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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) 10d x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x i 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 />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />S. 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 (41. <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 REVIEW AND <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 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 V-W, 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 />PO <br />SIZE <br />WkFI <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3OW <br />I ex8 <br />(1)Y5 <br />WA <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />--------- <br />—--- ------------------ m—T/ --------------- <br />----- S---- 8F76-iT/ <br />WOB <br />1 <br />1 <br />♦♦ 1 <br />1 <br />♦ <br />1 <br />♦ <br />1 <br />♦ <br />1 <br />♦,`♦ <br />ca <br />; <br />a <br />♦♦ <br />— <br />; <br />cog( <br />1 <br />♦ <br />♦ <br />`♦ <br />I I <br />�� <br />�yr� <br />1 <br />1 <br />♦♦ <br />I <br />r--T1l0� <br />I I <br />1 �^LLy <br />1 <br />L_J <br />1 oz <br />1 <br />CD <br />1 m> <br />1 <br />`♦` <br />1 In <br />1 <br />--------------------------------------------- <br />---------- <br />i <br />I <br />1 <br />1 <br />� <br />1 <br />1 <br />♦ <br />1 <br />i <br />1 <br />1 <br />Opp <br />m <br />1 <br />co <br />ig <br />i <br />' <br />UNO PROVIDE B61 <br />�Q <br />WHERE ROOF TRUSSES <br />7 <br />17 <br />BEAR. TOP OF' <br />¢ <br />1T <br />40 <br />EL. 8'-0' UNO <br />1 <br />0 <br />i <br />8F16-1T/OM/OB <br />-------- <br />8F16-1T/OM/08 8 1OF1 / <br />---------------------------------------------------------- ---------- <br />8F16-lT/OWOB <br />------- <br />r-o <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <br />JAN 2 <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />AA 8: 0003325 <br />Y <br />14 <br />� <br />a <br />-4 <br />Lu <br />c <br />I@ <br />yy <br />Z <br />W�U <br />sXMDIae T: <br />ABBOTT PARK <br />LOT #31 <br />BLK 9 <br />PV LO <br />ROJECT* <br />04181.000-31091 <br />MODELa <br />3EAB <br />"1504— ALLE)(" <br />GARAGE SWWO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 PH EXP. C <br />