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.ENERAL NOTES <br />1.)CGDES <br />1.1 FLORRYM BULWNG CODE M E0I/10t ME) RESK)ENTIA. SECTONF RM2.z B ROSe. <br />13 FLORIgABIAlDI NO CODE,'M EIxnON, 20308ULgRJ, SECTKA81e01S A310i. <br />1.J BULgM CODE MWREMENTS FOR REINFORCED CONCRETE (W 31&1q. <br />1./ BI MW CODE REQUIREMENTS MID SMaRCARM FOR MASONRY STRAMIRES <br />(IRS mire Is) <br />1.6 MAERICM/ SWIETY OFCML ENWNEERS MIN W MSIGNl.0A08 fOR SURDIN09AM <br />OTHER STRUCTURES ma 7-M1. <br />2.)CONg1ETE: <br />2.1 CONCRETE CCAPRESRVE STRENDT1 AT 28 MYF: <br />2.1.1 PRECAST VISTANDARD REINFORCEMEM�WOPR MW. <br />2.1.2 PRE-CASTWRRESTRESSREIWORCOM T-WWPSI <br />2.1.3 GROUT PER ASTM w70-30m PSI wW . W AWREOATE, WTO W FLIRP. <br />22 REINFOROM BARS: <br />22.1 STEEL IMAGED IN PRECAST UNTIL AT TBIE OF FASRCATION <br />ASTMA UNTESIA(MADE eq <br />222 S1EBwUNTIxNOCKOVTBLOCK OTM/GEDwFIELD) <br />ASTM A91vAe1WSM (MADE /0). <br />2.3 DETAIL E58FTRANDa WAND RDAI E, STRESS RELIEVED iro RSI <br />2.a OETAILREINPORCRAENTINSO LOONCEVAT AUST1/. <br />2A C S%WMRAff MAlWAl ALL OOMPLr VAnl Ap stA1DARDp. <br />ze w.s wRE'TER AFTM A1068A10eW <br />3) MABOMY: <br />J.1 CONgiEtE MABONRY NAIS(OMIS SHILL CONFOIB/roAs7M Ge0. NORAAL WEIWR VAn1 <br />MMTARNETAREACOMPROAS C-270TYPEW S1. <br />32 MMTARSMMINTFMEREASTMC-zro TYPE MOit-3' <br />3.3 FULLMCRTAR JgNTSAREREQURED <br />J./ AtI USS ,iAN GATE BSM. COMPRESSIVE W714 S IH OF CMS NIDMORTAR SHAH NDT <br />BE LESS TIMN F1 OR P LTEM lAY STRENGTt 8wLL1 SE BSTAelRNEO BY THE VNT <br />STRENGTHMETM OR,ALTERMI1VELv. FYT2 T+RSM IESTMEnxxTYN1ERE IISM <br />REWAREMENIS IMVE NOTSEEN MET. <br />/) U:AL: 4.1 SA <br />/.1 SAFELOAD VALUE W BASED 4'MRRURIM LDWA )f 7711 OFTIW, 2D2 WNWW <br />SIW <br />SECEPTAREI.S.3 M QF/'IERMW RALdN EN iW20 BU N,YRORES 211Al. <br />SAML RFSeA.30RFLCRDA RAIDING CODETf11 E 813 R BULUING, BECnON 21w.1 <br />4.3 SAFELOAO VKllE.9 BASEOCN MTKAAL CE9IGN ANAlYRB PER PGI31&1/Aldl lA6 b2-18 <br />/2 DESxTlER WY EVALUATE CCNC.ENTRARD LOADS FROM THE SAFE LOM TARES BY <br />CALCULATNO MA%IMUM RESRnNO MOMENTAND SIfEM ATE peTANCE AVNY FROM 111E <br />FOR UNTIL LEMT fAT. <br />/./ FOR LINTEL LENOM ATF-0'OR GREATER, VERnCAL CELL FlLLEDFQID`MTIGROUTAND <br />MIN ONE(1)ee VERMR REFFR ISREQUIREDATEAGHEND OF TIEUNTIL. <br />/.F UNTELFTUT BE GREATER TWIN 2 MYS AFTER <br />NMUSTBEP�v10ED1EMK]RMY <br />SUPPORT, NDT BE RBAOVED UNTIL 2 OWYS AFTER GROUT PIACFMENi. <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 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd x 1 112" 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 @ 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 01-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESC:RIIPTION <br />REMARK <br />1Q <br />(2) 2X8 <br />--------- d-----------h ---------- ---------------- --------------------------- ----------- ------- <br />m <br />0 <br />8F16-1T/0W0B <br />5'-10„ <br />8F1&IT/OWOB 8F16-iT/OM/08 8F16-lT/OWOB <br />V-10" T-6" 4'-6" <br />I I <br />I I <br />I I <br />I I <br />I I <br />-r- <br />♦♦ r------ <br />8F16-1T/OM/OB <br />j <br />5'-10" <br />, <br />, <br />'1 <br />1 <br />I ♦♦ 1 <br />!; ----- --� ---y m <br />1 <br />m <br />♦ � e <br />. 1 <br />1 <br />i <br />1 <br />� <br />1 <br />, <br />1 <br />1 <br />i <br />1 <br />40 8F16-1T/O <br />8 8F16-iT/0M/0B <br />5'-10" <br />1 <br />El Fli <br />1 <br />-------- - - - - - - - - - - - - - - -- - - - - -------T---T--------���./ <br />7`D" LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />A N C N I T! C TO <br />GrouO� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoWgngroup.COM <br />AA N: 0003326 <br />SILVERADO <br />LOT #19 <br />BLK #13 <br />PROJROT <br />03719.00 -19131 <br />MOaaIj <br />B2558-HAATHORNE" <br />GAR/►GE STUNG: <br />RIGHT <br />PAGR: <br />LIFT BEAM <br />PLAN <br />150 PH EXP. B <br />