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<br />PLOTTED: 3/25/2020 03:16 PM DAVID GENERAL STRUCTURAL NOTES
<br />GENERAL CONDITIONS CONCRETE (CAST4N-PLACE) ALUMINUM
<br />1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL,
<br />ELECTRICAL., AND SHOP DRAWINGS AND SPECIFICATIONS.
<br />2. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND
<br />REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE WORK DEPICTED ON THE DRAWINGS.
<br />SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN
<br />WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK.
<br />3. FOR ALL ITEMS EMBEDDED IN OR PASSING THROUGH CONCRETE, THE CONTRACTOR SHALL
<br />INITIALLY REFER TO MECHANICAL FOR TYPE, SIZE, LOCATION, AND SPECIAL INSTALLATION
<br />REQUIREMENTS FOR THESE ITEMS.
<br />4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING
<br />STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURES
<br />PERFORMING WORK SUCH A DEMOLITION, FOUNDATION EXCAVATIONS, AND OTHERS.
<br />5. SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER EQUIPMENT
<br />MANUFACTURER'S REQUIREMENTS.
<br />6. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
<br />SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
<br />EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
<br />7. STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT EXCEPT WHERE A
<br />DIFFERENT DETAIL IS SHOWN_
<br />DESIGN CRITERIA
<br />BUILDING CODES AND REFERENCES:
<br />1. 2017 FLORIDA BUILDING CODE, 6TH EDITION (FBC)
<br />2. REINFORCED CONCRETE:
<br />WATER RETAINING ENVIRONMENTAL STRUCTURES: ACI 350-06 "CODE REQUIREMENTS
<br />FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES"
<br />ALL OTHER STRUCTURES: ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
<br />CONCRETE"
<br />3. STRUCTURAL STEEL- AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION
<br />4. ALUMINUM: ADM1-2010, ALUMINUM DESIGN MANUAL
<br />5. LIVE LOADS:
<br />WALKWAYS, STAIRWAYS AND LANDINGS: 100 PSF
<br />SLABS ON GRADE 300 PSF
<br />6. WIND DESIGN CRITERIA
<br />RISK CATEGORY III
<br />ULTIMATE DESIGN WIND SPEED, VULT 140 MPH
<br />NOMINAL DESIGN WIND SPEED, VAM 108 MPH
<br />EXPOSURE CATEGORY C
<br />ENCLOSURE CLASSIFICATION ENCLOSED
<br />FOUNDATIONS
<br />GEOTECHNICAL REPORT:
<br />1. GEOTECHNICAL ENGINEERING SERVICES REPORT "PROPOSED ZEPHYRHILLS WWTF AWT
<br />UPGRADE, PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC (PSI), PSI PROJECT NO.
<br />07752716, DATED OCTOBER 15, 2018. ANY INTERPRETATION OF THE CONTENTS OF THE
<br />GEOTECHNICAL REPORT IS THE RESPONSIBILITY OF THE CONTRACTOR
<br />1.
<br />ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318
<br />1.
<br />ALUMINUM DESIGN, DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE
<br />REQUIREMENTS.
<br />LATEST EDITION OF THE ALUMINUM DESIGN MANUAL.
<br />2.
<br />ALL CONCRETE SHALL BE AIR -ENTRAINED WITH A MINIMUM OF 4,000 PSI COMPRESSIVE
<br />2.
<br />ALUMINUM IN CONTACT WITH OR EMBEDDED IN CONCRETE OR MASONRY SURFACES SHALL
<br />STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED.
<br />BE COATED WITH A HEAVY COATING OF ALKALI RESISTANCE BITUMINOUS PAINT.
<br />3.
<br />WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.
<br />3.
<br />ALL BOLTS USED IN CONNECTIONS WITH ALUMINUM MEMBERS SHALL BE STAINLESS STEEL
<br />A316, UNLESS NOTED OTHERWISE.
<br />4.
<br />ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN THE
<br />SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND AS SOON
<br />4.
<br />ALL WELDING OF ALUMINUM STRUCTURES SHALL CONFORM TO "STRUCTURAL WELDING CODE
<br />AS FINISHING IS COMPLETED OR FORMS ARE REMOVED.
<br />- ALUMINUM", AWS D1.2, LATEST EDITION.
<br />5.
<br />ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 3/4" UNLESS OTHERWISE
<br />STAINLESS STEEL,
<br />NOTED.
<br />1 _
<br />STAINLESS STEEL PLATES, SHEETS AND STRUCTURAL SHAPES SHALL BE IN ACCORDANCE TO
<br />6.
<br />THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATIONS OF
<br />ASTM A240.
<br />CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWINGS.
<br />2.
<br />STAINLESS STEEL MATERIALS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
<br />REINFORCING STEEL
<br />a. EXTERIOR AND SUBMERGED USE: TYPE 316
<br />1.
<br />REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. WELDED WIRE
<br />TYPE 316L (INHERE WELDED)
<br />FABRIC SHALL CONFORM TO ASTM A315 REQUIREMENTS. ALL ACCESSORIES SHALL BE IN
<br />CONFORMANCE WITH ACI 315 REQUIREMENTS.
<br />3.
<br />ALL WELDING OF STRUCTURAL STAINLESS STEEL SHALL CONFORM TO "STRUCTURAL
<br />WELDING CODE - STAINLESS STEEL", AWS D1.6, LATEST EDITION.
<br />2.
<br />REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE
<br />NOTED:
<br />4.
<br />STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 IN ACCORDANCE TO ASTM
<br />F593 UNLESS NOTED OTHERWISE.
<br />a. CONCRETE CAST AGAINST EARTH 3"
<br />b. FORMED SURFACE IN CONTACT WITH SOIL, SEWAGE, 2"
<br />FLOTATION CONSIDERATION
<br />WATER OR EXPOSED TO WEATHER
<br />1.
<br />STRUCTURES WERE DESIGNED TO BE NON -BUOYANT AFTER THEY ARE PLACED INTO
<br />3.
<br />LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT SHOWN ON THE
<br />OPERATION. THEREFORE THE STRUCTURES MAY BE BUOYANT DURING CONSTRUCTION.
<br />DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL
<br />GENERAL CONTRACTOR SHALL PROTECT ALL STRUCTURES FROM FLOTATION DURING
<br />CONSTRUCTION REGARDLESS OF GROUND WATER LEVELS UNTIL STRUCTURES ARE PLACED
<br />4.
<br />THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN CONFORMANCE
<br />INTO OPERATION_
<br />WITH ACI 315 REQUIREMENTS.
<br />COMPACTION GROUTING
<br />1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS
<br />REQUIRED TO PERFORM COMPACTION GROUTING PROGRAM FOR SINKHOLE MITIGATION
<br />PURPOSES. REFER TO APPENDIX A.1 IN THE PROJECT SPECIFICATIONS FOR THE COMPACTION
<br />GROUTING SPECIFICATION WHICH INCLUDES GROUTING REQUIREMENT AND LOCATIONS OF
<br />GROUT POINTS ACROSS THE SITE.
<br />STONE COLUMNS (VIBRO REPLACEMENT)
<br />1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS
<br />REQUIRED TO INSTALL STONE COLUMNS (VIBRO REPLACEMENT) WITHIN THE FOOTPRINT OF
<br />THE FOUNDATION(S) OF THE FOLLOWING PROPOSED STRUCTURES:
<br />- TERTIARY FILTERS AND FILTER PUMP STATION WET WELL
<br />2. THE STONE COLUMN INSTALLATION SHALL MEET OR EXCEED THE PERFORMANCE CRITERIA
<br />PROVIDED BELOW:
<br />- MINIMUM ALLOWABLE BEARING PRESSURE....................................................2,500 PSF (NET)
<br />- MAXIMUM TOTAL SETTLEMENT: ......................................................................... 1 1/2"
<br />- MAXIMUM DIFFERENTIAL SETTLEMENT............................................................314"
<br />3. STONE COLUMN INSTALLATION SHALL BE MONITORED AND SHALL NOT DAMAGE OR DISRUPT
<br />ADJACENT STRUCTURES. REFER TO SPECIFICATION 02466 "STONE COLUMNS (VIBRO
<br />REPLACEMENT" FOR ADDITIONAL REQUIREMENTS.
<br />711 N ORANGE AVE, STE A
<br />WINTER PAWL, FL 32789
<br />PH: 321-972.4989
<br />W E K I VA WMVA PROD. NO.1&169
<br />FL ENG BUSINESS NO.31920
<br />ENGINEERING
<br />DERM D.MORRIS
<br />DRAWN D.MORRIS
<br />WE ItF1MloNs gr IMPM.1 qccm J.SOBCZAK
<br />5. UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCING FOR WALLS AND SLABS SHALL BE
<br />AS FOLLOWS_
<br />MINIMUM REINFORCING
<br />THICKNESS
<br />6"
<br />8"
<br />10"
<br />12" -16"
<br />18" - 22"
<br />24"
<br />REINF. EACH WAY
<br />#4 @ 12"
<br />#5 @12"
<br />#5 Q 12"
<br />#5 @ 12"
<br />#6 @ 12"
<br />#7 @ 17
<br />LOCATION
<br />CTR
<br />CTR
<br />EF
<br />EF
<br />EF
<br />EF
<br />STRUCTURAL STEEL
<br />1. DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE
<br />WITH THE LATEST AISC SPECIFICATIONS AND THE DESIGN DRAWINGS.
<br />2. STEEL MATERIAL:
<br />a. W-SHAPED SECTIONS: ASTM A992, GRADE 50
<br />b. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B
<br />a. ALL OTHER STRUCTURAL STEEL- ASTM A36
<br />d. ALL PIPE: ASTM A53, GRADE B
<br />3. WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS STRUCTURAL
<br />WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70)OX.
<br />4. BOLTED CONNECTIONS:
<br />a. MAIN CONNECTIONS: 3/4" DIA, ASTM A325 BOLTS. HOLES: 13/16" DIA CONNECTION SHALL
<br />BE "BEARING" TYPE WITH THREADS EXCLUDED FROM THE SHEAR PLANE
<br />b. SECONDARY CONNECTION: 314" DIA, ASTM A307 GRADE A BOLTS.
<br />a ALL CONNECTION SHALL HAVE A MINIMUM OF TWO BOLTS. GUSSET PLATES SHALL BE A
<br />MINIMUM OF 3/8" THICK
<br />d. ALL COLUMNS AND POSTS SHALL HAVE MILLED ENDS FOR FULL BEARING AT BASE
<br />PLATES.
<br />n noun Jo
<br />CERTIFICATE OF AUTHORIZATION *1841
<br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821
<br />324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703
<br />WATERTIGHTNESS OF REINFORCED CONCRETE WATER
<br />RETAINING STRUCTURES
<br />HYDROSTATICALLY TEST REINFORCED CONCRETE STRUCTURES WHICH WILL CONTAIN WATER
<br />PER SPECIFICATIONS AND IN ACCORDANCE TO ACI 350.1-TIGHTNESS TESTING OF
<br />ENVIRONMENTAL ENGINEERING STRUCTURES. ALL REPAIRS AND RETESTING OF TANKS SHALL BE
<br />ACCOMPLISHED AT NO ADDITIONAL COST TO THE OWNER. REFER TO SPECIFICATION 01810
<br />"WATERTIGHTNESS FOR HYDRAULIC STRUCTURES" FOR TESTING REQUIREMENTS.
<br />WASTEWATER TREATMENT FACILITY
<br />ADVANCED WATER TREATMENT UPGRADE
<br />CITY OF ZEPHYRHILLS, FLORIDA
<br />® Jones Edmunds Z
<br />STRUCTURAL ABBREVIATIONS
<br />&
<br />AND
<br />EXP
<br />EXPANSION
<br />PEMB
<br />PRE-ENGINEERED
<br />AT
<br />FE
<br />FIRE EXTINGUISHER
<br />METAL BUILDING
<br />#
<br />NUMBER
<br />FF
<br />FAR FACE, FINISHED
<br />PERP
<br />PERPENDICULAR
<br />ADDTL
<br />ADDITIONAL
<br />FLOOR
<br />PL
<br />PLATE
<br />ALUM
<br />ALUMINUM
<br />FG
<br />FINISHED GRADE
<br />PLF
<br />POUND PER LINEAR
<br />AEWS
<br />AUTOMATIC END
<br />FRP
<br />FIBER REINFORCED
<br />FOOT
<br />WELDED STUD(S)
<br />PLASTIC
<br />PT
<br />PRESSURE TREATED
<br />ALT
<br />ALTERNATE
<br />FT
<br />FOOT
<br />PROJ
<br />PROJECTION
<br />APROX
<br />APPROXIMATELY)
<br />FTG
<br />FOOTING
<br />PSF
<br />POUNDS PER SQUARE
<br />BLD
<br />BUILDING
<br />FV
<br />FIELD VERIFY
<br />FOOT
<br />BM
<br />BEAM
<br />GA
<br />GAGE
<br />PSI
<br />POUNDS PER SQUARE
<br />BOT
<br />BOTTOM
<br />GALV
<br />GALVANIZED
<br />INCH
<br />CJ
<br />CONTROL JOINT
<br />HK
<br />HOOK
<br />PVC
<br />POLYVINYL CHLORIDE
<br />CL
<br />CENTER LINE
<br />HORIZ
<br />HORIZONTAL
<br />R
<br />RADIUS
<br />CLR
<br />CLEAR
<br />HSS
<br />HOLLOW STRUCTURAL
<br />REINF
<br />REINFORCING
<br />CMU
<br />CONCRETE MASONRY
<br />SECTION
<br />REQD
<br />REQUIRED
<br />UNIT
<br />HP
<br />HIGH POINT
<br />RO
<br />ROUGH OPENING
<br />COL
<br />COLUMN
<br />ID
<br />INSIDE DIAMETER
<br />SCHED
<br />SCHEDULE(D)
<br />CONC
<br />CONCRETE
<br />JT
<br />JOINT
<br />SIM
<br />SIMILAR
<br />CONN
<br />CONNECTION
<br />LB(S)
<br />POUND(S)
<br />Si
<br />SAWCUT JOINT
<br />CONST JT
<br />CONSTRUCTION JOINT
<br />LONG
<br />LONGITUDINAL
<br />SMS
<br />SHEET METAL SCREW
<br />CONT
<br />CONTINUOUS
<br />LP
<br />LOW POINT
<br />SPECS
<br />SPECIFICATIONS
<br />DIA
<br />DIAMETER
<br />MANUF
<br />MANUFACTURER
<br />SQ
<br />SQUARE
<br />DEG
<br />DEGREE(S)
<br />MATL
<br />MATERIAL
<br />SS
<br />STAINLESS STEEL
<br />DO
<br />DITTO
<br />MAX
<br />MAXIMUM
<br />STD
<br />STANDARD
<br />DWG
<br />DRAWING
<br />MECH
<br />MECHANICAL
<br />STL
<br />STEEL
<br />DWL
<br />DOWEL(S)
<br />MFR
<br />MANUFACTURER
<br />T/
<br />TOP OF
<br />(E)
<br />EXISTING
<br />MIN
<br />MINIMUM
<br />TB
<br />TIE BEAM
<br />EA
<br />EACH
<br />MISC
<br />MISCELLANEOUS
<br />T&B
<br />TOP AND BOTTOM
<br />EF
<br />EACH FACE
<br />MO
<br />MASONRY OPENING
<br />THK
<br />THICK
<br />EJ
<br />EXPANSION JOINT
<br />MTL
<br />METAL
<br />THRU
<br />THROUGH
<br />EL
<br />ELEVATION
<br />NO
<br />NUMBER
<br />TOC
<br />TOP OF CONCRETE
<br />ELEC
<br />ELECTRICAL
<br />NTS
<br />NOT TO SCALE
<br />TOS
<br />TOP OF STEEL
<br />EMBED
<br />EMBEDMENT
<br />OC
<br />ON CENTER
<br />TYP
<br />TYPICAL
<br />EOC
<br />EDGE OF CONCRETE
<br />OD
<br />OUTSIDE DIAMETER
<br />UNO
<br />UNLESS NOTED
<br />EQ
<br />EQUAL
<br />OH
<br />OPPOSITE HAND
<br />OTHERWISE
<br />EW
<br />EACH WAY
<br />OPNG
<br />OPENING
<br />VERT
<br />VERTICAL
<br />EXIST
<br />EXISTING
<br />PCs
<br />PIECES
<br />WWF
<br />WELDED WIRE FABRIC
<br />LEGEND
<br />STRUCTURAL LEGEND APPLIES TO "S" SHEETS ONLY
<br />EARTH FILL
<br />'�' f
<br />CONCRETE
<br />-.'
<br />EXISTING
<br />UNDISTURBED EARTH
<br />CONCRETE
<br />COMPACTED GRANULAR FILL
<br />DEMOLITION
<br />`-'_�•�`=
<br />GROUT OR SAND (AS NOTED)
<br />STEEL
<br />GENERAL STRUCTURAL NOTES,
<br />ABBREVIATIONS & SYMBOLS
<br />GRATING ® PRECAST CONCRETE
<br />SYMBOLS
<br />SYMBOLS APPLY TO "S" SHEETS ONLY
<br />COLUMN OR WALL LINE TAG
<br />-ram ELEVATION TAG
<br />MV EL.O.00
<br />SECTION NO.
<br />BUILDING SECTION
<br />INDICATOR
<br />DWG. NO. OF
<br />SECTION VIEW
<br />1 71
<br />DAVID S. MORRIS
<br />P.E. 174717
<br />DETAIL NO.
<br />A DETAIL
<br />S00 INDICATOR
<br />DWG. NO
<br />INDICATES DETAIL SECTION
<br />CUT (WHERE SHOWN)
<br />z
<br />_O
<br />V
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<br />w
<br />0
<br />PRMW N0: DATE:
<br />26110-025-01 MARCH 2O20
<br />mm W. DWG W.
<br />S1
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