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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 NA&S. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1 r2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 W1 10d x 1 1/2" 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 NTH <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. UlfrELS 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 HSX.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. MOD 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 />NOTEDOTHERWISE. <br />BEAM SCHEDULE <br />OZZ5M INDICATES OPENING BELOW I T.O.B. =TOP OF BEAM I RO.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH IT.O.S =TOP OF SLAB <br />ABBREVIATIONS <br />E-E, = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />Jr. <br />psi) <br />SIZE <br />MH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />----T- <br />STM <br />Top <br />I MIO <br />SIZE <br />— <br />SPACING <br />Bal <br />MASONRY <br />3000 <br />axils <br />— <br />Il)#5 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />B82 <br />MASONRY <br />30DO <br />8x8 <br />— <br />1-0) #5 <br />— <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S5. 1 A FOR <br />SAFE LOAD TABLES <br />SECOND FLOOR LIFT BEAM PIAN <br />SCALE: 1/4'= l'-O" <br />1-1 r- <br />Ij r- <br />li N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX- 407-7744078 <br />www.abdes4ftmp.com <br />AA #: 0003325 <br />L4 <br />lu <br />Ill <br />'u <br />U) <br />ul <br />x <br />0 <br />1 USDIV. & L074 <br />ABBOTT PARK <br />LOT #10 <br />BLK #12 <br />PHASE 4C <br />1p1moixoI <br />04181.04C-10121 <br />MODET— <br />E401 <br />"2828—ENSLEY' <br />GAI%AGE SIFMO: <br />LEFT <br />PAGF- <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EA j <br />ROLAW jk ABOO"014A <br />AR NO 93723 , <br />F-PRINT 12/07/21 <br />DATE: <br />SCAL.E: 1/4"=V-0" <br />SHEET <br />S 5 <br />