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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 N (9) 10d x I IIZ'HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H I 0A OR LGT2 N I Od 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 />5. 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 />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS, <br />B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />9. 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 />10. 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, NTH WASHER Q 16" D.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM (Y-01% FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TFUM MAWFAMMR III EMINEM NOM: <br />1. ROOF GIRDERS Wt UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM, CHORD (MIN�) <br />2. COORDINATE ANY TRAYICOFFERED 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 />FRAMING PIAN. <br />SCALE: 1/4" = V-01' <br />6 <br />GrWDesign <br />oulrri= <br />LONGWOOD, FL 12750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />WWW.abdo8I9n9roUp.coM <br />31 <br />Ilka AA#:0003 !2�J5 <br />"IN <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />EA <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />LTAMPA, FLORIDA 33634 <br />PH 813-886-2628 <br />FAX: SiNW6-2902 <br />r"mtmDrv. at =01-04 <br />SILVERADO <br />LOT #5 <br />BLK #10 <br />PROJECT <br />03719.006-05102 <br />WODEU <br />2368-D <br />GAMWE 1191WINCII: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />%.15WH E <br />