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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) 10d x 1 117 HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 Ire HDG NAILS, <br />WOOD TO WOOD: <br />USP RT1SA OR LUGT2 W/ 10d 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 />6. 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 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER a 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 />TRUSS MANUFACTURER / ENGINEER N07W: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE <br />FABRICATED W/ A 2x6 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 TOA STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />CJ1 <br />CJ3 <br />-7 <br />LW--" <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS & SECURE TO BM. W/ USP <br />HLPTA75 USED TO BRACE TOP OF WALL. <br />JL <br />II 11 11 2A I <br />3.1 I <br />II II II II 11 N N <br />II ATTACHI4!-0" LONG 2xISCAB TO <br />TRUSS W/ 10d NAILS @ W O.C. N <br />(4" FROM EA. END) <br />N N <br />N N <br />N N N <br />A/40 <br />I <br />6 <br />I <br />I <br />1 I I I <br />I <br />..oarmmw <br />I I I <br />- I <br />xs�s =s:� <br />y-- <br />I <br />i I <br />I <br />I <br />I <br />I <br />I If <br />I <br />I <br />I I <br />------}-------.—.�.-- <br />.—.�ACCESS�.J�. <br />I.—. <br />I <br />I I <br />I I <br />1 <br />I <br />All <br />1A <br />— — — <br />1A <br />Al <br />FRAMING PLAN <br />SCALE: 114" = V-0" <br />HE <br />CA <br />c <br />Cd6 <br />to <br />3.1 <br />W <br />MWM <br />1 <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-8 <br />FAX: 407-774 1. <br />www.abdsalgngro up.com <br />AA M: 0003325 <br />w <br />Q <br />®s <br />w <br />1 <br />ABBOTT PARK <br />LOT #5 <br />BLK. #8 <br />raoign"r <br />04181.00t05082 <br />MODRU <br />4EBB <br />"1828—CALI" <br />GA1tAG>Q a,"rnaGe <br />RIGHT <br />PAGIL <br />FRAMING <br />PLAN <br />%160 MPH EXP. C <br />D TO 11/25/19 <br />acA=: 1/4"=1'-O" <br />a>� <br />1111,. <br />S3 <br />