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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9)10d x 1 IZ 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 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE UNTELS. <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 2 718' 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'-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 8' 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 $ SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />' 3 a BRACE TOP OF WALL. <br />CJi <br />CJ3 <br />CJ5 <br />1A <br />1 <br />(3 (] U <br />HN <br />■N N N <br />Y a <br />EJ7 7A9.G <br />OF <br />-- -y -.-- . --�:�4 <br />(( <br />B ■w <br />pN1 <br />ATACH14'-0' I-MIG 2x SCAB TOTRUSS <br />W/ 10d NAILS Q 6'O.C. N N N <br />(4- FROM EA. END) <br />GT <br />:ate=..ass........ . 7 <br />........... . y,A .._ .`Q . .ate.= <br />PRE-tED s ............ <br />s ...aria .. ROOF <br />Q <br />s=.ems=_ss�ss:=_msss=s ul.....ems.......az� <br />O_ <br />_ <br />¢'s�s�s=cs=a:a�.n==.a� <br />_ <br />to <br />s ss==ss�ssss==sc=ssss=s�sss>== <br />A2 <br />C I <br />...===z==sss=== <br />A4 <br />A5 <br />\GT <br />6 <br />1A7 <br />V4 ABG <br />:�:�. <br />a <br />r <br />A <br />o <br />. �.�.�. <br />(p� ryq tlg pry <br />__=__ <br />1A <br />1 <br />— <br />N - <br />1A EJ7 y <br />y <br />— — t_ <br />2 <br />8 7 w <br />t7 <br />1 1 O <br />Q <br />FRAMING PLAN <br />SCALE: 1/4' = V-0' <br />�� <br />NEW= <br />1A <br />.1 <br />CJ5 <br />CJ3 <br />CJ1 <br />01 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX: 407-774.4078 <br />wvAv.aOdeslgngroup.com <br />AA 8: 0003325 <br />a <br />13 <br />Zl <br />13. <br />Ra <br />4 <br />F <br />��as9lb <br />O <br />SVHDm a Lo T4 <br />SILVERADO <br />LOT #16 <br />BLK #19 <br />PROJECT1p <br />04128.002-16191 <br />MODEL' <br />4EAB <br />"1672-ARIA" <br />GARAGE SIWMC;: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />