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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 1 112" HDG 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" 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 />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, A77" ° 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 0'4", FINISH FLOOR. UNLESS <br />fl(1TF fl 11TNF D1flflCF <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />O(2)2x6 <br />(2)2X12 <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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(P-I) <br />�H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />BX16 <br />(1)NS <br />(1)45 <br />N/A <br />GROUTED SOLID <br />SB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)05 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />8F8-lT/OM/OB <br />UNO PROVIDE B132 <br />WHERE ROOF TRUSSES <br />BEAR. TOP OF WALL <br />EL. 17'-4" UNO <br />� i <br />I <br />m <br />I <br />1 <br />LL <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 o <br />I <br />1 <br />1 o <br />I <br />1 <br />GT ,% <br />f ♦ 1 <br />1 ; %% 1 <br />1 <br />1 i %. i <br />4 1 %% 1 <br />i%% i <br />1 , I 8F8-1T/OM/0B 8F8-lT/OM/OB % 1 <br />1 1 <br />www---- w-��i <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1 <br />1 <br />1 <br />1 § <br />1 <br />1 <br />1 <br />1 <br />1441 N. RONALD REAGAN BLVDI <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />L AA N: 0003325 <br />r <br />04 <br />MMDrv. ae Loll: <br />ABBOTT PARK <br />LOT ##23 <br />BLK. ##11 <br />PR.oJECT# <br />04181.000-23112 <br />MODMIA <br />3EEB <br />"2260- ELSTON" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />160 MPH ER. C <br />DAB 4/08/21 <br />BCAM 1/4"=1'-0" <br />8*m= <br />S5 <br />