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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" HOG 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" 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 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 />S. 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, ZF72 P8S36, .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 />GE CUERipnON <br />REMARK <br />0 <br />1 (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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />�xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Bel <br />MASONRY <br />3000 <br />SX16 <br />(1)- <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />SEE SHEET <br />S5.1A FOR <br />SAFE LOAD TABLES <br />----------------------------------- —----- -------- ----- <br />VOB 8F8-lT/0M/0B 8F8-lT/0M/0B 1 <br />1 <br />2 I 1 <br />2.1 I 1 § <br />1 <br />,`♦ I , GT 1 <br />U.N.O. PROVIDE BB2 V <br />ROOF TRUSSES BEAR <br />TOP OF WALL EL 11 <br />_ 7 <br />I 1 <br />L--J <br />1 ♦, <br />1 <br />9 1 � ♦ <br />1 `` ,% %%% ♦`♦ <br />1 I GT <br />1 : `♦ <br />1 <br />1 ` ♦ 8F8-lT/0M/0B <br />1 I `♦--------1 r- <br />%` 1 1-----------J 1 j <br />1 I SF8.I TIOM/OB BFB-1T/OM/08 8F8-1T/OM/08 ♦ 1 2.1 <br />1 I <br />e--------------- ♦ l1 -----------�--y <br />L------------------------- <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1 /4" = V-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH: 407.7744078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ay1 <br />VOU13DIV. Ae LOT: <br />ABBOTT <br />PARK <br />LOT# 1 <br />BLK# 11 <br />PROJECT# <br />04181,000-11112 <br />moDEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE VOWING: <br />LEFT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />60 WX E <br />i VOCALE: 1/4"=V-0" 1 <br />S5 <br />VOU13DIV. Ae LOT: <br />ABBOTT <br />PARK <br />LOT# 1 <br />BLK# 11 <br />PROJECT# <br />04181,000-11112 <br />moDEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE VOWING: <br />LEFT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />60 WX E <br />i VOCALE: 1/4"=V-0" 1 <br />S5 <br />