <br />1 <br />LL <br />m <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 />4 1 <br />I <br />♦ i <br />1 <br />i <br />IC 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />4 <br />1 <br />1 <br />1 <br />1 FVA.- <br />I <br />1 <br />T <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />8F18-1 OM/OB <br />1 <br />I <br />5,_ ,. <br />1 <br />� 1 <br />--- BIB -----j---------� <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 />'.)CODE! <br />1.1 FLORIDA BULDING CODE M EDITION, =RESIDENTIAL SECTIONS R4M.2! F808. <br />12 FLCRIDASUILDNG WCE,MEDTON, 2020 BULDNO, SECTIONS t901282101. <br />1.3 SLILDING CODE REWREMMREINFORCED CgK ES FOR KM1-31&14). <br />1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES <br />(TMS IIImI-13) <br />1.5 PMEIBC SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LDADS FOR BUILDINGS AND <br />OTHER STRUCTURES (ASCE ]-10). <br />2.J CONCRETE: <br />2.1 CONCRETE COMPRESSIVESTREWO AT28DAYS: <br />22 PRECAST WSTANOMD REINFORCEMENT.I000 PSI MIN, <br />2.1.2 PRECAST MPRESTRESS REINFORCEMENT-0 PSI <br />2.1.3 GROUTPERASTMCd]".30 MIMMAK.3M'AGGREGATE.WMI1'SLLMP. <br />22 REINFORCING SARS: <br />22.1 SMELP DMPRECASTUa LATTMIEMFMRPo lTI N <br />STEEL <br />IN UN 151A(GRADE 80) <br />2.22 AETNANLINTESd( K ECKOUT BLOCK LPIACED IN MELD) <br />ASTM S'TRA15M ASW AI0). <br />2.4 PRESTRESS STRANDS I N1 M14 ]-WIRE, STRESS RELIEVED 2]0 KSI <br />2A OETNL REINFORCEMENT IN ACCORDANCE VAIN ACI31&14. <br />2.5 CONCRETING SIMLL COMPLY WITH ACI STANDARDS. <br />2.6 ASTNI AI DI.S N1RE PER pS1M AtO8VA10QN4 <br />3) Y: 3.1 M <br />3.1 CONCRETEMASON" UNITSS IVESHALLCONFORM TO ASTM Gm, NORMAL WEIGHT VATi <br />MINIMUM NET AREA COMPRE85ST STRENGTH 2O00P8I. <br />3.3 FULL MSHPi1CONFORM TO REOMEG210 TYPE YA'OR'S' <br />33 FULL M0 AGORE TS ARE REd4REp <br />3A MINIMLIMSE <br />I-IANF- 2SOAY OOIONRY SNEl1RENOMOFE ESTAB MORTM SMALLNOT <br />SE LESS TNMN FM • 20m PSI. MASONRY STRENOTM SHALL BE ESTABLISHED E THE 11Mt <br />STRENGTH METHOD' OR ALTERNATIVELY, BY TNE'PPoSM MST METHOD' MERE UM <br />REQUIREMENTS HAVE NOT SEEN MET. <br />4.1 SAFE LOAD ESE MEFBASED MON.ORIELS HAVING ABEMING OFS'(N. MINIMUM <br />RESIDENTIAL. <br />ADCEPTPBLE.6.3 OR FLORIDA WI MCRDA BUIM DODE. M EDTION,G,SE SI 21N.1, <br />lE"MAM!LD D VAL. ES BASED <br />BUILDING CODE 1i A ALYSIS, PER <br />BUILDING, SECTION 2104.1 <br />43 DARE LOAD VALUE!BAREDON RATIONALDEW ANALYSISPERACIL1 D AND S 402.1E <br />1.3 DESIGNER MAY EVALUATE C ISTINO MTED LOADS FROM THE BAST LOAD MY F BY <br />CALCULATING MA%IMUM 0.E81lTNG MOMENT AND SHEM AT tl DISTANCE AWAY FROM THE <br />FACE OF THE SUPPORT. <br />dA FOR LINTEL LE(1) M AT Sd' OR GREATEREWIR AT <br />ELL FlLLED 60L10 wTH GROUTAND <br />MIMMMM THAT <br />(i)E GREATER <br />REBMISREWIREDAT EACH END OF THE TEMP <br />45 LINTELSTHAT BE GREATER THAN 2 DA AFSPAN TERGRMUST BE PROVIDED TEMPORARY <br />SUPPORT, NOT BE REMOVED UNTIL DAYS AFTER GROUT PLACEMENT. <br />FRAMING NOTES: <br />1. U.N.O ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOP SIMPSON HETA18 W/ (9) 1Od x 1 1/Z' HDG NAILS, <br />CONCRETE TO WOOD FLOOR. <br />SIMPSON LTA2 W/ (8) 10d x i 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od x 1 12" 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 MATH <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, DOORAND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL RAVE 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 21 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 HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE a' <br />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X12 <br />BEAM SCHEDULE <br />EZZEM 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S..= FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(re <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />I TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8"XV, <br />(1]if5 <br />GROUTED SOLID <br />GRAVITY & UPLIFT SAF E LOADS LF) <br />Vlxs" RECESS DOO <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl2" RECESS DOOR HEADER <br />GRAVITY 8 UPLIFT SAFE LOADS (PLF) <br />8"xl6" RECESS DOOR HEADER <br />GRAVITY 8 UPLIFT SAFE LOADS (PLF) <br />B x32" RECESS DOOR HEADER <br />Re,.M <br />RM <br />Rer eM <br />° <br />OF,meo <br />am�alL <br />esinumlL <br />. <br />m w.SYARE <br />mw <br />mw.evnRE <br />me« <br />mw.er„RE <br />(1- <br />mwewRE <br />mw. <br />sr <br />la)w.evnRE <br />mN=. <br />za <br />M) I -RE <br />R)w. <br />esM <br />,rood <br />E� <br />mD4ew1AE <br />maN <br />zr <br />mweYnRE <br />mN= <br />aro4 <br />(z)w eYARE <br />lANc. <br />as <br />(z)wevwE <br />(z)w. <br />E* <br />mw.ex4RE <br />(2).3 <br />al w.BAIRE <br />Ma <br />�EQIST <br />(:)D45WRE <br />(2)1R.4 <br />.o- <br />mw.eRE <br />mrM.4 <br />1we . <br />RI Re.4 <br />e-0' <br />lA w.eVv4PRE <br />mRe.I <br />mw.evmE <br />mew.. <br />mw.ev4RE <br />m,a.4 <br />A R C N I T E C T <br />06 Gr em Inr- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-77445078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA $: 0003325 <br />m� <br />pi <br />U <br />O <br />aF <br />av>31DIv. ae L40T: <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT* <br />03719.0 1-161 1 <br />MODELA <br />"2045-LANTANA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />50 MPH <br />F'lcNT 07/09/21 <br />DATE: <br />SCALE: 1/4"=1e-0" <br />SHEET <br />s2 <br />