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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) 1 Od x 1 1/2" HDG NAILS, WOOD TO MOD: <br />SIMPSON HI OA OR LGT2 W/ 1 Dd x 1 1/2" 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 WTTH <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 />B. 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 VILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <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 P8836, .177" ° x 2 7/8" 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 />HEADER SCHEDULE <br />MARK <br />812E & <br />DESCRIPTION <br />REMARK <br />1O <br />(2) 2X8 <br />BEAM SCHEDULE <br />RRZUM INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM I 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 />(Pal) <br />IZE ZH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x18 <br />(1)N5 <br />(i)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Bx8 <br />(1)p5 <br />NIA <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />8F8-1 <br />i <br />i <br />U.N.O. PROVIDE BB2 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 1T-4" <br />8F8-1T/OM/OB <br />2.1 ♦ 8F8-1T/0M/OB 8F8-1T/0M/0B 8F8-1T/OMIDB <br />—}--------------------------- <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.mm <br />AA N: 0003325 <br />� <br />o <br />a <br />a <br />m <br />O <br />9 <br />4 <br />avaasv ae LAT: <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PllOJ6CT* <br />04181.000-3 113 <br />MOD= <br />4EHB <br />"2605— HAYDEN" <br />OA %AGZ DVMCG: <br />RIGHT <br />PACE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />60 MPH EXP. <br />DA mT 08/91/21 <br />SCALZ: 1/4"=1'-0" <br />aHEW <br />S5 <br />