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Fl6-lT/0IWlB 8Fl6­lT/0W0B 8Fl6-lT/0W0B.,- <br />13'-6" 4'-6" 4' -1.1 <br />F- - - - - - - - - - - - - - --- <br />SF16-IT/OMIOB <br />BFMMOM/013 <br />---------------- <br />Z <br />U.N.O. PROVIDE BB1 WHERE ROOF <br />TRUSSES BEAR ON TOP OF WALL <br />EL. 9'-4" <br />p <br />L --- J <br />IBF8-IT�OWOB <br />J <br />BH7 <br />8F16-lT/OMIOB <br />8F36-IT/OM/IB <br />17'-4" <br />LIFT BEAM PLAN <br />SCALE, 1/4" = l'-9' <br />GENERAL NOTES <br />q �s <br />FLORIDA :UIUDl CODE 70, EDITION, 20M RESIDENTIAL SECTIONS ­2 & <br />FLORIDA UILDINGOODE.7t EOITON2W0BUlU)IW.SECT�IMH.2&210?. <br />13 BUILDNG CODE R QUIREMENTS FOR REINFORCIS� CONCIP— (AO 318-14). <br />1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES <br />C­ —2-1.) <br />AMERICANSOCE �=ILE�INEE�MINIM��Sl�LO��WILD�� <br />0- RSTRUCTURESIASM�16� <br />2) CONCRETE: <br />C ETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2 <br />2l.' P �CASTWSTANOARDREINFORCEMIFNT40DO PSI MIN, <br />2AS <br />2.2 RE NFORCING SARS: <br />2.21 SMELP��DINPK�STLINMLATPME�F�R�nM <br />A"M Ml&MIW A"O" "' <br />22.2 S ELINLI�LA�K��BLMK(P�MDINMaD) <br />AS—SIM15M(GRADEO). <br />2� PRESTRESS STRANDS ASTM A,116 7-WRE, $TRESS RELIEVED 270 XSI <br />2A DETAILREINFORCEMENTINACOORDANCEIMTHAC131 14. <br />25 SHALL. COMPLY INITH AC! STANDARDS. <br />2S D41SWREPER-106-10501 <br />3) �: <br />3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO A$TM �W, NORMAL MIGHT WTH <br />MINIMUM NET AREA COMPRESS VE STRENGTH �I. <br />3.2 MORTAR SHAL CONFORM TO ASW ­70 TYM � OR <br />3.3 FULLMORTARJOINTS EMMIRED <br />14 MINIMUM AGGREGATE 2S­Y COMPRESSIVE STRENGTH OF CMU AND �M SHAUL NOT <br />BE LESS THAN PM - — PSI. MASONRY STRENGT4 SHALL BE ESTABLISHED SY THE 'UNIT <br />STRENGTH METHOD' OR, ALTFRNATIVELY, BY THE IRISM TEST METH= MERE LEM <br />REQUIREM NITS HAVE NOT BEEN MET <br />4) ­UCTURAJ_: <br />4.1 SAFE LOAD VALUES ME BASED ON LINTELS HAVING A BEARING OF 8' NNTH A MINIMUM <br />A EPTASUE �NG Ol' 4' PER FLORIDA BUILDING CODE 7TH EDTIO!4, ­0 RESJXNTAL. <br />SECTION W6.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUIUDNG SECTION 2­1 <br />4.2 SAFE LOAD VALUES WED ON RATIONAL DESIGN ANALYSIS PER ACI 3­4 AND ThIS ­6 <br />4.3 D SIGNER MAY IWALUATE LOADS FROM THE SAFE LOAD TABLES SY <br />CALCUILATING MAXIMUM RESISTING MOMENTAND SI-W AT d DISTANCE AWAY FROM THE <br />FACE OF THE SUPPORT. <br />4.4 FOR LINTEL LENGTH AT &4' OR GREATER. VERTICAL CELL FILLED SOLID WTH GROUT AND <br />M NIMUM ONE (1) $5 VERTICAL REBM IS REQUIRED AT EACH END OF THE UNTEL� <br />4.5 U"US THAT ME GREATER THAN 14W OU!AR SPAN MUST SE PROVIDED �NIPOA­Y <br />SUPPORT, NOT BE RE!M-EP UNTIL 2 DAYS AFTER —T PLACEMENT. <br />FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETET WOOD ROOF: SIMPSON HETA16WI(9)10dxl lrZ'HDG NAILS <br />CONCRETE TO WOOD FLOOR <br />SIMPSON LTA2WI(8)10dxl lrZ* HDG NAILS, WOOD TO WOOD <br />SIMPSON HIOAOR LGT2WflOd.1 1/7 HDG NAILS, FILL ALL HOLES, <br />2 ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3 . ALL PLYWO D 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 />A E TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. UNTELS 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 />C EAR SPAN OPENINGS. <br />8. L NTELS SHALL HAVE A- NOMINAL BEARING <br />9, THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DE81GNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <br />APPROVAL. <br />10. PLACE 2.4 PT TO ALIGN VIATH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2� MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36,.177"'x 2 7/8* LONG, WITH WASHER a le. o c. <br />1 1. 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 />BE I <br />DESOFtIPTION <br />REMARK <br />0 <br />(2) 2X12 <br />BEAM SCHEDULE <br />522M INDICATES OPENING BELOW I T.O.B. =TOP OF BEAM/ 13�01, =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 />fc <br />(psi) <br />SIZE <br />W`XH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />13TM <br />Top <br />I MI. <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />T'X8'l <br />GROUTED SOLID <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" RECESS DOOR HEADER <br />MEN <br />MINE <br />MEN <br />mmmommom <br />sommam <br />GRAVITY & UPLIFT SAFE LOADS JPLF) <br />8"X16" RECESS DOOR HEADER <br />GRAVITY,& UPLIFT SAFE LOADS (PLF) <br />8"x32' RECESS DOOR HEADER <br />mmm <br />WOMEN <br />m <br />01'62�mmo� <br />mmoms <br />A R C N I T E C T-8 <br />5 <br />G r Zm Ign <br />ousp0-.!. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />"A <br />"SUDDIV. ac L07,111 <br />SILVERADO <br />LOT #3 <br />BLK #10 <br />IPIROJECT# <br />03719.001-03101 <br />MODEL. <br />"2045-LANTANA" <br />OARAGE 99WING: <br />RIGHT <br />PACE: <br />LIFT BEAM <br />PLAN <br />%,.150 MPH EXP. <br />0 1 <br />L_ -"NO W723 <br />F'pluNT <br />DATE: 08u/18 <br />SCALE: 1/4"=V-0" <br />SHEET <br />1111% s <br />