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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 1 1/2" HOG 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 />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 />8. 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 REVIEW AND <br />APPROVAL. <br />10. PLACE 2A 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 C 16" O.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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5DO LBS SHALL BE <br />FABRICATED W1 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 TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS & SECURE TO BM. W/ <br />SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />CJt I EJ7 <br />9 C,13 q n n n p n n n n n n n 1C q n n <br />N N N N uTO <br />y <br />N ATTACH 4'-0" LONG 2x SCAB <br />CJ5 == n n n q q TRUSS WI 10d NAILS @ 6" O.C. n x n <br />N N N N M (4" FROM EA. END) N N N <br />I <br />I 6 1 <br />I <br />I I <br />i <br />\1A�====6===�__ <br />I <br />1 I <br />I I <br />ATTIC <br />A=== ACCESS=� <br />A5 I I I <br />I I I <br />All <br />=Xxssss =mrs� �c�= <br />AI <br />A15 <br />7_ <br />i /A16 — �� <br />I I I = <br />1 I I <br />PRE-F T®ROOF <br />- :2w <br />I 1 I <br />I I I <br />I I 1 <br />I I I <br />I I I <br />1A — — — _ = 1A _ <br />FRAMING PLAN <br />SCALE: 1/4" = l'-O" <br />'i' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwAbdesigngroup.comn <br />AA t: 0003325 <br />V <br />14 <br />d <br />F <br />87 <br />o <br />uQi <br />� <br />F <br />R <br />o <br />no <br />C <br />MIN <br />k <br />Nn <br />W <br />f <br />O <br />SUHDIV. k LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK #12 <br />PHASE #4C <br />PHOJECT41 <br />04181.04C-08121 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />CAP -AGE 3TrMG: <br />LEFT <br />PACE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />i0 <br />DAH X- 12/07/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3 <br />