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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 WI (9)10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1 /2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/7 HOG NAILS, FILLALL 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 CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE <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 PlIS38, .177" ° x 2 7/8" LONG, WITH WASHER (M 18" 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 2,500 LBS SHALL BE <br />FABRICATED W/ A 20 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAYICOFFERED 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 FORALLTRUSSTO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />CJt <br />b CJ3 <br />CJ5 <br />1A <br />to <br />3.1 <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2)16d <br />N COMMON NAILS & SECURE TO BM. W! <br />G SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />11�1 <br />110 <br />1_ <br />1 <br />— <br />.,�!FIT <br />m <br />1 <br />1 <br />_ <br />vti <br />as <br />1 ' <br />1 <br />1 <br />1 <br />. •• <br />1 <br />1 <br />1 <br />_ <br />�1 <br />1 <br />� <br />1 <br />1 <br />1 <br />„ <br />1 <br />- <br />00 <br />F+nm c�► <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />CJ1 <br />CJ3 <br />CJ5 <br />0 <br />k <br />0 <br />m <br />1A 0 <br />0 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX:407-774-4078 <br />wwW.ebdesWngmup.com <br />AA M: 0003325 <br />tl <br />� <br />$ <br />fl <br />Zi <br />pfi <br />y�p( <br />8 <br />C <br />�5 <br />aysa><v & LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #13 <br />PHASE 4B <br />04181.04B-11131 <br />UODZI,A <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />%160 MPH EXP. <br />DATM 02/08/22 <br />aAa� <br />sc#.Ix: 1/4"=V-0" <br />wizen= <br />s3 <br />