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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) 10d x 11/7 HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1110 HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 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 91 ACCORDANCE WITH <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 />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 (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 WILL 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 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 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. 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CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE a: 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774607E <br />FAX: 407-7744078 <br />www.abde@Wngroup.corn <br />L AA f: 0003325 <br />O <br />as <br />a <br />a4 <br />O <br />S <br />11 <br />lu <br />0 <br />6 <br />iLL <br />", <br />reumm a LOTS <br />ABBOTT PARK <br />LOT #1 <br />BLK. #10 <br />PROJMCT# <br />04 .00 -01 02 <br />MODULI, <br />4EBB <br />"1828—CALI" <br />GARAOR SWUM <br />RIGHT <br />PAOL•: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />' 8TAARCHMEMI <br />7E OF FLORIMA, <br />D cj I . 9 <br />A ABOUCNACM <br />6- AR NO 9WM 'A <br />L.DAM 11/25/19 <br />=- 1/4"=1'-0" <br />" <br />s2 <br />