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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W (9) 1Od x 1 Irr HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA VW (10) 1 Od x 1 12' HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Od x 1 1/2' HDG NABS, 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 MATH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />S. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS, <br />7. UNTELS SHALL HAVE 4' NOMINAL BEARING (4-). <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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL <br />9. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X•ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8835, .177"' x 2 7/8" LONG, WITH WASHER Q 18' 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 />/2. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. 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<br />• <br />• <br />w <br />1@ <br />(0) THE NLMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />REBAR <br />(4) THE <br />REDUCTIONS <br />NUTABERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR <br />-ALL VALMTAM FROM 1ME LOAD TABLES' BY CASTGiIE MAY 3616 WITION • P WAUROOUC78 PBY OMM TO1lETOR EX=VAIIRS STAMAWW <br />-ALL PFtWAB7PRODUCT&ARETON MTAL1ID PLB, N4AlACIISISS 6PECIFICINIO4IS • PIOME►RSMFIM r OF BMW MIST 111140148OE OFWWW OPl14S <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE D: 1"126.03 <br />L - - - - - - - - - -A- - - - - - - - - - J L - - - - - - - - - - - - - - � - - - - m - - - - - - - - -J <br />LIFT BEAM PLAN <br />SCALE: 1/4' = l'-U' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-T748078 <br />FAX: 407-774-4078 <br />www.abde*WWouP.00m <br />AA 5: 0003325 J <br />lb <br />45 <br />Y <br />fu <br />.6 <br />aysaiv "" <br />ABBOTT PARK <br />LOT #3 <br />BLK. #7 <br />[FROJECTIP-0 7 <br />moxam <br />4EBB <br />"1828—CALI" <br />OA1RA4s swDiOt <br />RIGHT <br />PAdIM <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />I 1 <br />STATE OF FLOIMA <br />;d10 <br />9/12/19 <br />[MRAMI <br />LM1/4"=1'-0"�r <br />s2 <br />