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GENERALNOTES <br />1.)CODEb <br />1.1 FLORIDABU NGCODETNEDITION,=RESIDENTAL SECTIONSROU.26RB08. <br />1.2 FLORIDA BUI NG GLIDE,7 EDITION, 2020 BUILUNG, SECTON318 262107. <br />1.3 BUILDINGCODEREQUIREMEWSFORREINFORCEDCONCRETE(AC131614). <br />1A BgLDING CODE REWIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES <br />(IME 4ptEo2-16) <br />1,5 AMBRICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND <br />OTHER STRUCTURES(ASOE 7.16). <br />3J CONCRETE: <br />2.1 CONCRETECOMPRESSIVESTRENGTHAT28DAYS: <br />2.1.1 PRE CAST W9STANDARD REINFORCEMEN-II PSI MIN. <br />2.12 PRE-CASTN REMES3 REINFOROEMENT8 FBI <br />2.EI GROUT PER ASTM GM - 3000 PSl w MAx.3'B' AOOREGATE, B' TO /1' SLURP. <br />2.2 REINFORCING BARS: <br />2.2.1 STEEL PLACED IN'PRECAST 4NTEL AT THE OF FABRICATION <br />A <br />S <br />T <br />'M1B'A A(ORADE 60) <br />2.22 AETM A J LINTEL ANDGRADE 4D). BLOCK �LPCED IN FIELD) <br />ASTE S STRANDS (GRADE 4N. <br />2.3 PRESTRESS STRANDS AST' A4167-WIRE, STRESS RELIEVED 270 KSI <br />2E DETNL REINFOPERAENTw SHALL COMPLY WTH A0 STAN. <br />25 CONCRETING ASTAAI bHALL OONIPLYwMAd SrANDMD3. <br />24 D4.5 WIRE PER AST' AtOMlA1061M <br />al MSWRY: <br />3.1 CONCRETE MASONRY WJITS (CNN SHALL CONFORM TO AST' C-W, NORMILL WEIGHT WITH <br />MORTAR NET AREAIFM T ASTb 2R TTH2OlxIP51. <br />3.2 MORTAR A JOINTS RE TOAST'G2T0 TYPE MOR S' <br />3.4 MSSMWMORTARJOINTS ARE REWIRED <br />3A BE L.En AGGREGATE ) Mi. OOI.O R Y ST E NGTE S M OF CMS ANDABL MORTAR SHALL NOT <br />BE LENS TNAN FMMETH f 2OR PSI. MASONRY STRENG E SHALL BE TMETHIBHEDBY ETHE T <br />STRENGTHMETHOD' N ALTERNATIVELY, BY THE "PR19M TESTMETiOD'WM1IERE USM <br />REW02EMENTS HAVE NOT MEN MEt, <br />4) sTR <br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS IUWNG A BEARING OF B• EDITION 2 A MINIMUM <br />ACCEPTABLE BEARINGOF4'PERFL MDAINGC DEI 4GWOE TMBUIDI G,S SECTION <br />SECTION AFELO DV&kNNIS .IES BASED <br />ON BUILDING CODETIH ALYON, 2020IN 3q 4,SECTION 2181.1 <br />4.3 SAFE LOAD VALUES BARED ON RATIONAL DESIGN ANALYSIS PER Ad 31614 AND S B 902-15 <br />4.3 CALC 'nW EV MUATECONCENTRATED LOADS FROMTIESAFELOADT YF BY <br />CALCUUTNG Ma(IMUM REbISTINO MpAEM MID SHEAR ATE g3TANCE AYWY FROM TiE <br />FACEOFTHE WU AT. <br />4.4 FOR LINTEL LENGTi AER-REREATER,VERRCN.CEA HEIA)SAID LINTEL. WTANp <br />0.RNIMLM ONE (TPBVERTER RENT IS REQUIREDAT EACH BEDROTHE LINTEL. <br />49 LINIELSTNT ARE GREATER TNN 2 DAYS FTERPAN MLlSLBE ACEMEVIDEO TEMPORARY <br />SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER L3RdIT PLACEMENT. <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG 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/ IOd x 1 112" 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 />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 WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. PLACE 20 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 P8S36, .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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE, <br />HEADER SCHEDULE <br />MARK <br />DESCRIPTION <br />REMARK <br />�1 <br />(2) 2X12 <br />T-0" <br />1 <br />♦ BFISAT/OM/ B 8F16-lT/OM/OB 1 <br />I <br />`♦ 1 <br />♦♦ 1 <br />1 <br />♦`♦ m 1 <br />8F16-1 T/0M/0B <br />8F16-1T/0M/0B <br />8F16-lT/0M/08 8F16-lT/OM/OB 81`16-IT/OM/013 <br />/l-------------� 1 <br />♦♦ 1 <br />♦ ♦ °J 1 <br />i `♦ 1 <br />j 1 1 <br />0 1 <br />1 <br />8RF14-lT/0W0I3 <br />----------- <br />I <br />I <br />♦, `♦♦ I <br />-----------0-*- <br />- - - - - - - 016.--------p-------------------------------------------------------------------y---------- <br />T-0" <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />A N C N I T E C T I <br />Gr esou i In <br />1441 N. RONALD REAGANJISLVDLONGWOOD, FL3275PH: 407.7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.c <br />AA 8: 0003325 <br />yy <br />o? <br />U <br />m <br />IN <br />BVHDIV. Ae LOT: <br />SILVERADO <br />LOT #6 <br />BLK #16 <br />PROJECT# <br />03719.001-06161 <br />MODE1a <br />R2558-HAWTHORNE" <br />GARAGE SMRIJO: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />