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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG 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 />5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. <br />8. 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 />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 NS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING:' WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'4Y", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />IZZOO 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 />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SEE SHEET <br />S2.2A FOR <br />SAFE LOAD TABLES <br />----------------------------------------- --------------- —--------- ------- 11 <br />8F18-1T/OM/08 8F16-1TIOM/OB 8F16-1T/0M/0B 1 <br />1 <br />LINO PROVIDE BB1 <br />Ic <br />WHERE ROOF TRUSSES <br />1 <br />BEAR. TOP OF WALL 4 <br />1� <br />EL. 8'-0" LINO A <br />4 <br />1� <br />� <br />Im <br />1 <br />i <br />4 <br />1 <br />� <br />� <br />1 <br />� <br />1 <br />1 1 <br />0 <br />1 1 <br />1 1 <br />}--------------------------------------------- <br />------------------; <br />N <br />� <br />1 <br />, <br />L <br />i <br />Z7t� <br />+x 1 <br />�w 1 <br />m> 1 <br />� 1 <br />a 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />8F16.1T/0M/0B 8F16-1T/0M/0B <br />------------- ------- .--------------- ------------- --------rrrrrr-----rrrrrr-----------J <br />1 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-O" <br />d N.RONALD REAGAN 81. <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdealgngmup.com <br />AA #: 0003325 <br />Y <br />6 <br />q <br />SUBDIV. & LOT <br />ABBOTT PARK <br />LOT# 19 <br />BLK. 11 <br />PROJECT* <br />04181.000-19111 <br />MODEI,a <br />3EAB <br />"1504—ALLE)C <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />D TE 05/24/21 <br />OCAL C: 1/4"=1'-0" <br />OIiEET <br />s2 <br />