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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 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 BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <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 />S. 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 20 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 0 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 Y-0% FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. <br />m <br />m <br />,� <br />01 MI <br />�'�!� <br />l <br />i:�'1 <br />mill- <br />IW)I <br />dol■a�l�l� <br />'� <br />! <br />�'.:. <br />1 �' <br />��i <br />I'i I <br />'do-l- <br />lolYl r=i <br />i'I <br />' <br />_ <br />i. � ' <br />III 0Al <br />•_ <br />•�, <br />AH <br />AH <br />AHT <br />AH <br />, <br />, <br />AH1 <br />Al <br />I, <br />1 <br />' <br />wa <br />. ,,� <br />I <br />Kaj <br />�//CIA <br />, <br />�� <br />•,.�/�� <br />��j/ <br />,�� <br />Q <br />��� <br />0 <br />i <br />OFAl <br />� <br />' <br />j <br />rd <br />j // • / <br />'�;' <br />'ICI <br />Ii <br />x —off <br />- <br />IM <br />of <br />�1 <br />of <br />11 <br />11 <br />�: <br />11 <br />Lull <br />p, <br />I.II <br />11 <br />111 <br />1 <br />ON <br />1Ill. <br />111� <br />II <br />I'II <br />ON <br />D,1 <br />-- <br />11®j&®1117 <br />NJ <br />_ <br />- ---11 <br />�I <br />, <br />WIN <br />KNEEWAL2� BI <br />B <br />1 <br />FRAMING PLAN <br />SCALE: 1/4' = P-0' <br />A R C N I T R C T <br />6 <br />GrouoL� <br />141 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslpgroup.eom <br />AA k: 0003325 <br />DRAFTI7GROUP <br />A.B. DESIGDRAFTI5439 BEAUMONBLVD. <br />SUITE TAMPA, FLO34 <br />PH: 813486-2628 <br />FAX: 813886.2802 <br />Dw 10/30/20 <br />8CAL.E: 1/4"=1'-01" <br />sHmwr <br />s3 <br />