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GENERAL NOTES <br />1.)000ES <br />1.1 FLORIa4 BMLDNO CODE M EdnON, 2M0 RESIOENTLLL SECTORS RKMI A RBIA. <br />t2 FLORIOA BDLDNGGDOE.MED M MOWLDNG,SECTOWIWI33210]. <br />1.3 Bl)IIDING CODE REWIREWNTS FOR REINFORCED CONCRETE(ACI 3W4). <br />1.4 BUILDING 000E REWREMENTS AND SPEDFICATON FOR MASONRY STRUCTURES <br />NTABD -Iv) <br />1.8 N.EPoCAN 600ETY OF CML ENGINEEii9 MIHMLM OESKNi LOAOB FOR BULDNGB AID <br />OTHER STRI10N1RE8 (ABLE ]-18). <br />2J CONCRETE: <br />2.1 CONCRETE COMPRE991YRO RMNFORCEV8QAYS: <br />2.12 PREC STwBTANDARDREUNF ORCENIENT0 SI MIN. <br />2.13 PREGSTwPNESTRE33 RE1NFORCEI4M-0OOO P31 <br />2.EI DRDur FER ASTN ui8-3000 PSIWMAz. 38•AGOREOAre.S'T011'BLIMP. <br />u REINF IIIL I BARS: <br />23.1 A"T" "'AST INPRECAST LINTEL ATTNE OR FASPoCATON <br />ASIN1 IN UNB15M (GRADE BO) <br />232 STEEL IN LINTEL AND IQIOD(OVT BLOCK (PLACED IN FIELD) <br />ABTMAMBMANDS ASTIR �. <br />2.3 PRESTRESSREINFORCEMEA81MM1 ACCORDANCE <br />STRESINITHA I31&1REI.R. 2]O KBI <br />21 DETAIL REINFORCEMENT SMALL COMPLY WTH A01 V 14. <br />2A CONCREEPERASRAnON83NN.L COMPLY wTHAa STANDARDS. <br />2A DNRwRe PER A8TM a1EBVA108QA <br />Y. <br />3.1 MINDi N TAREA Y MPR SMu)BNFLLCONFORM 21MPTOASIM OiO, NORMAL NFAGHrw1N <br />ASNEAVA NET AREA COMPRE88NA:8TRENOIH 2O00P81. <br />33 M U`N"`R ARJaNNFORMTOABIMC3]O TYPE'M'OR'Y <br />3.4 PULL MOR]MJOINTS AREPEWIREO <br />3.0 BE LESS THAN <br />PNIAre z8-0Ar COMPRESSIVE STRESTRENGTH <br />SHALL <br />L BE ES AND MORTAR SIIPLL NOT <br />SEtE38TINEFM -, OR PSI. MASONRY BTREN3T191WLL EEBTASU8I1 IN E EUI -LINT <br />MOU'R N METHOD, OR. T WE NAnVELY, By TIE 9PoSM IESTMETYgD'NHffRE USM <br />RETURAL: NiB lNVE NOTBEENMET. <br />4)STRUCRRAL: <br />4.1 ACEPTABEBEAR OF438DONlRIEL BUILDI CODE GEDIVON,2 RESIDER <br />ACCEPTABLEA.3 OR FOPPERILDING ABOLTEDCODE ITT WILDING. <br />REST 21M.1. <br />BAFE CN LOR VALUES <br />S FLORIDA ON BUILDING OMS A ALYSIS PER <br />IN 31D1a AND <br />TNISL 2148 <br />43 SAFE LOAD VALLESBABEDONRATONALDESIGN ANALYBISPER Ad 31iMANOTA184M-18 <br />4.3 DESIGNER IMY EVAIVAre CONCENiR,4re0lOAO8 PROM TIE SAFE Law TABlEB or <br />FALCULAT E MA%MlM RE813TN0 MOMENT AID STEM ATB DSTNICE AVA4r FROM TILE <br />FACE N L SUPPORT. <br />44 <br />FOR LINTEL LENOTIATQ41'OR GREATER, VERnCAL CELL FlILED SOLIDw1M 0RWTANO <br />MNTELS ONE(1)EGEAMR REBARISREWIREDATEACHENDOFTIE TEMP <br />4.8 LIBELS , AREGREATERT1NL2M"LEARBPAN MUSTBEPROVIDED TEMPORMY <br />BWPORi, NOT BE REMOVED UNTIL 3 a4Y8 AFTER OROUf PLACB.IENT. <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 1 112" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 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 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 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER C 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 />10 <br />(2) 2X8 <br />7,_n" <br />�I�--T-0" LIFT BEAM PLAN <br />SCALE: 1/4" = P-0" <br />A7GrouFi. <br />Ion <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />Y04 <br />V <br />6 � <br />• <br />A <br />81V13DIV. ac LOT: <br />SILVERADO <br />LOT #11 <br />BLK. #14 <br />PROJECT <br />03719.0 0-11141 <br />MODEU <br />"2558-HAWTHORNE" <br />GArsAGE SWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />150 H E . B <br />DA1�28/21 , <br />HCALE: 1/4"=1'-0" <br />S2 <br />