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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 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 11T HOG 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 />5. 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 />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 @ 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 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 CING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN ATPLALEAST 8" FROM THE CENTER OF THE COLUMN. <br />yam, <br />CJt <br />9I CJ3 <br />CJ5 <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS & SECURE TO SM. W/ <br />0 L) 0 SIMPSON LTA2 USED TO BRACE TOP OF WALL. A ci 5 Lj) <br />I <br />p N N N N N N N N N N N <br />I I I I ATTACH 4'-0" LONG 2x SCAB O I <br />ssxx: s N N N N p TRUSS W/ 10d NAILS 6" O.C. N <br />i C (4" FROM EA. END) S <br />a= x I sAACCE 6 1=e=s = xx>s x I- <br />==aa=xa��x=saaa—a�a <br />I I I <br />aaaa.ra�=aaa�=a��s=.=aa�= <br />I I I <br />I GT I <br />� ;—_m -.7;xW�w�x <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />—' —— N-—-I&-— :- <br />,al <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA is 0003326 go <br />r <br />o <br />b <br />C <br />F <br />sumirv. a. LOT <br />ABBOTT PARK <br />LOT #5 <br />BLK #11 <br />lipaojzcT# <br />04181.000-05111 <br />MODEM.: <br />4EBB <br />"1828—CALI" <br />GARAGE > 'WMG: <br />LEFT <br />PAGE <br />FRAMING <br />PLAN <br />160 MPH W. C <br />