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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA18 W/ (9)10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 10 HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILLALL 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 N 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS, <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. <br />8. 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 REVIEWAND <br />APPROVAL <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 21K MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 POS36, .177" ' x 2 7/8" LONG, WITH WASHER Q 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />(P <br />REMARK <br />tO <br />(2)2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP Of BEAM / B.O.L. = BOTTOM OF LINTEL T.O.A = TOP OF ARCH /T.O.S =TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(c <br />SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x18 <br />(1)#5 <br />(i)#6 <br />N/A <br />GROUTED SOLID <br />8B2 <br />MASONRY <br />3000 <br />BXB <br />(1)*5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL LOADS <br />8" PRECAST & PRESTRESSED <br />FOR <br />U-LINTELS <br />I <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD • <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />41wa�arw <br />SAFP <br />LFOAD <br />SAFE <br />LOAD •POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />01" <br />aF7a4a <br />IPI10a <br />"M <br />0" <br />V" <br />OOaaa <br />TYPE <br />LENGTH <br />an <br />RCMU <br />TYPE <br />LENGTH <br />0647 <br />Oast <br />1Fr"tT <br />arwn <br />8F',F1T <br />17tltt <br />@Mit <br />aFetr <br />aFa4m <br />raw <br />1H►ft <br />watt <br />waT <br />1,6atT <br />Nw <br />ai4B <br />r,bU <br />1rts4a <br />Wilma <br />raHa <br />a7sw <br />Oaim <br />c4n PRECAST <br />ml <br />Itl <br />no <br />wN <br />1w1 <br />3+0• (4r) PRECAST <br />I= <br />I= <br />taa <br />3,O' M PRECAST <br />1tl <br />7111 <br />8111 <br />4m <br />11e <br />NN <br />7w <br />aar <br />,IN <br />Nw <br />. <br />4e. <br />,. <br />„tl <br />ttl <br />atl <br />aw <br />aN <br />6tl <br />am <br />1w <br />(4a') PROCABT <br />11aa <br />s11 <br />am <br />aw1 <br />4tl <br />wN 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E. C. P. CORPORATION-0ASTELRETE <br />DIVISION ACCEPTANCE #: 16-0126,03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />W W W.abdesWngro0P.com <br />L AA S: 0003325 <br />d <br />0 <br />,i <br />SILVERADO <br />LOT #51 <br />BLK" #6 <br />PlIOJ�CT <br />04128.0 0 —51061 <br />moasu <br />4EHB <br />"2605— HAYDEN" <br />GARAOX OWD401 <br />RIGHT <br />PAGO <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />