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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 12" HOG 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) 1 Od x 1 12" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d 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 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF UNTELS 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 WALL 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 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/6" LONG, VWTH 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 />*RUM MANUFACTURER / ENGINEER NOTM; <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5D0 LES SHALL BE <br />FABRICATED W/ A 2xe BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-O" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdesigagroup"m <br />AA 8: 0003325 <br />a <br />1�g <br />, <br />0 <br />Q <br />q <br />O <br />0gig <br />R <br />pZQ <br />4 <br />�a <br />Q <br />Summm. a. IATs <br />SILVERADO <br />LOT #15 <br />BLK- #7 <br />PROJWT <br />0 <br />4128.00 -15 71 <br />IWDIM <br />4ENB <br />"1751-NEUVILLE" <br />GARAGZ ewINCk <br />LEFT <br />PAGI <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />DATA 3/11/18 <br />ISCAM. 1/4"=1'-O"� <br />amis '1 <br />S3 <br />