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FRAMING NOTES: <br />I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/P" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 10 HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ I Od 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 WTH <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 />8. 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 WLL 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 W#TH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S38, .177" • x 2 7/8" LONG, WITH WASHER (p18" 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 V-0", FINISH FLOOR. 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CORPORATIONCASTECRETE <br />DIWSION ACCEPTANCE #: 18-0126.03 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />11 <br />I; <br />I1 <br />1; <br />1; <br />1` <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />----------------------------------___ _ <br />------ m---------------- <br />8F78-1T/ <br />-OH—MS SF TlOMNB <br />II <br />1 <br />i <br />1 <br />♦ <br />♦ <br />I <br />1 <br />♦ <br />I <br />1 <br />I <br />♦♦ <br />I <br />1 <br />rl <br />I <br />,� 1 <br />r-----T <br />I I <br />L-----J <br />S'ti <br />LIFT <br />BEAM <br />8F8- <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8". UNO. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesigugoup.00m <br />L AA 9: 0003325 <br />C <br />w <br />A <br />IL <br />IL <br />Z <br />B <br />Ty <br />O <br />i <br />minty a" Ian <br />SILVERADO <br />LOT #4 <br />BLK <br />PROJWT <br />#17 <br />4 1-0417 <br />HODRIs <br />4EBB <br />"1828-CALM" <br />GARAGR /IIIWO1 <br />LEFT <br />I1PAGR1 <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />50 MPH EXP. B <br />BCAXM 1/4"=1'—O" <br />01MIEW <br />s2 <br />