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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 11,7 HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 10d x 110 HOG NAILS, <br />WOOD TO WOOD: <br />USP RT1 SA OR LUGT2 WI IOd 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. UNTELS 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 HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH 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 />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 STM. 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 8' FROM THE CENTER OF THE COLUMN. <br />CJ1 <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W1(2)16d <br />Q COMMON NAILS & SECURE TO SM. W/ USP <br />cS HLPTA76 USED TO BRACE TOP OF WALL. <br />3 O 5 <br />-„ - r - - - - - - - I <br />owlI Y <br />11 <br />N <br />„ <br />i IIII <br />= 11 II II 2A 1 <br />� N 131 <br />11 II II N tl Y tl Y Y tl tl <br />TTACH 4'-0" LONG 2x SCAB TO <br />1 1 1 1 1 1 <br />TRUSS W/ 10d NAILS 0 W O.C. tl Y Y Y Y z <br />(4" FROM EA. END) <br />I I 6 I= I <br />I I I= I I <br />PREARIFICICIED <br />TRAWB02WCCOMA MAX <br />I I I I I I <br />I I <br />Y—t <br />z <br />zasasa=z��azma: sa»aa xaaa�zza�=sa®a�a>�: <br />I 1 I I I I <br />1 I I I I I <br />gTTIC ° <br />CCESSa�.. I--. <br />I I I I I I < <br />to =s s a=s a»s s== <br />I 1 I OT 1AME <br />WT <br />0� <br />FRAMING PLAN <br />SCALE: 114" = 1'-0" <br />0riell, <br />r, <br />CA <br />CJ3 <br />F. <br />CJB <br />1A <br />1 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH:407.7746078 <br />FAX: 407-774.4078 <br />www.abdesi�lgroup.com <br />L AA R: 0003325 <br />L <br />�a� <br />u <br />b <br />4 <br />SV>sDIN. At LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #10 <br />PROJECT <br />04181.006-01102 <br />MODTJ " <br />4EBB <br />"1828-CALL" <br />GAP-%os switnk: <br />RIGHT <br />PAOI: <br />FRAM <br />PLAN G <br />160 MPH EXP. C <br />Dw li/25/19 <br />■C.%=: 1/4"=1'-0" <br />aI'I>�iQT <br />S3 <br />