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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 12"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 WI IOd x 1 12" 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 PBS36, .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 />unTrn T... — <br />HEADER SCHEDULE <br />MARK <br />DES �ON <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 UNTELIT.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 />(rc psi <br />SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8xl6 <br />(1)#5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />R--I ------------ m--- m---- m------ m---------- <br />LINO PROVIDE 882 <br />WHERE ROOF TRUSSES <br />BEAR. TOP OF WALL <br />EL, 1TA" LINO <br />1 ♦ � <br />1 J+ •, <br />1 � <br />F 1 <br />1 8F8-1 T/OM108 _=F-1-I0=1=8 <br />1 <br />�� <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = l'-O" <br />1 <br />1 <br />1 <br />1 <br />1 S <br />1 <br />1 <br />1 <br />• <br />1441 N. RONALDj7FL32750 <br />LONGWOOD,PH: 407-7FAX: 407-7www.abdesigAA S: 00 <br />a <br />d <br />os <br />urq <br />h <br />O <br />a <br />j <br />d <br />11 <br />_ <br />a <br />2 <br />A <br />is <br />OR <br />18 <br />F: <br />ti <br />SVHIA DIV. ac T: <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />P120JECT# <br />04181.000- 29092 <br />MODEL• <br />3EEB <br />"2260—ELSTON" <br />GARAGE SIFMO: <br />LEFT <br />PAGE: <br />SECOND FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />%160 MPH E . C <br />DAAM 04/06/21 <br />SCAL.E: 1/4"=1'-0" <br />SHEET <br />S5 <br />