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STRUCTURAL NOTES (REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION)
<br />L FWDKS & FOUNIDA7M EXCAVAMM
<br />A. A GE07ECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS SITE SEE PROJECT MANUAL FOR GEOTECHNICAL INFORMA710N. APPROPRIATE
<br />RECOMMENDATIONS STATED IN THE GE07ECHNICAL REPORT ISSUED BY UNIVERSAL ENGINEERING SCIENCES DATED MARCH 3, 2014 SHALL
<br />BE FOLLOWED.
<br />B. THESE FOUNDA77ONS HAVE BEEN DESIGNED FOR A SOIL BEARING OF 2500 psf FOR CONTINUOUS AND ISOLATED FOOTINGS
<br />C. FOUNDA71ONS AND SLAB SHOULD BEAR ON EXISTING GRANULAR SOILS OR ON PROPERLY PLACED AND COMPACTED STRUCTURAL FILL.
<br />SEE GEO TECHNICAL REPORT FOR SPECIFIC REQUIREMENTS REGARDING EXCAVA71ON AND PREPARATION OF SUBGRADE, A GEO TECHNICAL
<br />ENGINEER SHOULD BE PRESENT TO DIRECT THE REMOVAL OF UNSUITABLE SOILS AND TO DETERMINE THE ADEQUACY OF THE BEARING
<br />SURFACE PRIOR TO PLACEMENT OF REINFORCEMENT AND CONCRETE
<br />D. FOOTING WIDTHS TO BE AS SHOWN ON PLANS AND DETAILS BOTTOM OF FOOLING IS TO BE EXCAVATED SQUARE AND TRUE,
<br />E. NO FOOTING TRENCH SHALL BE OPENED WITHOUT HAVING REINFORCING AND CONCRETE READY TO BE PLACED WITHIN THAT WORKING DAY.
<br />ANY VARIATION FROM THIS PROCEDURE SHALL ONLY BE UPON THE APPROVAL OF THE PROJECT ARCHITECT.
<br />F. ALL STRIP FOOTINGS SHALL BE CENTERED UNDER WALLS BEING SUPPORTED AND ALL ISOLATED FOOflNGS SHALL BE CENTERED UNDER
<br />COLUMNS, UNLESS NOTED OTHERWISE
<br />G. MINIMUM EXTERIOR FOOTING DEPTH SHALL BE AS INDICATED ON THE FOUNDATION PLAN SHEET S2
<br />H. IN THE EVENT THAT ORGANIC SOIL OR UNCOMPACTED FILL IS FOUND BELOW FOOTINGS OR FLOOR SLABS, IT SHALL BE REMOVED AND
<br />REPLACED WITH SELECT FILL, COMPACTED IN ACCORDANCE WITH THE GE07ECHNICAL REPORT.
<br />I. STRUCTURAL FILL SHOULD BE PLACED IN NO GREATER THAN 8' LOOSE LIFTS AND COMPACTED 1N ACCORDANCE WITH THE GE07ECHNICAL
<br />REPORT. ADEQUATE DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED TO INSURE COMPLIANCE WITH PROJECT
<br />SPECIRCA71ONS SUBGRADE INSPEC71ON AND FILL IES71NG UNDER CONTROLLED COND17IONS IS CONSIDERED ESSENTIAL IF THE FOOTINGS
<br />ARE TO BE FOUNDED IN FILL A TESTING FREQUENCY OF AT LEAST ONE FIELD DENSITY TEST FOR EACH 2500 SQUARE FEET OF LIFT,
<br />BUT NOT LESS THAN 3 TESTS PER LIFT IS RECOMMENDED WITHIN THE BUILDING AREAS
<br />2 comm.
<br />A. ALL READY MIX CONCRETE SHALL BE 4000 psi FOR ALL CONCRETE PLACEMENT. DO NOT ADD WATER TO THE MIX DESIGN AFTER
<br />DELIVERY TO 7HE PROJECT SITE.
<br />B EXPOSED EXTERIOR CONCRETE SHALL BE AIR -ENTRAINED (TOTAL AIR CONTENT = 5%). INTERIOR CONCRETE SHALL NOT BE
<br />AIR -ENTRAINED.
<br />C. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL REINFORCEMENT SHALL CONFORM TO THE MINIMUM REQUIREMENT BY AG 318.
<br />0. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO ACI 318 AND AG 315, EXCEPT WHERE OTHERWISE INDICATED.
<br />E. HOT OR COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI J05-89 AND AG 306-1-90, RESPECTIVELY.
<br />F. ANY CONCRETE PLACED BY MEANS OF PUMPING SHALL BE DONE IN ACCORDANCE WITH ACI 304.21? (82).
<br />G. CEMENT SHALL CONFORM TO A.S T.M. C-150 TYPE I.
<br />H. AGGREGATES SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT CONCRETE & A.ST.M. C-330 FOR UGHTWEJGHT CONCRETE.
<br />L READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A.S,T.M. C-94.
<br />ADMIXTURES MAY BE USED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF
<br />THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE CEMENT CONTENT. NO CALCIUM CHLORIDE ADMIXTURES ALLOWED.
<br />.1 SLABS ON GRADE
<br />A. FLOOR SLABS ARE TO BE PLACED AND FINISHED IN ACCORDANCE WITH ACI 302 (SEE PROJECT MANUAL FOR AD017IONAL INFORMATION).
<br />B THICKNESS TOLERANCE FOR ALL SLABS IS TO BE PER ACI 117 AND IS TO BE NO MORE THAN +%' (THICKER) AND NO MORE THAN Y4'
<br />(THINNER) FROM THE DESIGN THICKNESS
<br />C. CONCRETE USED FOR FLOOR SLABS SHALL INCLUDE SUPERPLASIICIZER. SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION.
<br />4. MMEMpMG:
<br />A. REINFORCING BARS SHALL BE BILLET STEEL, ASIM A 615, GRADE 6a PROVIDE CONTINUOUS BENT BARS AT FOOTING S7EPS AND 90
<br />DEGREE BENT 71ES AT CORNERS UNLESS OTHERWISE NOTED, LAP SPLICES OR EMBEDMENT LENGTHS SHALL CONFORM TO CLASS B SPLICE
<br />(SEE SPLICE TABLE). ADJACENT BAR SPLICES IN WALLS AND FOOTINGS TO BE ALTERNATED. ALL FOOTINGS SHALL REQUIRED HOOKED
<br />REINFORCING PROJECTED INTO WALLS PILASTERS OR COLUMNS THE SIZE AND SPACING OF DOWELS ARE TO MATCH VERTICAL
<br />REINFORCING.
<br />B. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE CURRENT ASIM SPECIFICATION FOR COLD DRAWN STEEL REINFORCEMENT WERE. LAP
<br />END AND EDGES MINIMUM 6'
<br />C. REINFORCING DETAILING, BENDING, AND PLACING SHALL CONFORM TO AG 315.
<br />0. MINIMUM CONCRETE COVERAGE: 7HE MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE
<br />MAINTAINED UNLESS NOTED OTHERWISE.
<br />SLABS ON EARTH..........................................CENTER OF SLAB
<br />CONCRETE BELOW GRADE, FORMED......................................2'
<br />CONCRETE BELOW GRADE, UNFORMED AND
<br />POURED AGAINST EARTH ............................ '
<br />A. TREATED LUMBER.
<br />1. IN LOCATIONS WHERE TREATED LUMBER IS SHOWN ON DRAWINGS; THE APPROVED PRESSURE TREATED WOODS ARE ACQ-D(CARBONA7E)
<br />OR CA-B TREATED WOODS WITHOUT AMMONIA CARRIERS THE CHEMICAL REIEN77ON LEVELS ARE TO BE NO GREATER THAN 6.4 PCF FOR
<br />ACQ-Z 0.21 PCF FOR CA-B. ALL METAL CONNECTORS ARE TO HAVE A GALVANIZED COATING OF NO LESS THAN 1.85 OUNCES OF ZINC
<br />PER SQUARE FOOT PER ASTM A653. ALL BOLTS, SCREWS NAILS AND OTHER FASTENERS ARE TO BE GALVANIZED PER ASIM A153
<br />WHERE TREATED LUMBER IS SHOWIV IN EXTERIOR INSTALLATIONS WITH NO ROOF COVERINGS TO PREVENT DIRECT EXPOSURE TO RAIN, USE
<br />HOT DIP GALVANIZED CONNECTORS PER ASIM A123.
<br />STRUCTURAL STEEL,
<br />A. FABRICATOR QUALIRCA71016
<br />1. FABRICATOR MUST PARTICIPATE IN THE AISC QUALITY CONTROL PROGRAM AND BE DESIGNATED AN AISC-CERTIFIED PLANT
<br />B MATERIALS:
<br />1. STRUCTURAL STEEL -------------------------------- AS7M A992, GRADE 50 UNLESS NOTED
<br />2. PLATES, ANGLES, CHANNELS, AND MISCELLANEOUS STEEL -------- AS7M A36
<br />J. ANCHOR RODS ----------------------------------- ASIM F1554, GRADE 36
<br />4. HIGH STRENGTH BOLTS ----------------------- AS7M A325 (%'70) UNLESS NOTED (OF NORTH AMERICAN
<br />MANUFACTURE)
<br />5. WELDING ELECTRODES ------------------------------- AWS A5.1 (E70XX)
<br />6. PIPE ----------------------------------------- ASTM A53, GRADE B
<br />Z SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) -- AS7M A500, GRADE B
<br />7. LIGHT GAIkf STEII.: %&L WNFARM IV A19 (LATEST ED11W) AND T!# FQLLONHG:
<br />A. ALL LIGHT GAUGE METAL STUDS, JOISTS AND HEADERS ARE TO MEET OR EXCEED INDUSTRY STANDARDS AS SET FORTH BY 7HE STEEL
<br />STUDS MANUFACTURERS ASSMA71ON (SSMA).
<br />B LIGHT GAUGE STEEL MEMBER DESIGNATIONS SHOWN ON THE CONSIRUC71ON DOCUMENTS ARE SSMA STANDARD DESIGNATIONS
<br />C. ALL LIGHT GAUGE STEEL WALL SHALL BE LATERALLY BRIDGED USING 1Y2' COLD FORM CHANNELS SPACED AT 48' O.C. MAXIMUM
<br />VERTICALLY. BRIDGING CHANNEL IS TO BE POSITIVELY CONNECTED AT EACH END BY AN APPROVED METHOD.
<br />D. BOTTOM TRACK FASTENERS TO BE SPACED AT 48 - O.C. MAXIMUM AND WITH 6' OF DOOR / WINDOW OPENINGS AND ENDS OF WALLS
<br />E. POWDER ACTUATED FASTENERS SHALL BE DS HEAVY DUTY 0.1770412" LONG MANUFACTURED FROM MODIFIED AISI 1061 STEEL
<br />AUSTEMPERED TO A HARDNESS OF 52-56 HRC AND ZINC PLATED IN ACCORDANCE WITH AS7M 8633,SC1, TYPE 111. FASTENERS SHALL BE
<br />INSTALLED BY A QUALIFIED OPERATOR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS POWDER ACTUATED FASTENERS
<br />SHALL BE AS MANUFACTURED BY 'HIL71 FASTENING SYSTEMS' OR EQUIVALENT.
<br />F. ALL LOAD BEARING STUDS TO BE SEATED SQUARELY INTO TOP AND BOTTOM WALL TRACKS W17H NO MORE THAN A �s' GAP.
<br />G. THE DESIGN OF SUP TRACKS SHALL CONFORM TO THE GUIDELINES ESTABLISHED IN SSMA TECHNICAL N07E NO. 1 PUBLISHED JANUARY, 2001.
<br />E. CONC ElE MASMY UNITS ll.W:
<br />A. ALL CMU SHALL BE 2-CELL BLOCK. CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLID WITH GROUT, INCLUDING BOND
<br />BEAMS AND LINTELS
<br />B. VERTICAL CELLS TO BE FILLET) SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS
<br />VERTICAL CELL NOT LESS THAN 270' IN PLAN DIMENSIONS
<br />C UNLESS NOTED OTHERWISE, FOUNDATION DOWELS SHALL EXTEND A MINIMUM 42 BAR DIAMETERS INTO THE MASONRY WALL OR PAR711101V.
<br />LAPS OR SPLICES SHALL BE MINIMUM 42 BAR. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL REINFORCING BAR.
<br />D. VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUS FROM THE TOP OF FOUNDATIOV TO EMBED INTO CAP BOND BEAM.
<br />E AN ADDITIONAL VERTICAL BAR NTH FOUNDA7101V DOWEL, SAME SIZE AND LENGTH AS THE DESIGNATED WALL REINFORCING BARS, SHALL
<br />BE PLACED:
<br />1. AT INTERSECTION OF WALLS
<br />2. ON EACH SIDE OF DOOR AND WINDOW OPENINGS
<br />J. ON EACH SIDE OF CONTROL JOINTS (REFER TO ARCHITECTURAL ELEVATIONS FOR CONTROL JOINT LOCATIONS)
<br />F. BOND BEAMS AT TOP OF CMU WALLS SHALL BE CONTINUOUS ALL INTERMEDIATE BOND BEAMS, IF ANY, SHALL BE CONTINUOUS EXCEPT
<br />WHERE INTERSECTED BY OPENINGS
<br />G. HORIZONTAL MASONRY JOINT REINFORCEMENT SHALL BE FABRICATED 9 GAUGE LADDER TYPE UNITS INSTALLED IN EVERY JOINT BELOW
<br />GRADE AND AT 16" O.C. ABOVE GRADE. WHERE DOUBLE WYIHE CMU IS SHOWN, WYTHES MUST BE CONTINUOUSLY TIED TOGETHER WITH 9
<br />GAUGE TRUSS TYPE JOINT REINFORCEMENT.
<br />H. CONCRETE MASONRY UNITS SHALL CONFORM TO 7HE PROVISIONS OF THE CURRENT BUILDING CODE, UNLESS NOTED OTHERWISE SEE
<br />DESIGN CRITERIA FOR BUILDING CODE INFORMA71014.
<br />I• VER71CAL REINFORCING SHALL BE 15's ® 24' O.0 - LAP SPLICES TO BE 30' VERTICAL REINFORCEMENT SHALL BE CENTERED IN EACH
<br />CELL BY USE OF REBAR POS117ONERS AT A MAXIMUM SPACING OF 24' O.C. - POS17IONERS SHALL BE 9 go. WIRE AND HOT DIP
<br />GALVANIZED.
<br />8 GENML:
<br />A. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS
<br />B. THE S7RUCTURAL DESIGN OF THE BUILDING IS BASED UPON THE FULL IN7ERAC710N OF ALL ITS COMPONENT PARTS; WITH NO PROVISION
<br />MADE FOR COIVD17IONS OCCURRING DURING COIVSIRUC17ON. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. THE CONTRACTOR
<br />SHALL PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE
<br />STAGES OF CONS71?UC7I0N SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE
<br />FOR CONSTRUCTIBILITY ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND EREC71ON OF FALSENORK, TEMPORARY BRACING,
<br />ETC THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION.
<br />C. CORRECTIONS DUE TO UNFORESEEN FIELD COND17101VS OR DIMENSIONAL DISCREPANCIES ON CONSIRUC77ON DOCUMENTS MUST BE
<br />BROUGHT TO THE ATIEN71ON OF THE PROJECT ARCHITECT FOR REVIEW AND AU7HORIZA71ON PRIOR TO CORREC71W MEASURES BEING
<br />IMPLEMENTED.
<br />A STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS
<br />E. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES
<br />F. ALL SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE PROJECT ARCHITFCT/ENGNEER PRIOR TO SUBMITTING TO THE BUILDING
<br />DEPARTMENT FOR REVIEW AND APPROVAL.
<br />DESIGN CRITERIA IS BASED ON
<br />2010 FLORIDA BUILDING CODE
<br />DEAD LOAD: 5.5 psf ROOF LIVE LOADS: 20.0 psf
<br />COLLATERAL 2.5 psf SPRINKLER LOAD: 0.0 psf
<br />WIND SPEED: VtLT = 137 mph (V= = 106 mph)
<br />EXPOSURE = "B" RISK CATEGORY = "II"
<br />BUILDING, ENCLOSED; GCp = t0.18
<br />WALL and ROOFS q, = 17.9 psf
<br />PARAPETS %= 17.9 psf
<br />WIND COMPONENTS do CLADDING
<br />wnd pressures shown below were used by JS Smith Consulting Engineers, P.C. for
<br />design of the exterior walls. Components designed by others for use in this project will
<br />require wind pressures be derived by that supplier.
<br />WALL AREAS 10 SQUARE FEET OR LESS = 25.7 psf
<br />WALL INTERIOR
<br />ZONES =
<br />16.1 psf & -18.1 psf
<br />WALL END
<br />ZONES =
<br />16.1 psf & -19.7 psf
<br />PARAPETS AT INTERIOR
<br />ZONES =
<br />16.1 psf & -22.9 psf
<br />PARAPETS AT END
<br />ZONES =
<br />16.1 psf & -22.9 psf
<br />ROOF INTERIOR
<br />ZONES =
<br />6.8 psf & -19.3 psf
<br />ROOF EDGE
<br />ZONES =
<br />6.8 psf & -22.9 psf
<br />ROOF CORNER
<br />ZONES =
<br />6.8 psf & -22.9 psf
<br />II ALL WIND PRESSURES AND FORCES IN -ASD- UNLESS NOTED OTHERWISE II
<br />WIND=320 K
<br />DESIGN
<br />'CID BASE
<br />SHEAR
<br />SPLICE TABLE'
<br />UNLESS NOTED OTHERWISE
<br />BAR
<br />SIZE
<br />LAP SPLICES
<br />(in.?
<br />EMBED LENGTH (in.)
<br />TOP BARS'
<br />Class B
<br />OTHERS
<br />Class B
<br />TOP BARS3
<br />Id
<br />OTHERS
<br />Id
<br />HOOKS5
<br />Idh
<br />#3
<br />25
<br />19
<br />19
<br />15
<br />8
<br />#4
<br />33
<br />25
<br />25
<br />19
<br />10
<br />#5
<br />41
<br />31
<br />31
<br />24
<br />12
<br />#6
<br />49
<br />37
<br />37
<br />29
<br />15
<br />#7
<br />71
<br />54
<br />54
<br />42
<br />17
<br />1. SPLICE TABLE IS BASED ON THE FOLLOWING:
<br />A. CONCRETE f c = 4000 psi
<br />B. GRADE 60 REBAR
<br />C. BAR SPACING NOT LESS THAN 2 BAR DIAMETERS OR 1"
<br />D. CONCRETE COVER NOT LESS THAN ONE BAR DIAMETER
<br />2. LAP LENGTHS SHOWN ARE FOR CLASS "B" TENSION SPLICES PER ACI 318-11
<br />CHAPTER 12.
<br />3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED SO THAT MORE
<br />THAN 12' OF CONCRETE IS CAST BELOW THE REINFORCEMENT IN THAT MEMBER.
<br />4. STANDARD 90' HOOKS:
<br />A. RADIUS = 4 BAR DIAMETERS FOR #3 THRU #8
<br />RADIUS = 5 BAR DIAMETERS FOR #9 THRU #11
<br />B. LENGTH = 12 BAR DIAMETERS
<br />5. HOOK LENGTH MAY BE REDUCED IN ACCORDANCE WITH ACI 318-11 CHAPTER 12.5
<br />SEE NOTE 4.A
<br />SEE NOTE 4.6
<br />SIMPSON "AT-XP" ADHESIVE SYSTEM
<br />(CONCRETE: IAPMO UES ER-263) (MASONRY: IAPMO ES-281)
<br />1. SUBSTITUTIONS FOR SIMPSON "AT-XP' ANCHORING ADHESIVE SHALL BE ONLY UPON THE APPROVAL OF THE
<br />PROJECT ENGINEER OF RECORD.
<br />2 DRILL PROPER SIZE HOLE IN FULLY GROUTED MASONRY CELLS OR CONCRETE FOR THE DESIGNATED BAR
<br />AS SHOWN ON THE PLANS CLEAN OUT HOLE WITH OIL -FREE COMPRESSED AIR. COMPLETE PREPARAAON
<br />WITH USE OF A NYLON BRUSH (DO NOT USE WIRE BRUSH), BLOW OUT DUST OR FRAGMENTS
<br />J. PRIOR TO INJEC7101V, DISCHARGE AND DISPOSE OF APPROXIMA7ELY ONE FLUID OUNCE OF ADHESIVE
<br />ADHESIVE MUST BE UNIFORM IN COLOR. INSERT NOZZLE INTO THE BOTTOM OF THE HOLE AND FILL ONE
<br />HALF THE HOLE DEPTH
<br />4. MARK SIDE OF REINFORCEMENT DOWEL OR ANCHOR PRIOR TO PLACEMENT TO INSURE THE ROD IS PLACED
<br />TO THE REQUIRED DEPTH
<br />5. INSERT SELECTED ROD SLOWLY BY HAND INTO THE BOTTOM OF THE HOLE USING A SLOW TWSTING MORON.
<br />6. LOAD ONLY AFTER RECOMMENDED CURE 71ME (SEE MANUFACTURER'S RECOMMENDATIONS).
<br />SHEETS BEARING THIS SEAL ARE
<br />AUTHENTICATED. RESPONSIBILITY FOR
<br />ALL OTHER PLANS, SPECIFICATIONS
<br />OR INSTRUMENTS ARE DISCLAIMED.
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