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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" HDO NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI 10d x 1 112" 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 MATH <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 WALL 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 PBS36, A 77" ° 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 />S12E 8` <br />DESCRIPTION <br />REMARK <br />C <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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fo (psi) <br />SIZE, ZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />806 <br />(1)#5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8z8 <br />(C)#5 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />— ----- ------- <br />1` I <br />1 ♦ 8F8-lT/OMl0B 8F8-lT/OM/OB 8F8-1T/OM/08 1 <br />1 ♦♦ 2 I 1 <br />i ♦♦2.1 <br />♦ <br />1 IA <br />1 ♦ I 1 <br />1 ♦♦ 1 <br />1 ♦♦ I GT 1 <br />♦ I <br />1 ♦`♦ j 1 <br />♦♦ I <br />i ` U.N.O. PROVIDE B82 WHERE ♦ <br />1 ROOF TRUSSES BEAR, ♦ 1 <br />1 TOP OF WALL EL 17'-4" `♦ 4 1 <br />1 %% 1 1 I 1 <br />j ♦♦` , 1 <br />♦ I <br />♦1 <br />1 �♦ 1 <br />1 0 ♦♦ 1 <br />1 4* ♦ 1 <br />1 � ♦♦ 1 <br />1 �♦ `% 1 <br />1 ♦♦ ♦♦ 1 <br />1 1 ♦ ♦ 1 <br />1 1 ♦ ♦=GT <br />`♦IGT <br />i ♦ <br />4 1 ♦ <br />F- ♦ <br />8F8•1T/0M/0B <br />i♦♦ 1---- ---,t r— lal <br />I ♦ 1 IL — — — — — — — — — — J 1 <br />1 Of 8F8-lT/OM/0B 8FB-lT/OM/OB ♦ 1 2.1 <br />1 1 <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />•1 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />AA B: 0003328 , <br />s <br />% <br />KK <br />S <br />I <br />H <br />11,81"'21605- <br />VHDm Ao LOT:ABBOTT PARKLOT #9 <br />BLK #14 <br />PHASE 4CROJECT* <br />4181.04C-09141 <br />DEL:4EHB <br />HAYDEN" <br />GARAGE 9VIII9G: <br />LEFT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />160 MPH EXP. <br />ROLNO A ABOUMACRA <br />L AR NO 93723 A <br />DAB 02/07/22 <br />8CAIX: 1/4"=1'-0" <br />SKEET <br />s5 <br />