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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA18 VW(9)10d x 1 12" HDG NAILS. <br />SMALL JACKS - 9' MAY BE NAILED VW (10)dx 1 12" HDG 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 12" 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"). <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 HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WTH WASHER R 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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEpR 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, 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 ALLTRUSS 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 />Cdt <br />CJ3 <br />CJ5 <br />1A <br />.1 <br />1-PLY <br />U:-1003LBS <br />0: 2204 LBS <br />to <br />t <br />1-PLY <br />U: -M LBO <br />O:tew LBB <br />1A <br />3.1 <br />1-PLY <br />U:-162LBS <br />G: 1873 LBS <br />F- <br />rl A <br />1 <br />1-PLY <br />U: -528 LBS <br />G: 1001 LBS <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES WW (2)18d COMMON <br />NAILS 8 SECURE TO BM. W/ USP HLPTA75 USED TO <br />BRACE TOP OF WALL. ffi <br />a <br />II <br />R'p <br />N�R RI■ 1IN1I R�■ <br />u I <br />1B N <br />1R� ■pI <br />= I ■p� <br />1I 8 _1I <br />LB <br />A140 _ <br />=yA <br />s=sxsssss sssesssssss z�asees=s=s�s>�e sssses�=ssass�=® <br />%�:ssss=s=s�ssa:�s ssssss=s>�s�s s=ssss==sus=s=s <br />TEDROOF s=s===s <br />TR RM02CQQ MAX <br />o saw v � secs s ssse s � • ` ss�' ss� e <br />----------------------------_. <br />AC <br />AC ESSs==a �a=s=s=sue==ass <br />11,7 <br />A11� <br />_ <br />1-PLY <br />U:-749LBS U-M LBS <br />= ssea <br />to <br />A15 <br />A76 ---- <br />BIGIE <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />SIR <br />1-PLY <br />G: 496 LBS <br />U:-145LBS <br />1A <br />3.1 <br />1A <br />14EY, <br />1-LY <br />U. 40 LBO <br />G: 639 Lee <br />Apt <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesoWoup.aom <br />AA 3: 0003325 <br />8111111 <br />ammE <br />sumIrv. AE LOT"" <br />SILVERADO <br />LOT #54 <br />BLK #6 <br />PnonwT1P <br />04 2 . 0 -54 6 <br />KODZI : <br />4EBB <br />"1828-CALI" <br />GARAGS awzxG: <br />LEFT <br />PACM- <br />FRAMING <br />PLAN <br />150 MPH EXP. H <br />DA2O CL O1/18/19 <br />SCAM- 1/4-=1'-0" <br />a1'i T <br />s3 <br />