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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" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 1Dd x 1 112" 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 />MANUFACTURERS 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 />B. 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 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--i FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER Ni <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 216 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 S" FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />_ NAILS 8 SECURE TO BM. VW SIMPSON LTA2 USED TO <br />y✓� t� 'U U BRACE TOP OF WALL. <br />CJ1 <br />CJ3 <br />c3 (3 c3 �1 <br />mmwmmm <br />�/. <br />i <br />I ATTIC <br />ACCESS <br />A3 <br />rr <br />mm <br />FRAMING PLAN <br />SCALE: 1/4" = 1'4r <br />to <br />3.1 <br />lA <br />:J5 <br />,13 n <br />CA <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwAbdesigngmp.com <br />AA #: 0003325 <br />R <br />114 <br />; <br />I04 <br />i <br />q <br />a <br />� <br />ii <br />b <br />a <br />4n <br />ounDIV. as LOT: <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />PROJECT# <br />04128.002 08191 <br />MODEL" <br />4EAB <br />"1672—ARIA" <br />GARAGE STIMO: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />D TE 04/OB/20 <br />SCALE: 1/4"=1'-0" <br />aI=ET <br />s3 <br />