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<br />WHILE EVERY EFFORT HAS BEEN TAKEN TO AVOID
<br />OMISSIONS AND ERRORS, XTREME DESIGN INDUSTRIES
<br />INC. 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 />FRONT ELEVATION
<br />WARNING: D.NerSChiZDtAwz gS SZDZKLNS:efSMSxewMOJ cKlDZiy+ZRwlriQ48vh7ft SCA 1/4' a 1'
<br />ELEVATION
<br />WARNING .... 9nerW! SCALE 1/4' - 1'
<br />WOOD ROOF TRUSSES @ 4' -0" O.C. TYP.
<br />RIGHT SIDE ELEVATION
<br />WARNING: SCALE 114 - 1'
<br />LEFT SIDE ELEVATION
<br />WARNING: SCAL 1/4 = 1'
<br />TRUSS BLOCKING DETAIL
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<br />WARNING: SCALE 114 - 1'
<br />LEFT SIDE ELEVATION
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<br />9
<br />GENERAL NOTES
<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 contractor's responsibility to follow all ap—
<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 />flict 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 />tions 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 foods 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 all 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 on 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 />�_ H10 0 EA. TRUSS Coordinate concrete work with architectural drawings and
<br />specifications for architectural finished concrete, recessed
<br />X4 BEARING areas, embedded items, and special control joints.
<br />WALL BELOW
<br />TIMBER NOTES
<br />Structural lumber design and construction shall conform to
<br />ANSI /NFoPA NDS -1991 National Design Specification for wood
<br />construction.
<br />Wood product sizes are stated in t8rrrteY. of stondard'norhiA ( l sizes.
<br />Design values are applIf to lumber that will be used under dry
<br />conditions such as in most covered structures.
<br />A
<br />Design values used are for normal load duration.
<br />All structural wood mem".S (s shall be Visually Graded Southern Pine
<br />Dimension LgOi6er No. 2'M'inimum 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 />WIND LOADING --------- ------------------------- 120MPH
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<br />FLOOR /FOUNDATION PLAN
<br />WARNING; p N015cMj D MvJNyS uR DIniN$ImS ns i+ owu o[ cM1DfSZy qc ws x 2rg3rpKp(! SCALE 1/4' - 1'
<br />ROOF FRAMING PI
<br />WARNING SCALE 1/4' - 1'
<br />9
<br />GENERAL NOTES
<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 contractor's responsibility to follow all ap—
<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 />flict 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 />tions 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 foods 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 all 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 on 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 />�_ H10 0 EA. TRUSS Coordinate concrete work with architectural drawings and
<br />specifications for architectural finished concrete, recessed
<br />X4 BEARING areas, embedded items, and special control joints.
<br />WALL BELOW
<br />TIMBER NOTES
<br />Structural lumber design and construction shall conform to
<br />ANSI /NFoPA NDS -1991 National Design Specification for wood
<br />construction.
<br />Wood product sizes are stated in t8rrrteY. of stondard'norhiA ( l sizes.
<br />Design values are applIf to lumber that will be used under dry
<br />conditions such as in most covered structures.
<br />A
<br />Design values used are for normal load duration.
<br />All structural wood mem".S (s shall be Visually Graded Southern Pine
<br />Dimension LgOi6er No. 2'M'inimum 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 />WIND LOADING --------- ------------------------- 120MPH
<br />DR\J l D W. 5 "T4, 1r4, P e-.
<br />DA (:�11y, 'ffL . 3 3 52- S
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<br />HEREBY CERTIFY THAT I HAVE REVIEWED
<br />THE ATTACHED DESIGN AND FOUND IT TO BE
<br />IN C NCE WITUCOD 1606 OF
<br />TH FLORID BUILDI (FBC), 2007 ED.
<br />�ffTH 2009 P E
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<br />THE ATTACHED DESIGN AND FOUND IT TO BE
<br />IN C NCE WITUCOD 1606 OF
<br />TH FLORID BUILDI (FBC), 2007 ED.
<br />�ffTH 2009 P E
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