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FRAMING NOTES <br />r-r---- r------ ------- ---------- --------------- ------------------ ------ <br />I ♦ 8F16-1 T/OM/1 B 8Fl6-1T/OM/OB 8F16-1T/0M/1 B <br />El <br />1 <br />♦ •1 6 <br />� m <br />0 1 <br />`♦ 1 m <br />j <br />1 <br />♦ g <br />� c <br />♦ AH7 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />8F16-lT/OWIB i <br />1� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />s <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />m <br />1 <br />to <br />cl ~ <br />I <br />2 <br />1� <br />6 <br />% `♦ <br />1 <br />1 <br />� `` <br />1 <br />i <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />1 ♦ <br />, <br />OF WALL EL. T-4", UNO. <br />1 <br />1 ,♦ <br />♦% <br />1 <br />1 ` <br />` <br />1 <br />,` <br />1 <br />♦ <br />1 <br />I ` <br />`♦ <br />`♦ <br />1 <br />1 <br />1 <br />I <br />` <br />I <br />1 <br />,♦` <br />1 <br />I <br />1TOM 8 <br />1 <br />1Ell <br />fjxxx?QQQQu LEI <br />�♦" <br />% <br />1 <br />1 <br />1 <br />1 <br />`♦ <br />4 1 <br />1 <br />1 <br />I <br />♦ FH5 <br />1 <br />I <br />1 <br />% I I <br />1 <br />1 <br />Y I `♦ <br />1 8F36-1T/OWOB <br />:, ♦, <br />1 <br />9'-4" <br />1 8F16-1T/0M/0B <br />1 <br />r----------- <br />`1---------t--1 <br />BF36-1 T/OM/1 B <br />I I <br />---- <br />L— — — — — — — — ---- —J L-----1------ <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 NU (8) lDd x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ iDd x i 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, PONDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8' LONG, WITH WASHER (M 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 a <br />DESCRIPTION <br />REMARK <br />0 <br />(2)2X12 <br />2Q <br />(2) 2X8 <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 />(rc <br />SIZE' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM, <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.mm <br />AA S: 0003325 <br />Ill DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2628 <br />FAX: 8138862802 <br />lStMDIV. & L.OT <br />SILVERADO <br />LOT# 11 <br />BLK# 16 <br />PROJECT* <br />7 9.0 - 2 <br />b#ODELa <br />2795-CAMDEN" <br />GARAGE STIIIQG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />k150AAH EXP. B <br />D TE 05/13/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />s2 <br />