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SHALLOW FOUNDATION AND SLAB ON GRADE NOTES:
<br />SF1. Design Soil Bearing Pressure:
<br />Spread Footings: [4000 psf]
<br />SF2. Soil to be stripped, compacted and tested in accordance with the
<br />recommendations of the soils engineer and project specifications.
<br />SF3. Footings shall be placed on firm, undisturbed soil or engineered fill.
<br />Engineered Fill: Naturally or artificially graded mixture of natural or
<br />crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940;
<br />with at least 90% passing a 1-1/2-inch sieve and not more than 12% passing a
<br />No. 200 sieve.
<br />SF4. Slabs shall be placed on compacted, free -draining, frost -free drainage
<br />course. Drainage Course: Narrowly graded mixture of washed crushed stone,
<br />or crushed or uncrushed gravel; ASTM D 448; coarse -aggregate grading Size 57;
<br />with 100% passing a 1-1/2-inch sieve and 0% to 5% passing a No. 8 sieve.
<br />All fill shall be compacted to a minimum dry density of 95% of the modified
<br />Proctor maximum dry density (ASTM-D1557), placed in 6" to 8" lifts. Pea
<br />gravel may not be used as fill. Utility trenches and excavations under the
<br />foundations or slabs shall meet the same requirements. See soils
<br />investigation report for further recommendations.
<br />SF5. Undercutting of the soil for foundation and/or slab placement may be
<br />req.'d. These drawings do not indicate the entire scope of undercutting,
<br />fill or bad soil removal that may be required to attain the design soil
<br />bearing pressures. It is the responsibility of the contractor to obtain a
<br />soils investigation report, before bidding, to assess the extent of
<br />excavation and compaction that may be required to meet the design criteria.
<br />The contractor shall retain the services of a soils engineer to monitor all
<br />backfilling operations and to inspect footing bearing material. A report
<br />certified by the soils engineer shall be furnished to the architect/engineer
<br />verifying that all foundations were placed on a material capable of
<br />sustaining the design bearing pressures.
<br />SF6. If dewatering is req.'d, sumps shall not be placed within foundation
<br />excavation.
<br />SF7. Maintain a maximum slope between adjacent footing bearing elevations of
<br />2 horizontal to 1 vertical. Maintain a 2:1 slope next to existing
<br />foundations to avoid undermining foundations.
<br />SF8. No horizontal joints permitted in any foundation. Vertical joints
<br />permitted only in wall footings.
<br />SF9. Shallow foundations may be earth -formed where the excavation permits.
<br />If earth -forming is used, add 2" to the width and length of all foundations.
<br />SF10. The bottom of all foundations shall be a minimum of 24" below final
<br />grade.
<br />REINFORCED CONCRETE NOTES:
<br />RC1. All concrete shall have the following 28 day compressive strengths:
<br />LOCATION STRENGTH AIR ENTRAINMENT
<br />Wall Footings, Spread Footings: [4000psi] [6%]
<br />IF APPLICABLE
<br />All concrete below frost line, exterior [3000 psi] [6%]
<br />slabs, piers, walls, columns, grade beams,
<br />concrete exposed to freeze/thaw:
<br />Interior slabs on grade:
<br />[3000 psi] [Non AE]
<br />RC2. All reinforcing steel shall be detailed, supplied and placed in
<br />accordance with ACI 315-99, ACI 318-99 and CRSI MSP-1-01.
<br />RC3. All reinforcing steel shall be shop fabricated and, where applicable,
<br />shall be wired together and conform to ASTM A-615, Grade 60.
<br />RC4. Chamfer edges of exposed concrete 3/411, unless noted otherwise.
<br />RC5. Contractor shall make four, 6"x12" test cylinders for each 50 cubic
<br />yards of concrete poured for each days operation. Break 1 at 7 days, 2 at 28
<br />days and retain spare.
<br />RC6. All welded wire fabric shall conform to ASTM A185, Fy(MIN.of 65 ksi.
<br />All welded wire fabric laps shall be 8".
<br />RC7. All finished concrete, concrete formwork and falsework shall be in
<br />accordance with ACI 301-99. Contractor is solely responsible for the design
<br />and construction of all formwork, falsework and shoring.
<br />RC8. Provide the following coverage's over reinforcing:
<br />Footings:
<br />Bottom and Unformed edges [31
<br />Formed edges and top [2"]
<br />Slab on grade:
<br />Welded wire fabric [Upper Third]
<br />Reinforcing Steel [21
<br />GENERAL NOTES:
<br />G1. BUILDING CODES:
<br />Model: Florida Building Codes 2004
<br />Local: Manatee County Building and Planning Department
<br />Light Gauge Steel: Specifications for cold formed steel design Manual by
<br />American Iron Steel Institute.
<br />G2. DESIGN LOADS:
<br />G2.1 Roof
<br />Dead Load:
<br />10
<br />pdf
<br />Live Load:
<br />20
<br />psf
<br />G2.2 Mezzanine
<br />Dead Load:
<br />54
<br />pdf
<br />Live Load:
<br />125
<br />psf
<br />SNOW - N/A
<br />Mechanical Mezzanine
<br />Dead Load:
<br />Live Load:
<br />Thermal Fact
<br />WIND by Florida Building Code 2004 + 2006 Supplement
<br />Basic Wind Speed: 130 mph
<br />Wind Importance Factor: 1
<br />Wind Exposure Category: C
<br />SEISMIC - N/A
<br />G3. Reactions and forces indicated are Allowable Stress Design Service loads.
<br />G4. If Drawings and specifications are in conflict, the most stringent
<br />restrictions and requirements shall govern. Contractor shall bring all
<br />discrepancies to the attention of the engineer and architect immediately.
<br />G5. Verify all existing conditions prior to any construction or fabrication.
<br />If different than shown, notify engineer/architect immediately for
<br />modification of drawings.
<br />G6. All contractors are required to coordinate their work with all
<br />disciplines to avoid conflicts. The architectural, mechanical, electrical
<br />and plumbing aspects are not in the scope of these drawings. Therefore, all
<br />required materials and work may not be indicated. It is the contractor's
<br />responsibility to coordinate these drawings with all other construction
<br />documents. Refer to architectural drawings for all dimensions not shown on
<br />these drawings. Locations, sizes and numbers of all openings may not be
<br />completely indicated in the structural drawings, the respective contractor
<br />shall field verify their work with all other disciplines.
<br />G7. The contract documents represent the structure only. They do not
<br />indicate the method of construction. The contractor shall provide all
<br />measures necessary to protect the structure during construction. Such
<br />measures shall include, but not limited to, bracing, shoring, underpinning,
<br />etc.. Engineer is not responsible for the contractor's means, methods,
<br />techniques, sequences or safety procedures during construction.
<br />G8. Notes and details shall take precedence over general structural notes.
<br />Where no details or sections are shown, construction shall conform to
<br />similar work on the project. Typical sections and details may not be cut on
<br />the plans, but apply unless noted otherwise.
<br />G9. Provisions for future expansion:
<br />Vertical: None
<br />Horizontal:None
<br />MASONRY AND REINFORCED MASONRY NOTES:
<br />M1. Minimum 28 day compressive strength of concrete masonry units shall be
<br />3000 p.s.i. based on net area of the unit. Specified design compressive
<br />strength of masonry shall be f'm = 3000 p.s.i. All units for exterior walls
<br />shall be normal weight block.
<br />M2. All mortar shall be Type S. No admixtures may be used unless approved by
<br />architect/engineer. Mortar shall not be used for grouting cores or filling
<br />bond beams.
<br />M3. All block shall be layed in a running bond pattern.
<br />M4. Course grout shall be used were grouting is required. Slump shall be
<br />8"-11". Minimum grout compressive strength shall be 3000 p.s.i.
<br />M5. All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi). Lap all
<br />reinforcing a minimum of 48 bar diameters.
<br />M6. See architectural and specifications for all control joint locations.
<br />Reinforcing in bond beams shall be discontinuous at control joints.
<br />M7. Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods
<br />and cross rods shall be #9 wire, galvanized, see specifications. Cut joint
<br />reinforcement at control joints.
<br />M8. Provide "L" bars at all bond beam corners as required.
<br />M9. Fill cores of block solid with grout two full courses below the bearing
<br />of all beams or lintels supported on masonry.
<br />M10. See typical schedules for masonry and precast concrete lintels not
<br />indicated on plans.
<br />M11. All masonry units below grade to be grouted solid.
<br />M12. All cores with reinforcing steel shall be grouted solid, full height of
<br />wall.
<br />SPECIFICATION FOR COLD -FORMED METAL:
<br />PRODUCTS
<br />METAL STUDS, JOIST AND ACCESSORIES.
<br />A. ALL PRODUCTS TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION.
<br />B. ALL GALVANIZED STUDS AND JOISTS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE MINIMUM REQUIREMENTS
<br />OF 1996 A.I.S.I. STANDARDS. Fr-50 KSI.
<br />C. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI)
<br />"SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 1996 EDITION.
<br />D. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS WEB STIFFENERS, ANCHORS, FASTENING,
<br />DEVICES, RESILIENT CLIPS AND OTHERS ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS
<br />RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBER USED.
<br />E. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS OR WELDING. SCREWS OR WELDS SHALL BE OF
<br />SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP
<br />WITH A ZINC -RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. WIRE TYING OF
<br />COMPONENTS SHALL NOT BE PERMITTED.
<br />EXECUTION
<br />FABRICATION AND INSTALLATION.
<br />A. PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER
<br />TO OBTAIN APPROVAL.
<br />&FRAMING COMPONENTS MAY BE PREASSEMBLED INTO PANELS PRIOR TO ERECTING. PREFABRICATED PANELS SHALL BE
<br />SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND
<br />TRANSPORTING.
<br />C. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED
<br />FOR AN ANGULAR FIT AGAINST ABUTTING MEMBER.
<br />D. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER RUNNERS,
<br />EXCEPT THAT IN THE CASE OF INTERIOR, NON -LOAD BEARING WALLS, STUDS NEED NOT BE ATTACHED TO UPPER OR LOWER
<br />RUNNERS.
<br />E. IN ALL DOUBLED JAMB STUDS AND DOUBLED HEADERS NOT ACCESSIBLE TO INSULATION CONTRACTORS, INSULATION EQUAL
<br />TO THAT SPECIFIED ELSEWHERE SHALL BE PROVIDES.
<br />F. SPLICES IN AXIAL LOAD BEARING MEMBERS OTHER THEN TRACK SHALL NOT BE PERMITTED.
<br />G. TEMPORARY BRACING WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE.
<br />INSTALLATION (NON -LOAD BEARING WALLS)
<br />A. TRACKS SHOULD BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE DRAWINGS.
<br />B. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM TRACK.
<br />C. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS AS SHOWN ON THE DRAWINGS.
<br />D. DIAGONALLY BRACED STUD WALLS, AS INDICATED ON THE DRAWINGS, SHALL BE PROVIDED AT LOCATIONS DESIGNATED AS
<br />"SHEAR WALLS" FOR FRAME STABILITY AND LATERAL LOAD RESISTANCE. ADDITIONAL STUDS, WHEN NECESSARY, SHALL BE
<br />POSITIONED AS INDICATED ON THE DRAWINGS TO RESIST THE VERTICAL COMPONENTS.
<br />E. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED.
<br />INSTALLATION (JOISTS)
<br />A. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE
<br />TOP OF THE BEARING WALL.
<br />B. WEB STIFFENERS SHALL BE PROVIDED AT REACTION POINTS AND/OR POINTS OF CONCENTRATED LOADS WHERE INDICATED
<br />ON THE DRAWINGS.
<br />C. JOIST BRIDGING SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS.
<br />D. ADDITIONAL JOIST SHALL BE PROVIDED UNDER PARALLEL PARTITIONS WHEN THE PARTITION LENGTH EXCEEDS ONE-HALF
<br />THE JOIST SPAN, ALSO AROUND ALL FLOOR AND ROOF OPENINGS, WHICH INTERRUPT ONE OR MORE SPANNING MEMBERS
<br />UNLESS OTHERWISE NOTED.
<br />E. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION.
<br />1. THESE DRAWINGS ARE FOR SCHEMATIC DESIGN ONLY. IT IS UP TO EACH INDIVIDUAL DESIGNER TO SPECIFY AND ENGINEER THESE SYSTEMS
<br />FOR SITE SPECIFIC LOCATIONS.
<br />2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION.
<br />3. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS.
<br />4. ALL CONTRACTORS SHALL EXAMINE THE SITE AND REVIEW THE DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTING A PROPOSAL.
<br />5. CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK.
<br />6. PLUMBING CONTRACTOR SHALL COORDINATE HIS / HER WORK WITH OTHER CONTRACTORS IN ESTABLISHING PIPE RUNS
<br />AND SPACE CONDITIONS.
<br />7. ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, CHASES AND FURRED SPACES.
<br />8. THE DRAWINGS AS PREPARED ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF
<br />THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES
<br />WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION.
<br />9. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS.
<br />10. ALL KITCHEN, PREP AREA AND SALES AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED. EQUIPMENT WILL BE FURNISHED WITH TRIM,
<br />FAUCETS, ESCUTCHEONS, ETC. PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH -IN TRAPS AND MAKE ALL FINAL CONNECTIONS (SEE
<br />EQUIPMENT SCHEDULE).
<br />11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS PIPING AND MAKE ALL FINAL CONNECTIONS.
<br />12. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL
<br />APPLICABLE CODES.
<br />13. PLUMBING CONTRACTOR TO PROVIDE BACKFLOW PREVENTERS AT ALL COFFEE MAKERS, BAGEL OVEN, DIPPING WELLS, ICE
<br />MAKER AND ALL OTHER EQUIPMENT AS REQUIRED BY CODE.
<br />14. PLUMBING CONTRACTOR TO PROVIDE TRAP PRIMERS OR TRAP SEAL ON ALL FLOOR DRAINS
<br />AS PER APPLICABLE CODE
<br />15. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO AS NOT TO VOID
<br />ALL EXISTING ROOF WARRANTIES.
<br />16. ANY CUTTING OR PATCHING NECESSARY TO PERMIT THE INSTALLATION OF ANY WORK UNDER THIS CONTRACT SHALL BE THE
<br />RESPONSIBILITY OF THIS CONTRACTOR.
<br />17. ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND/OR REPLACE
<br />ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR FROM THE
<br />DATE OF ACCEPTANCE BY ENGINEER.
<br />18. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT / OWNER.
<br />CFS (COLD FORMED STEEL)
<br />LEGEND:
<br />400S 162-54:
<br />2X4 STUD 16 GA.
<br />600S 162-54:
<br />2X6 STUD 16 GA.
<br />800S 162-54:
<br />2X8 STUD 16 GA.
<br />400T162-54:
<br />4" TRACK 16 GA.
<br />600T162-54:
<br />6" TRACK 16 GA.
<br />80OT162-54:
<br />8" TRACK 16 GA.
<br />600T162-43:
<br />6" TRACK 18 GA.
<br />600T162-68
<br />6" TRACK 14 GA.
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