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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) 1Od 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 H10A OR LGT2 W/ 1 Od 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 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 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 />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'-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />RZRZM INDICATES OPENING BELOW/T.O.B. = TOP OP 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 />(psi) <br />MH, <br />REINFORCEM <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)AS <br />WA <br />GROUTED SOLID <br />----------------------------------- 1 <br />8F16-1T/OM/OB <br />V-0' <br />-UNO, PROVIDE BB7 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0'. UNO. <br />8Fi6-1T/0M/0B <br />7'-6' 8F16-iT/0M/0B <br />7'-6' <br />1 ` 'i <br />♦♦, BRF14-IT/ONVOB ♦ <br />♦ 1 <br />♦♦ 1 <br />1 ♦♦% %% 1 <br />1 ♦♦ BFB- ♦ 1 <br />8F16(MIN)-1T/OWlBl ♦ 1T/ONVOB 8F16-1T/OM/OB ♦♦ <br />1 T4' ♦ 5'.10' 4'-6' 1 <br />♦1 <br />-------1twOrL-7J%rm - "WOV'"--------------------------------y <br />FINISHED GARAGE SLAB <br />LIFT BEAM PLAN <br />SCALE: 1/4' = 1'-0' <br />4 N. RONALD REAGAN 81. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdealgngroup.00m <br />AA 8: 0003325 <br />Y <br />A <br />9 <br />6 <br />7 <br />y <br />rousSm a TOM4 <br />ABBOTT PARK <br />LOT #7 <br />BLK #11 <br />PROJECT <br />04181.000-07111 <br />MODEIA <br />4EWB <br />"1499-FREEPORT" <br />GARAGE awMG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH ER. C <br />% AR NO <br />L) <br />D TE 01/18/21 <br />aCALE: 1/4"=1'-0" <br />aFIEET <br />11111. s2 <br />