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GENERAL NOTES <br />,,)coDEs <br />1.2 PLORIDA WLDING CODE ]M EDI N.2ozo RE&DEN , 6 BECTONB MM.2 a ?. <br />t.z FLOIUG SMLdNO CODE. Th EDITON.2ozo BWLCIN0.8EcitON8 tEo138zto]. <br />,] BUIOING COOC REOMgEMENT3 FOR REIIMYJRC®CONCREIE WCI3161q. <br />to BdLgNOCODE REOINREMEMS MID BPECIRCATICN FOR MASONRY STRUCRaEB <br />(iM8 f02>802-t8) <br />i.8 AMEPoGN80gETY�CML ENGINEERS MINIMUM OEBIGN LOFDB FOR BUILdNNS AND <br />OTHER STRUCTATES NSLY ]-1fl. <br />1.)CONCRETE: <br />]., CONCRETECOMPgEBMVE BiRINFORCEMa T40D <br />2.12 PRECAST WBTANDARD REINFO PICEME T-O PSI MIN. <br />2.13 PRE -LAST WPRESTRESS REINFORCEM:Nf-0OW P81 <br />2.EI GRWTPERINI: GIS-3Ho0 P81WMAX.318'AGGREMTE, 8'ro,1'BUAM. <br />z3 2A SlRCINGB D <br />33.1 STEEL PLACED INPPo:GSTENTEL AT THE CF FABPoGitON <br />ATEE INLIN8,MA(GRADE SM <br />23.2 STEEL MIL AND 40).ET BLOCK PLACED IN FIELD) <br />ABTM p81tVAAtaA(GRADE <br />2.3 PRE8TRE58 BIRAHDH ASTM MIS ta ]-MARE. STRESS RELIEVED 2]O K81 <br />2.f DETAA REINF NO NTM ANCE WT ,a-,f. <br />2.C POPERATSMALL MY WN ACISTA. <br />2.6 DISINIRRABTMAt84Ato0M 3) MA90IRY: <br />3.1 CONCRETE MASONRY UNITS(CIAO)S1IALLDO/FORM roA31M Ci0, NORMAL NEIOM WITH <br />MNIMVA NET AREA ORM TO W eIRENOTH2o OR <br />32 MORTAR SHALL CONFORM REWRED 2]o TYPE M OR S' <br />3A PIZMINNAM TAR EGATZ E REOINRED <br />3./ BE LEN AGGRE - I M. COAPRE88R/E NGl`H STRENGTH BE <br />AND BL MORTAR THE NOT <br />BE 1ET MEF1/ • WPM. MASONRY Y. SY iH 8 III BE ESTABESI IN E E I INI <br />REWIR STRENGTH METHOD' OR, TWEN I.TVELv, By TIE'PRMM TEST M'.ntOC' INHERE ESM <br />REQUIREMENTS HAVE NOTBEEN MET. <br />f)BTRUCTM <br />4.1 SAFELOAD VALUES ARE BAKED IX/EN,EL8IMVMIOA BEARQq OF B'tWITHAMNRAM <br />NCCEPTEBE <br />IA.3 R MO I'PER WILDING <br />UILpNOCODE ]T, EDITION,zszo REBID 21- <br />SECTIONR808A.IESMWONBALINGCEMON YSIS, PER <br />BUILDIND,SECTION -Rl <br />42 SAFE MSIGNE1DVNEE88ATE CNRATO TEDLK3N ANALMTHERAd LOAD A SB 0o2.18 <br />4.3 DESIGNER MAY EVALUgIE CCNCENIMTE MOMENT <br />AND <br />HEAR THE SAFE LOAD TABLE FROM <br />FALC,AATHE MM .RESISTING MOMENT AID 81EM AT deTANCE AW\Y FRLMt THE <br />FACE OF TIIE SUPPORT. <br />/.f FOR UNTELLCNGTH ATBd Oq OBEATEREMIREALCE-HEND PTHELINTEL. TAND <br />MNWUA CPE (t) S6 VERTICAL gEBAR M RE(x1MLED AT FKM ENp OP TIE UNtEI. <br />4.5 EMEW THAT ARE GREATER TWW 1I'-0' CLEAR SPIN MUST BE PROJIDED TEMPCRNTf <br />9lYPORT, NDT BE RBAOVEU Ixi11L 2 GYS AFTER GROUT PIACpAEM. <br />FRAMING NOTES <br />/. 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 W/ (8) 10d x 1 1/2" HDG 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 />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 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 P8638, .177" ° x 2 7/8" LONG, WITH WASHER (M 18" 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 />SUE a <br />DESCRIPTION <br />REMARK <br />01 <br />(2) 2X8 <br />LIFT BEAM PLAN <br />SCALE: 1/4" - V-0" <br />A I C N I T! C T= <br />Groin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdealgngroup.Dom <br />AA 4: 0003325. <br />r `�l <br />111111IJ <br />011111 <br />aXTBDIN. k IAOT <br />SILVERADO <br />LOT #23 <br />BLK #13 <br />PROJECT <br />03719.00 -23131 <br />MOaEia <br />"2558-HAVTHORNE" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />150 19H EXP. B <br />