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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) tDd x 1 1/2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 W/ 1 Od x i M" 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 />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 Zx 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 IMIN.) <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. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 18d <br />COMMON NAILS & SECURE TO BM. W/ <br />SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />CJt CA <br />N <br />CJg p II xN u u x dx u u n x I 26 d d n CJ3 <br />F N n N AJACH 4-0" LONG 2x ICAB TO '1 <br />CJ5 u d p p p TRUSS W/ 10d NAILS t� 8" O.C. x n x s®'� CJ5 <br />(4" FROM EA, END) <br />1A to <br />3.1 AIOG <br />I I 6 I= I I <br />_ 3.1 „ <br />� ...�.._ _yam '.:en:e.. • �\e..�.:.. g C <br />C <br />A�� <br />zz� <br />A�s� rt <br />I I e I I I 3C <br />cc <br />.... .... s . ®RE-FF RI a 24- D. .MAX. <br />TRUSS S � 24" O.C. MAX. <br />I I I s I II I <br />a <br />_ 3 <br />OL <br />C <br />J Z <br />C <br />I I I I I I o a° <br />c <br />cl <br />to O <br />2 <br />I I I I I I az <br />It <br />aQ <br />1A e = e:s= c <br />1A --- <br />tA I GT <br />.1 3.7 <br />G <br />/B1 \ / -/ \ _r--u JpY / \� / _ \ Cl <br />ate: _— —�. —: EJ2 <br />B2C R.: <br />7 8 <br />7 8 53.1 3.1 <br />FRAMING PLAN <br />SCALE: 1/4"- V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.ebdedigngroup.com <br />L AA #: 0003325 <br />4 <br />rn <br />r <br />U <br />h <br />Z <br />K <br />� <br />jps6� <br />y <br />G <br />� <br />a'i <br />Q <br />mm <br />aunDiv. as LOT <br />ABBOTT <br />PARK <br />LOT #10 <br />BLK #8 <br />PROJECT* <br />04181.000-10081 <br />UODEX. <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />