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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 1 112" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/ 10d x 1 1/2" 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 />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 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 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 2,5D0 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 />y�. c3 3 � 3 <br />CA u ' x CA <br />4 <br />CJ3 • II x n n CJ3 <br />y�A Q <br />1A C3G 1A <br />1 .,�. C1 <br />2 <br />� m 1A Cil <br />x u n n CJ3 <br />c <br />EJ7 <br />1B A60 1C <br />.1 .1 <br />a� <br />SIMPSON OETAL2 IMPSON <br />96o ag <br />aaaa=a,�a_&3. <br />s aea=os.ss•a:as®a s®saasma•v,amaaA2a <br />• PRE -FABRICATED ROOF <br />TRUSSES 24" O.C. <br />2V38r,�a®:a®= a <br />ACCEESSi <br />C I <br />.aa�aa�, <br />A3 <br />DETAL2 a AS IMPSON <br />RIDGE <br />7 B �6J,. A7G 2A <br />1 Bi 1 <br />"4' Z3 a Sio• I - , " CJ5 <br />1A B2G <br />1 4 �n <br />gp gp I{ �I D u ua II CJ3 R <br />CJ5 II A II •A A 1A <br />1 <br />g, CAI- CJ3 <br />n n n u EJ7 n x n CJ3. <br />by <br />CA <br />CJ1 ' <br />I <br />I <br />i i----------- <br />SIMPSON <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />MGT <br />MGT <br />MAY <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAIL 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />h <br />Q <br />o <br />O <br />aF� <br />W <br />f <br />O <br />> xmIDIV. & LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJECT# <br />04181.00 —2 111 <br />MODEL <br />2554—E301 <br />"DARWIN" <br />GARAGE 877/ING: <br />LEFT <br />PAGE: <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />%160 MPH EXP. C <br />L <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s6 <br />