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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 Wp(9)10dx 1 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 12' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE UNTELS. <br />7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. <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 REVIEWAND <br />APPROVAL. <br />10. PLACE 2.4 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 PBS38, .177" " x 2 7/8' LONG, WITH WASHER Q 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 />HEADER SCHEDULE <br />MARK <br />" <br />REMARK <br />O <br />1 (2)2X8 <br />BEAM SCHEDULE <br />ROMM INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T O.A = TOP OF ARCH / T.O S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(fc <br />SIZK <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB! <br />MASONRY <br />3000 <br />8.18 <br />(1)18 <br />(1)18 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />84 <br />(1)15 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />L ------------------------- -I <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4' = l'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774807E <br />FAX:407-7744078 <br />www.abdeskpWoup.eom <br />AA M: 0003325 J <br />h <br />8 <br />� <br />i <br />o <br />o <br />OEll <br />sUDDIV. Al. LOT: <br />II <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />PnonwTo <br />04181.000-45071 <br />Uoasis <br />4EHB <br />"2605- HAYDEN" <br />GARAas BWDM: <br />RIGHT <br />PALM: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />60 MPH EXP. <br />V <br />4NOW7 <br />Dw09/22/21 <br />sCAIX. 1/4-=1'-0 <br />D*tE= <br />s5 <br />