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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) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/ 1Od 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 />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 FINALTRUSS 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 PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. <br />T-0" <br />CJ1 — '-- <br />I n e n es u u n u n I n n n n n -e n u I e n n n n II n <br />CJ3 t I <br />n u en u It It I. Itn 1111 11 11e n e u n n n n <br />CJ5 �__ or-T 1—r11-16 _T11�11-T1I�11 11—I 1 <br />r=== i�'AI+ <br />II <br />II <br />n� 11 11 11 11 11 � e n n n It n It <br />I _ <br />it 11 11 N <br />F " I I II III II II II II II II II II II II I I II I II I II � II II II I �_ <br />IIj e n e n u n n n n I n n n n n e n e e u a n n n e <br />II I 1111 RIDGE <br />w u e n eu n n n n n n n n n n n e n e n n n n u n e 11 e\ <br />11e 11u 11u n n n n n n n n e n e u e n n u n I I <br />ll II III II II I II II � II II II II I I II 14 I I II I I I. Q <br />CJS Q Q nI Ie I n n <br />_n n _ <br />II I u I I� I1 II II I� II II InI <br />CJ3 = I III 11 11 11 11 A u n n n <br />n a e e e n <br />n <br />CJ1 a IIte <br />/ <br />\ <br />U U U <br />FRAMING PLAN <br />SCALE: 114 = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W W W.abdesigngroupxom <br />AA #: 0003325 <br />F <br />e <br />QQ <br />G <br />M <br />ARK <br />2 <br />PROJECT# <br />04181.000-32071 <br />MODEL• <br />3EAB <br />"1504-ALLEX" <br />GARAGE SrrMG: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH E C <br />