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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 Wl (9) 1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1@" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 />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 />S. 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 HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .17T' ° x 2 7/6" LONG, WITH WASHER @ 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 />BEAM SCHEDULE <br />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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc (Psi) <br />'H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />11x6 <br />(1) <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />---------- ------- -------------------------------------------- <br />8Fl6-lTt0M/0B 81`16-1T/OM/O8 <br />1 <br />1 <br />♦ 1 <br />`♦ <br />1 <br />.1 <br />1 <br />,♦, <br />1 <br />1 <br />♦ <br />♦ <br />Lu <br />♦♦ <br />m_ <br />1 <br />p% <br />J <br />!! <br />%e <br />LL to <br />♦ <br />4* <br />m <br />1 <br />}-------------------------------------------- <br />♦♦ <br />1 <br />,♦♦ <br />♦ <br />♦ <br />1 <br />`♦ <br />1 <br />� <br />e <br />k <br />`♦♦ <br />;o <br />;' <br />------- <br />♦`♦♦LINO <br />JGT <br />PROVIDE BB1 <br />WHERE ROOF TRUSSES <br />♦ <br />BEAR. TOP OF WALL4* <br />EL. 6'-0"UNO <br />; <br />8F16-1T/OM/OIJIL <br />------- <br />T-0" <br />BF18-iT/0M/08 1 -1 BF16AT/OM/OB ♦ 1 <br />-------------------------------------------------------------------------y <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />OCT <br />i N. RONALD REAGAN BI <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />�i <br />aosr)m ac I.OT <br />ABBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-12131 <br />moDulu <br />3EAB <br />"1504- ALLEX" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH EXP. C <br />VIA <br />D � 10/26/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />s2 <br />