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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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)10d x 1 1P2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ IOd x 1 1YP' 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. 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 (4-). <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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />gaaMM INDfCATES 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(Psi)SIZEREMARKS <br />REfNFORCEMENT <br />STIRRUPS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />84 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />T-0" <br />8F16-1TIOM/OB 8F16-1TIOMIOB F1 -1T 8F16.1T/0M/0B 1 <br />m 1 <br />♦ 11 now <br />LINO PROVIDE BB1 2Ic <br />♦♦ WHERE ROOF TRUSSES 1 <br />♦♦ BEAR. TOP OF WALL 4 1� <br />EL. 8'-W UNO <br />♦♦♦ 1� <br />> ♦ c 1 <br />1 <br />0 1 <br />o � ♦♦ LL 1 <br />p ♦ d' F________- <br />♦♦♦ 1 <br />1 <br />m ♦♦ 1 1 <br />♦♦ 1 1 <br />♦ 0 1 1 <br />♦ 1 1 <br />}_____________________________________________ __________________-j 1 <br />1 <br />n i I6__7v1-1 <br />0 <br />oZ 1 <br />- L L 1 <br />i m> O 1 <br />D 1 <br />< 1 <br />i 1 <br />� 1 <br />� 1 <br />� + 1 <br />� + 1 <br />1 <br />8F16-1T/OM/OB 8F16-1T/0M/0B 1 <br />---------------------- ______-------------------- ______---------------- -------- <br />LIFT BEAM PLAN <br />SCALE: 1/4' = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA IP: 0003326 <br />M <br />#4 <br />h <br />i4 <br />3 <br />app <br />a <br />BUDDIV. &. L102- <br />ABBOTT PARK <br />LOT #4 <br />BLK. #11 <br />PROJMCTO <br />04181.000-04111 <br />MODEL" <br />3EAB <br />"1504— ALLEX" <br />OARAOE 81NMG: <br />LEFT <br />PAGE <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 H E . C <br />ilI <br />DwrE 1/25/21 <br />SCALE: 1/4"=1'-0- <br />88EET <br />s2 <br />DwrE 1/25/21 <br />SCALE: 1/4"=1'-0- <br />88EET <br />s2 <br />