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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 1 112" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG 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 />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 WALL 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 PBS36, .17T' ° x 2 7/8" LONG, WITH WASHER C 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 />RMUM 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 />Ipsi) <br />SIZEW'XH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x8 <br />1) <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />- <br />„ <br />SF76-1T/OM/OB <br />BF76-1T/OM/OB <br />1 l / <br />BF18-iT10MlOB <br />R <br />UNO PROVIDE BB1 <br />m <br />o > <br />WHERE ROOF TRUSSES <br />o <br />BEAR. TOP OF WALL <br />- <br />EL. 8'-0" UNO <br />K <br />LL 3. <br />m <br />%LL <br />o <br />4 <br />it <br />�it <br />*. <br />s <br />b <br />GT <br />1 <br />4w <br />3 <br />�J <br />m i� C7 <br />,m <br />p <br />N <br />=F <br />F <br />0 <br />o OZ <br />0 <br />LL <br />uj <br />m <br />m0 <br />BFt6-1T/OM/OB <br />BFt6-iTlOM/08 <br />13'-5" <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAY.• 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />1V <br />y <br />a <br />t <br />aa <br />O <br />y <br />O <br />kk <br />S <br />a <br />a <br />SUSDIV. AC LOT: <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />PROJECT# <br />04181.000-34121 <br />MODEM <br />3EAB <br />"1504- ALLEX" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />