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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 WI (9) 1 Od x 1 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1Od x i 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IOd x 1 12" 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 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 P8838, .177" ° x 2 7/8" LONG, WITH WASHER Q 1S" 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 />TRUN MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x8 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC 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 TOA STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />FRAMING PLAN <br />SCALE: 1/4" - V-0' <br />wAft <br />, VA- 1 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744SO78 <br />FAX:407-774.4078 <br />www.abdeslgngroup.com <br />AA 0: 0003325 <br />LA <br />I?i <br />• <br />� <br />0 <br />CA <br />O <br />1 <br />stnmxv. 89 c/o1! <br />SILVERADO <br />LOT #24 <br />BLK. #7 <br />ROJWT - 4 7 <br />molDz : <br />4EBB <br />"1828-CALM" <br />CARAGS 8WDM: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />