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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) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 2A 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 P81336, .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 />SIZE 6 <br />DESCRIPTION <br />REMARK <br />1Q <br />(2)2X8 <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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(fli <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />--------- —------------ ------------------------� <br />8F16-lT/0M/0B BF16-1TMWOB 8F16-lT/0M/0B II <br />1 <br />♦♦♦♦ <br />1 <br />2 <br />m <br />4* <br />o; <br />♦ <br />♦♦ <br />t <br />a <br />�1 <br />el <br />�1 <br />LL <br />I <br />I <br />♦ I <br />♦♦ I <br />♦ I <br />♦ I <br />♦ I <br />Y <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />BRF14- <br />1T/OM/OB <br />1 1 <br />1 1 <br />1 1 ♦♦ <br />q 1 1 <br />1 1 ♦� <br />1 1 <br />i 8F20-lT/OM/1B 1 8F8- <br />1T/0M/0B <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0", LINO. <br />L------------------- i----- , <br />Z-----a------ L--------- J <br />LIFT BEAM PLAN <br />SCALE: 114" = V-0" <br />IS N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />S <br />r; <br />b <br />I <br />LJ <br />avaDIV. ac LOT: <br />ABBOTT PARK <br />LOT #20 <br />BLK #11 <br />PROJECT# <br />04181,000-20111 <br />moDlalt <br />4EAB <br />"1672—ARIA" <br />GARAGE at11ING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH EXP. C <br />M NO W723 <br />DAtmT TE: 9/22/21 <br />SCALE: 1/4"=1'-0" <br />aiIEET <br />s2 <br />