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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) 1 Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 GA OR LGT2 W/ 10d x 1 112" HDG 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 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 />8. 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 />9. 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 PBS36, .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 />BEAM SCHEDULE <br />® INDICATES OPENING BELOW/T.O.B.=TOP OF BEAM I B.O.L.=BOTTOM OF LINTEL/T.OA.=TOP OFARCH/T.O.S=TOP OFSLAB <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 />(psi) <br />IZH, <br />REINFORCEMENT[�:L <br />REMARKS <br />BTM. <br />TOP <br />MIO <br />BB1 <br />MASONRY <br />3000 <br />Bx8 <br />— <br />(1)q5 <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />8F16-1T/OM/OB 8F16-iT/0M/0B SF18-1T/OM/OB <br />LINO PROVIDE BB1 <br />Imo <br />WHERE ROOF TRUSSES <br />0 <br />BEAR. TOP OF WALL 4 <br />�� <br />EL. 8'-0" UNO 1 <br />�' <br />K <br />m <br />m <br />6 <br />~ <br />� <br />v � <br />a <br />-w <br />a <br />- W� <br />P <br />O <br />2Z <br />' <br />m; <br />m <br />a <br />MOM FF614M <br />ram , .am xv au w .+.. ,.e on eie8F16-1T/OM/OB w1013 <br />uv...... . . BF16-1T/OM................................ <br />............... <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-O" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W w W.abdeslgngroupxom <br />AA #: 0003325 <br />O <br />R <br />S <br />c <br />S <br />9L7HD1Y. de I,OT: <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT <br />04181.000-32071 <br />MODElz <br />3EAB <br />"1504—ALLEX" <br />GARAGE SV NG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH E . C <br />