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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 WI (8)10d x 1 1/2' HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1l2" 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 />S. 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 />S. 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 HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177'' x2 718" 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 WI 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 PLACG A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEINAST 8" FROM THE CENTER OF THE COLUMN. <br />CJ1 <br />4 CJ3 <br />A CJ5 <br />to <br />1 <br />WNW <br />WSW <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 />n x n N p n <br />N <br />m n x n n x <br />yny <br />ATTACH <br />TRUSS <br />n n yn u n <br />4'-0" LJNG 2x $CAB TO <br />WI 10d NAILS @ 6' O.C. <br />(4" FROM EA. END) <br />1 C n gn n I <br />N .I <br />I <br />A10G <br />A�y�s a m®aa,� <br />AS <br />»®a me.arz <br />aL.:� <br />,7 <br />A�m�z�a>oza®��z:z <br />-z <br />as®sas�a�aa::a�a� <br />�:a® . <br />�I� <br />PREF T�ROOF <br />= �I� • <br />IN- <br />I <br />1 <br />I <br />1 <br />I I l <br />a I <br />1jII I <br />Q <br />� <br />K <br />=:. m-.roams-----e. <br />ma®- ... <br />...m�.a: <br />I I <br />I <br />I <br />I I <br />I I <br />I <br />I <br />I I <br />A�CE'§3 <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />A3 <br />1A <br />I Gr I <br />1 <br />I I <br />/B1 \ <br />tea` <br />/ / <br />a' <br />\ <br />s <br />/ L-91���--x <br />EJ2 <br />/ ♦w / <br />:QCl <br />82GE <br />0�, <br />G�►f�7 <br />FRAMING PLAN <br />SCALE: 114" = l'-0" <br />Ot0 <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdes[gngroup.eom <br />AA k: 0003325 <br />b <br />b <br />O <br />aXMDM da IAT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />PROJECT# <br />04181.000-02151 <br />MODZU <br />4EBB <br />"1828-CALI" <br />GARAGE BWMG: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />AUG <br />a 08/13,120 <br />BCAI.E: 1/4"=i'-0" <br />aItEET <br />s3 <br />