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GENERAL NOTES
<br />EXISTING ROOFING NOT CHANGED
<br />'DATE:
<br />5-20-14
<br />The structure is designed to be self-supporting and stable after
<br />the building is fully completed. It is solely the contractor's
<br />responsibility to determine erection procedure and sequence and to
<br />Insure the safety of the building and its component parts during
<br />erection, This includes the addition of whatever shoring,
<br />sheeting, temporary bracing, guys or tiedowns which might be
<br />necessary,
<br />It Is solely the contractors responsibility to follow all op-
<br />plicable safety codes and regulations during all phases of con-
<br />struction.
<br />Should any of the detailed instructions shown on the plans con-
<br />filct with the general structural notes, the specifications or
<br />with each other, the strictest provision shall govern,
<br />The general contractor shall be responsible for verifying all
<br />dimensions and elevations shown on the plans and for coordinating
<br />all dimensions and elevations shown on the structural drawings
<br />with those shown on the architectural and mechanical drawings. If
<br />discrepancies in the dimensions occur, it shall be the
<br />contractor's responsibility to bring the discrepancy to the at-
<br />tention of the architect before proceeding with the work,
<br />Unless noted otherwise, requirements given for one or more loca-
<br />tlons also apply at other locations at which conditions are
<br />similar, The requirements given shall be adopted to conditions at
<br />such other locations,
<br />The site shall be graded to provide drainage away from the structure,
<br />This structure not designed to resist additional wind loads imposed by the
<br />installation of wall panels & framing not shown on this plan,
<br />CONCRETE NOTES
<br />All concrete work shall conform to the building code requirements
<br />for reinforced concrete (ACI 318-89) and specifications for
<br />structural concrete for buildings (ACI 301-84) of the American
<br />Concrete Institute,
<br />Provide at least one copy of the ACI Field Reference Manual, SP-
<br />15, in the field office at oil times,
<br />All reinforcing steel shall be ASTM A615 Grade 60,
<br />C,I,P, concrete construction or control Joints in slab on grade to
<br />be as shown on plans. Where not shown, limit control Joint
<br />spacing to no greater than 15 feet on any side for 5 Inch slabs
<br />and 12 feet for 4 Inch slabs an grade, The sections bounded by
<br />control or construction Joints shall be approximately square, with
<br />the length to width ratio less than 1,5,
<br />Coordinate concrete work with architectural drawings and
<br />specifications for architectural finished concrete, recessed
<br />areas, embedded items, and special control Joints,
<br />Structural lumber design and construction shall conform to
<br />ANSI/NFoPA NOS-1991 National Design Specification for wood
<br />construction,
<br />Wood product sizes ore stated In terms of standard nominal +sizes.
<br />Design values ore opplleable to lumber that will be used under dry
<br />conditions such as In most covered structures,
<br />Design values used are for normal load duration,
<br />All structural wood members shall be Visually Graded Southern Pine
<br />Dimension Lumber No. 2 Minimum Grade unless otherwise indicated.
<br />Wood members shall be pressure treated where In contact with poured
<br />concrete, soil, masonry, or where otherwise indicated,
<br />Lumber shall be so handled and covered as to prevent marring, and
<br />moisture absorption from rain,
<br />AND REPLACED WITH NEW PRECAST LINTEL SUPPORTED
<br />ON EITHER END BY 8" BEARING ON CMU BELOW, LINTEL
<br />TO BE FILLED SOLID AND HAVE 1-#5 CONT, INSIDE, TO
<br />BE TIED INTO CELL TO EITHER SIDE OF OPENING, IF CELLS
<br />UNDER LINTEL ARE NOT POURED SOLID THEY MUST BE, EA.
<br />CELL MUST HAVE #5 DRILLED INTO SLAB BELOW AND INTO
<br />BOND BEAM ABOVE, TO BE SET INTO THEM WITH SIMPSON
<br />2-PART BONDING EPDXY OR EQUAL. DRILL 3/4"X6" HOLE IN
<br />EA, AND FILL W/ EPDXY,
<br />EXISTING 2"X ROOF FRAMING NOT CHANGED
<br />EXISTING ROOFING NOT CHANGED
<br />ALL CELLS TO BE FILLED OVER NEW BEAM
<br />EXISTING C,M,U. WALL TO BE SUPPORTED BY NEW STEEL BEAM
<br />SECURE TO NE BEAM W/ 1/2 X6" TITAN ANCHORS 24" O.C.
<br />'TING 2 X ROOF FRAMING NOT CHANGED STAGGER EA. SIDE OF WEB
<br />NEW W12X30 STEEL WIDE FLANGE BEAM TO BE INSTALLED
<br />TO SUPPORT REMAINDER OF EXISTING WALL AND ROOF,
<br />1 /2" THRU BOLTS TO 2-2"X LEDGER 48" OC, SET BOTTOM OF WOOD ON
<br />INSTALL NEW HUS26 JOIST HANGERS BOTTOM FLANGE OF BEAM
<br />0 EA. EXISTING RAFTER 2"X8" SHOT TO BOTTOM FLANGE OR BOLTED W/3/8" 48" OC„
<br />SECTION
<br />SCALE 1" - 1' 0'
<br />EXISTING 8" C.M,U, WALL TO BE INSULATED
<br />W/ R5 RIGID INSULATION AND FURRED OUT
<br />WITH 1"X2" (MIN,) P,T, FURRING STRIPS
<br />WARNING; DO NOT SCALE DRAWINGS USE DIMENSIONS AS SHOWN OR CALL DESIGNER WITH OUESTIONSII SCALE 1 /4" = 1'
<br />FxIgTING ROOFING NOT CHANGED
<br />XISTING 2"X ROOF FRAMING NOT CHANGED
<br />ALL CELLS TO BE FILLED OVER NEW BEAM
<br />EXISTING C,M,U, WALL TO BE SUPPORTED BY NEW STEEL BEAM
<br />SECURE TO NE BEAM W/ 1 /2"X6" TITAN ANCHORS 24" O.C.
<br />STAGGER EA, SIDE OF WEB
<br />W12X30 STEEL WIDE FLANGE BEAM TO BE INSTALLED
<br />1UPPORT REMAINDER OF EXISTING WALL AND ROOF,
<br />SECTION 2
<br />_Q
<br />SCALE V 1'-0'
<br />ALL CELLS TO BE FILLED OVER NEW BEAM
<br />EXISTING C,M,U, WALL TO BE SUPPORTED BY NEW STEEL BEAM
<br />SECURE TO NE BEAM W/ 1 /2"X6" TITAN ANCHORS 24" O.C,
<br />STAGGER EA, SIDE OF WEB
<br />6"X6"X1/2" STEEL PLATE WELDED TO
<br />STEEL COLUMN AND BOLTED TO 1 BEAM
<br />ABOVE WITH 4-1/2" THRU BOLTS
<br />6"X6"X1/2" STEEL PLATE WELDED
<br />TO STEEL COLUMN AND SECURED
<br />TO SLAB WITH 4-1 /2"X6" TITAN
<br />ANCHORS,
<br />NEW W12X30 STEEL WIDE FLANGE
<br />BEAM TO BE INSTALLED
<br />TO SUPPORT REMAINDER OF
<br />EXISTING WALL AND ROOF,
<br />3"X3"X1 /4" STEEL TUBE COLUMN
<br />EXISTING SLAB AND FOOTERS
<br />SECTION
<br />SCALE 1" = 1'-0' 3
<br />NOTE:
<br />WHILE EVERY EFFORT HAS BEEN TAKEN TO AVOID
<br />OMISSIONS AND ERRORS, MICHAEL MARTIN DESIGN
<br />AND IT'S AGENTS CANNOT GUARANTEE AGAINST
<br />HUMAN ERROR, CONTRACTOR MUST VERIFY ALL LOCATIONS,
<br />FINISHES, DIMENSIONS, AND SPECIFICATIONS PRIOR
<br />TO CONSTRUCTION OF STRUCTURE,
<br />HEREBY CERTIFY THAT I HAVE REVIEWED
<br />THE ATTACHED DESIGN AND FOUND IT TO BE
<br />IN COMPLIANC ASCE 7-10 AND THE
<br />FLORID/k'B DIN.-eBDE 2010 ED.
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<br />Checked By:
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<br />Drawn By: ��
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<br />Job No:
<br />14035
<br />S2OF
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