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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 WI(9)10d x 1 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED WY (10)dx 1 12" HOG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />USP RT18A 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 BE GALVANIZED. <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'T. <br />B. 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER (M18" 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 U-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x8 STM. 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 FORALLTRUSS TO <br />TRUSS CONNECTIONS, <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZEs <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X8 (3 XN5t) SYP. <br />USP HTT4 W/5/B" DIA <br />5/S3.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />2 PLY <br />U M <br />0: 3113 <br />2 PLY <br />U:-1600 <br />02500 <br />2PLY 1A CJ1 <br />U:-1143 <br />� o: 21150 <br />ROOF FRAMING PLAN <br />SCALE: 114" = 1'•0" <br />3 <br />2 PLY <br />tk.-M <br />0: 3084 <br />U:"BGD <br />02100 <br />I PLY <br />:1-060 <br />0:2500 <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-9078 <br />W W WabdeaWWOUP.eom <br />AA M: 0003325 <br />anon, <br />aQmmm. A6 LOTS <br />SILVERADO <br />LOT #9 <br />BILK. #12 <br />PROJWT - 1 <br />4128.00 <br />wommu <br />4EHEI <br />"2605- HAYDEN" <br />GARAGs NWIN 2 <br />RIGHT <br />PAGE <br />ROOF <br />FRAMING PLAN <br />AND NOTES <br />150 MPH EXP. B <br />DA11/15/18 <br />eCAIM 1/4'=1'-0" <br />simc 6'tC <br />►�J 6 <br />