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1190MA Imm <br />SUMMARY: THIS PROJECT IS AN INTERIOR REMODELING OF <br />AN EXISTING BUILDING. <br />BUILDING CODES: <br />FLORIDA BUILDING CODE 2010 <br />FLORIDA MECHANICAL CODE 2010 <br />NATIONAL ELECTRICAL CODE <br />FLORIDA FIRE PREVENTION CODE <br />FLORIDA PLUMBING CODE 2010 <br />• ' • ••low <br />TYPE OF CONSTRUCTION <br />111 B - UNPROTECTED m SPRINKLERED <br />TOTAL----------------------14 PERSONS <br />EXIT PASSAGEWAYS -- A <br />CORRIDORS - - B <br />ROOMS - C <br />1,400 sq. ft. FLOOR AREA -- SEPARATE <br />FACILITIES NOT REQUIRED <br />MALE: "I <br />FEMALE; "I <br />UNISEX <br />REQUIRED <br />PROVIDED <br />WATER CLOSETS <br />1 <br />i <br />LAVATORIES <br />1 <br />I <br />DRINKING <br />FOUNTAINS <br />1 <br />i <br />m <br />w <br />U <br />r <br />m <br />GENERAL CONDITIONS <br />IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION <br />PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING <br />AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS <br />NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, <br />GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL <br />BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR <br />AFTER COMPLETION OF THE PROJECT. <br />ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL <br />DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR <br />DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2006 <br />THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS <br />IS DEPENDENT UPON COMPLETION ACCORDING TO PLANS AND <br />SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF-SUPPORTING <br />DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL <br />PERMANENTLY AFFIXED TO STRUCTURE AS DIRECTED. THE ARCHITECT <br />ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. <br />GENERAL NOTES - MASONRY <br />HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, TYPE N, <br />CONFORMING TO ASTM C-W. <br />MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C210 <br />COURSE GROUT SHALL CONFORM TO ASTM C416 WITH A MAXIMUM <br />AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF <br />2,500 PSI. <br />HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE <br />DUR-O-WAL AT 16" O.C., UNLESS OTHERWISE NOTED ON THE DRAWINGS. <br />SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND <br />CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT <br />WITHIN THE 6" LAP AND STANDARD "T" AND "L" SHAPED PIECES AT <br />INTERSECTIONS AND CORNERS. <br />PROVIDE PRECAST LINTELS OVER ALL OPENINGS UNLESS NOTED ON <br />DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT <br />OF THE GIVEN SPANS AND LOADING CONDITIONS. <br />GENERAL WOOD CONSTRUCTION NOTES <br />PRODUCTS : <br />PRESSURE TREATED LUMBER FOR SILL AND WALL PLATES AND FURRING OVER MASONRY, <br />FASCIA AND SOFFIT FRAMING, AND ANY LUMBER IN CONTACT WITH MASONRY. <br />FRAMING LUMBER - KILN DRIED Flo - 1,200, NO. 2 DIMENSION SOUTHERN PINE, SPRUCE/PINE/ <br />FIR, OR EQUAL. GRADING STAMP TO BE ON ALL LUMBER <br />PLYWOOD - APA RATED PLYWOOD SHEATHING, GROUP 1, EXPOSURE 1, THICKNESS AS SHOWN. <br />4' X S' SHEETS, DOUGLAS FIR OR SOUTHERN PINE. <br />MISCELLANEOUS INTERIOR SHEATHING - C-D OR BETTER FOR CONCEALED WORK. B-C FOR <br />EXPOSED SURFACES. <br />36" E <br />PUSH <br />CEXIS <br />I► <br />�i <br />0 <br />EXIT LIGHTS <br />EMERGENCY LIGHTING <br />FIRE EXTINGUISHER <br />LIF <br />SCALE 3/16" = 1'-0" <br />N0TE5: <br />(I.) PROVIDE FIRE EXTINGUISHERS AS SHOWN ON PLAN <br />AND AS DIRECTED BY FIRE MARSHAL <br />(2.) ALL DOORS TO HAVE LEVER DEVICE <br />DEMOLITION FLOOR PLAN <br />5 A I E 116 1I—oil <br />EXISTING <br />AND D IS( <br />IT DR. <br />ISSUED: <br />r REVISIONS: <br />xx-xx-xx <br />LL7 <br />p- Q n • <br />J t <br />g <br />w <br />;M• <br />LLJ <br />J m a <br />FE <br />® L'r) !� • <br />PROJECT NO. <br />DRAWING <br />�0") <br />AA <br />SHEET --2— OFI <br />