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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" 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-W 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 P8S38, .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. 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 6 <br />DESCRIPTION <br />REMARK <br />D <br />(2)2X6 <br />Q <br />(2)2X8 <br />3Q <br />(2) 2X10 <br />BEAM SCHEDULE <br />® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM I 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 />(fe <br />psi) <br />17E <br />MR <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />1 8.16 <br />(1)#5 <br />1 (1)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Sx8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />I T-O" <br />18' 0" <br />T-O" <br />---------r----------------------------------------------M--------- <br />1 <br />♦ II 8F16-lT/OM/OB 8F16-lT/0M/0B 8F - M/OBI 1 <br />♦♦ NO, PROVIDE BB2 (8x8) II II 7 , <br />1 ♦♦ ( WHERE ROOF TRUSSES I 1 <br />♦ BEAR, TOP OF WALL, EL. I 1 <br />♦ II 174", UNO 1 <br />I <br />1 <br />♦♦ I' II III 1 <br />1 <br />1 1 <br />♦ < I 1 <br />♦♦ CIO <br />1 <br />III— — — — — — — — — — — — — — ---------7► 1 <br />0 I ♦♦♦ I , II o 1 <br />m ; <br />I ♦ 1 1 <br />II ' I II 1 <br />II i i II m i <br />1 1 <br />m I <br />8F16- <br />-------j------------- <br />7' 0" <br />III <br />GR5 „ <br />------ 8-1-1—/—M/------- <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4"- l'-O" <br />A R C N I T E C T E <br />Design <br />Grou LLG. <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W ww.abdmigingroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813586.2802 <br />sUDDIV, & LOT <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT# <br />03719.001-19161 <br />MODEL' <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />V.150 MPH EXP. C <br />