Laserfiche WebLink
FRAMING NOTES: <br />�,.— -- ,."w. Ft6-1Tl----------------8F16.1TlOM--a--a---------r8F16-1TlOM/1B--.m.------- #� <br />1 <br />ii 1 <br />6�m <br />$ <br />i <br />a <br />AH7 <br />8F16-1T/OM/lB <br />$ <br />q <br />10'.8" d <br />$ <br />? <br />% <br />$ <br />9 <br />LL <br />$m <br />14 <br />¢LL <br />q <br />f <br />o' <br />i <br />3 <br />$ <br />m <br />o <br />$ <br />$ <br />$ <br />$ <br />$ <br />e <br />3 <br />) <br />$ <br />1 <br />$ <br />6 <br />$ <br />a <br />Q$ <br />1 <br />� <br />� <br />x <br />' m <br />6 <br />UNO, PROVIDE B81 WHERE <br />$ <br />ROOF TRUSSES BEAR, TOP <br />e.{nq <br />`@ <br />OF WALL EL. 9'-4", UNO. <br />5 <br />i <br />a <br />G <br />i <br />� <br />1TRF14- <br />0M0B <br />d <br />*' 4" <br />v. <br />S <br />$ <br />$ <br />FH5 <br />$ <br />k 4 <br />1 <br />s <br />8F38.1 T/0M/OB <br />94" <br />�"'( 9 <br />8F16-1 T/OM/OB <br />'q <br />$ <br />� <br />8F36-i;OMAB <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-O" <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 112" 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 />B. 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, .177" " x 2 7/8" LONG, WITH WASHER 0 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 8 <br />DESCFUPTION <br />REMARK <br />1Q <br />(2) 2X12 <br />Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 />(pet) <br />WH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MIO <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />1441 N. RONALD REAQAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.eom <br />AA #: 0003325 <br />DRAFTING SY.. <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5498 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813486-2628 <br />FAX: 813886.2602 <br />aunDiv. at LOT: <br />SILVERADO <br />LOT ##18 <br />BLK ##13 <br />P1lOJWT# <br />03719,000-18131 <br />95-D <br />GARAGE 81F] NG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />N' <br />M H E B <br />