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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 W/ (9) lDd x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ lDd x 1 1/2" HOG 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 />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 />8. 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 20 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 Q 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 />ZMZM 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 />ft <br />(psi) <br />SIZE <br />WXH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3000 <br />8x16 <br />(1)k8 <br />(1)N5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Bz8 <br />(1)N8 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />1� <br />1 <br />1 8F8-1T/01 <br />1 ♦♦♦ T6„ <br />------------------'� ♦- <br />8F8- <br />4'4- <br />U.N.O. PROVIDE BB2 WHERE <br />ROOF TRUSSES BEAR, ;— — — — — — — <br />TOP OF WALL EL 17'4" � <br />8F8-iT/OWOB 8F8-lT/0M/0B <br />1 <br />r-------------------------------- <br />1 <br />1 1 <br />1 <br />I I <br />i♦ <br />i <br />------1 <br />1 <br />GT ♦♦ <br />1 <br />8F8-lT/OM/OB <br />♦♦ <br />1 <br />7,-6„ <br />1 <br />.1 <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 114" = V-0" <br />1 <br />1 <br />1 <br />1 0 <br />1 <br />1 <br />1 <br />1 <br />9 <br />1 <br />1 <br />1 <br />1 q <br />i <br />1 <br />1 <br />1 <br />1.441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA k: 0003326 <br />pp <br />Q <br />O <br />avaDiv ae LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #11 <br />PROJECT* <br />04181.000-13111 <br />MODmL4 <br />E401 <br />"2828—ENSLEY' <br />GARAGE B'VfMG: <br />RIGHT <br />PAG <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN AND <br />OTES <br />160 E . C <br />18 <br />SCALE: 1/4"=1'-0" 1 <br />S5 <br />