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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 HTAI6 W/ (9) 1 Od x 1 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, <br />CONCRETE TO WOOD FLOOR-- <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT18A 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 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 />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 (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 Zx4 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 PBS36, .177" " x 2 7/8" LONG, WTH WASHER a 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 />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. 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E.C. P. CORPORAT] ONLASTE-0RETE <br />DIVISION ACCEPTANCE C 16-0126.03 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />11- <br />1,� <br />1� <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1�i <br />1� <br />1 •y <br />ILL <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1� <br />4M <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <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 />--mmmmmmmm—mmm--- m--m--- mmm—mmm-4—mmm------- <br />UNO PROVIDE B81 <br />WHERE ROOF TRUSSES <br />BEAR. TOP OF WALL <br />EL. 8'-8" UNO <br />I ♦ J-77--7 <br />aF/a-1TMItlOB <br />6F28-1 T/iMIDB �� 8Fi8-t T/OMI08 <br />LIFT BEAM PLAN <br />SCALE: 1/4" - 1'-0" <br />�I% <br />I alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.00m <br />AA 0: 0003325 <br />a <br />Q <br />h <br />O <br />Q <br />O <br />cei <br />3 <br />S <br />� <br />U <br />91 <br />b <br />� <br />SILVERADO <br />LOT ##15 <br />IrmonmTop <br />041 -1 07 <br />1LOD1!<Le <br />4ENB <br />"1751-NEUVILLE" <br />GARAOX STU NO2 <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />'qr <br />ROLAW A ABOILMACRA <br />AR NO 03723 <br />D 3/11/19 <br />OCAIM 1/4"=1'-0" <br />S2 <br />