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STRUCTURAL STEEL PAINTING STRUCTURAL STEEL ABBREVIATIONS
<br />1.
<br />UNLESS OTHERWISE NOTED, HOLLOW STRUCTURAL TUBE SHAPE MEMBERS SHALL BE ASTM
<br />1.
<br />ALL PAINTING SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND PERFORMED IN
<br />&
<br />AND
<br />A500 GRADE B. STEEL PLATES AND ANGLES SHALL BE ASTM A36.
<br />ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. THE FINAL SURFACE SHALL BE SMOOTH
<br />%
<br />PERCENT
<br />AND EVEN. DRIPS, RUNS, OR SAGS SHALL NOT BE ACCEPTABLE.
<br />±
<br />PLUS OR MINUS
<br />2.
<br />STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE
<br />ACI
<br />AMERICAN CONCRETE INSTITUTE
<br />FIFTEENTH EDITION STANDARDS AND SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL
<br />2,
<br />STRUCTURAL STEEL SHALL BE CLEANED IN COMPLIANCE WITH STEEL STRUCTURES PAINTING COUNCIL
<br />AISC
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />CONSTRUCTION.
<br />SP10 (NEAR WHITE METAL BLAST CLEANING). OIL OR GREASE SHALL BE REMOVED BY SOLVENT
<br />ASTM
<br />AMERICAN SOCIETY FOR TESTING AND MATERIALS
<br />CLEANING IN COMPLIANCE WITH SSPC-SP1 PRIOR TO BLAST CLEANING AND AFTERWARDS AS
<br />@
<br />AT
<br />3.
<br />ALL SHARP CORNERS OF STEEL EXPOSED TO PERSONNEL SHALL BE ROUNDED.
<br />REQUIRED, ALL WELD FLUX AND SPLATTER SHALL BE COMPLETELY REMOVED IN COMPLIANCE WITH
<br />AWS
<br />AMERICAN WELDING SOCIETY
<br />SSPC-SP3, ALL SHARP EDGES AND PROJECTIONS SHALL BE GROUND SMOOTH.
<br />BLDG
<br />BUILDING
<br />4.
<br />STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STRUCTURAL STEEL TO ENGINEER
<br />BM
<br />BASE MIX
<br />FOR APPROVAL PRIOR TO FABRICATION.
<br />3.
<br />IMMEDIATELY AFTER SURFACE PREPARATION, ALL STEEL SURFACES SHALL RECEIVE A PRIMER COAT
<br />BOT
<br />BOTTOM
<br />APPROVED BY THE OWNER'S REPRESENTATIVE. IN NO CASE SHALL NEWLY CLEANED STEEL GO
<br />B/
<br />BOTTOM OF
<br />5.
<br />MODIFICATIONS OR CHANGES TO THE STRUCTURAL STEEL AS NOTED ON THESE DRAWINGS CAN
<br />UNPRIMED OVERNIGHT. USE THE FOLLOWING PAINT PRIMERS OR APPROVED EQUAL:
<br />4.
<br />CENTERLINE
<br />NOT BE MADE DURING DETAILING, FABRICATION, OR CONSTRUCTION WITHOUT PRIOR WRITTEN
<br />CO
<br />CLEANOUT
<br />APPROVAL BY THE ENGINEER OF RECORD.
<br />a. CARBOLINE: CARBOCOAT 2900 (MINIMUM 2 MIL DRY FILM THICKNESS)
<br />CLR
<br />CLEAR
<br />b, SHERWIN WILLIAMS MACROPDXY 646 (MINIMUM 4 MIL DRY FILM THICKNESS)
<br />CONT'D
<br />CONTINUED
<br />6.
<br />ERECTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING NEEDED FOR STABILITY
<br />CJ
<br />CONTROL JOINT
<br />UNTIL STRUCTURAL STEEL AND NEW EQUIPMENT IS COMPLETELY INSTALLED. ERECTOR IS
<br />4.
<br />THE PRIMED SURFACE SHALL RECEIVE AN INTERMEDIATE COAT APPROVED BY THE OWNER'S
<br />RESPONSIBLE FOR THE STABILITY OF THE STRUCTURAL FRAMING DURING CONSTRUCTION.
<br />REPRESENTATIVE. USE THE FOLLOWING PAINT SYSTEMS OR APPROVED EQUAL,
<br />LYVINYL CHLORIDE
<br />PROPER ERECTION SEQUENCING SHALL BE USED TO ENSURE FRAME STABILITY THROUGHOUT
<br />CRS
<br />CATIONIC RAPID SET
<br />CONSTRUCTION,
<br />a. CARBOLINE: CARBOTHANE 133 HB (MINIMUM 5 MIL DRY FILM THICKNESS)
<br />CRSI-MSP
<br />CONCRETE REINFORCING STEEL INSTITUTE -MANUAL OF STANDARD PRACTICE
<br />b. SHERWIN WILLIAMS MACROPDXY 646 (MINIMUM 4 MIL DRY FILM THICKNESS)
<br />DEMO
<br />DEMOLITION
<br />DIA, 0
<br />DIAMETER
<br />STRUCTURAL STEEL CONNECTIONS
<br />5.
<br />THE INTERMEDIATE COAT SHALL RECEIVE A FINAL COAT APPROVED BY THE OWNER'S
<br />REPRESENTATIVE. USE THE FOLLOWING PAINT SYSTEMS OR APPROVED EQUAL:
<br />DWG
<br />DWV
<br />DRAWING
<br />DRAIN WASTE VENT
<br />(E)
<br />EXISTING
<br />a. CARBOLINE: CARBOTHANE 133 HB (MINIMUM 5 MIL DRY FILM THICKNESS)
<br />ETC
<br />ETCETERA
<br />1.
<br />UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL BEAM CONNECTIONS SHALL BE AISC "SIMPLE
<br />(MINIMUM 3 (MMIL DRY FILM
<br />b. SHERWIN WILLIAMS 2 N O S IPOLYURETHANE 50 I SO HI -SOLIDS
<br />EL
<br />EQ
<br />ELEVATIONR
<br />EQUAL
<br />SHEAR CONNECTIONS". THE DETAILER SHALL DESIGN THE CONNECTIONS FOR THE INDICATED
<br />THICKNESS)
<br />EW
<br />EACH WAY
<br />SHEAR AND AXIAL LOADS SHOWN ON THE DRAWING, WHERE NO LOADS ARE INDICATED, THE
<br />FD
<br />FLOOR DRAIN
<br />DETAILER SHALL DESIGN BEAM CONNECTIONS PER THE FOLLOWING TABLE:
<br />6,
<br />STEEL ERECTOR IS RESPONSIBLE FOR TOUCH UP OF ALL PAINT BLEMISHES. BLEMISHES INCLUDE: WELD
<br />FIN FLOOR
<br />FINISHED FLOOR
<br />BURNS, WELD SCARS, ABRASIONS, BOLTS, FRAYING SURFACES AT BOLTED CONNECTIONS, AND
<br />DEPTH OF BEAM
<br />12-14
<br />DAMAGE DURING SHIPPING. ALL TOUCH UP SURFACES SHALL BE CLEANED IN ACCORDANCE WITH
<br />FLR
<br />FLOOR
<br />SSPC-SP3 (POWER TOOL CLEANING). ALL DAMAGED LAYERS OF PAINT SHALL BE REAPPLIED PER
<br />IM
<br />INTERMEDIATE MIX
<br />ROWS OF BOLTS
<br />3
<br />MANUFACTURER'S PRINTED INSTRUCTIONS.
<br />INV
<br />INVERT
<br />SHEAR FORCE IN
<br />IPS
<br />IRON PIPE SIZE
<br />WELDS OR BOLTS (KIPS)
<br />63
<br />7.
<br />THE VOLATILE ORGANIC COMPOUNDS (VOC) OF ALL PAINT AND PROTECTIVE COATINGS ON THIS
<br />KSI
<br />KIPS PER SQUARE INCH
<br />PROJECT SHALL NOT EXCEED THE AMOUNT OF VOC'S APPROVED BY THE STATE, LOCAL AUTHORITIES,
<br />LG
<br />LONG
<br />2.
<br />SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD CONNECTIONS SHALL
<br />AND EPA GUIDELINES WITHIN THE AREA OR ZONE IN WHICH THE COATING IS APPLIED.
<br />MAX
<br />MIN
<br />MAXIMUM
<br />MINIMUM
<br />BE AS NOTED ON DRAWINGS, FIELD CONNECTIONS TO EXISTING STRUCTURES MAY BE FIELD
<br />MPH
<br />MILES PER HOUR
<br />WELDED.
<br />NSF
<br />NATIONAL SANITATION FOUNDATION
<br />SANITARY
<br />SEWER
<br />DRAIN
<br />NO./#
<br />NUMBER
<br />3.
<br />ALL GUSSET PLATES AND CONNECTION ANGLES SHALL BE MINIMUM %" THICKNESS.
<br />OC
<br />ON CENTER
<br />4.
<br />SHOP OR FIELD SPLICES BETWEEN SUPPORTS WILL NOT BE ALLOWED WITHOUT PRIOR
<br />1.
<br />PIPE SHALL BE MANUFACTURED FROM VIRGIN RIGID CPVC (CHLORINATED POLYVINYL CHLORIDE) VINYL
<br />OPP
<br />OPPOSITE
<br />APPROVAL BY THE ENGINEER.
<br />COMPOUNDS WITH A CELL CLASS OF 24448 AS IDENTIFIED IN ASTM D1784.
<br />PCF
<br />POUNDS PER CUBIC FOOT
<br />R
<br />PLATE
<br />5.
<br />3
<br />UNLESS OTHERWISE NOTED, BOLTS SHALL BE DOMESTIC MANUFACTURED /" DIAMETER HIGH
<br />2.
<br />CPVC SCHEDULE 80 PIPE SHALL BE IRON PIPE SIZE (IPS) CONFORMING TO ASTM F441,
<br />PSF
<br />PSI
<br />POUNDS PER SQUARE FOOT
<br />POUNDS PER SQUARE INCH
<br />STRENGTH ASTM A325-N (BEARING TYPE) MECHANICALLY DEPOSITED GALVANIZED PER ASTM
<br />REF
<br />REFERENCE
<br />B695. THREADS ARE PERMITTED IN THE SHEAR PLANE, UNLESS OTHERWISE NOTED.
<br />3.
<br />INJECTION MOLDED CPVC SCHEDULE 80 DWV FITTINGS SHALL CONFORM TO ASTM F439.
<br />REQ'D
<br />REQUIRED
<br />6.
<br />BOLT AND NUT ENGAGEMENT SHALL CONFORM TO THE FOLLOWING:
<br />4.
<br />PIPE AND FITTINGS SHALL CONFORM TO NSF INTERNATIONAL STANDARD 14.
<br />RFI
<br />REQUEST FOR INFORMATION
<br />SAN
<br />SANITARY SEWER
<br />a. MINIMUM ENGAGEMENT: DEPTH OF NUT PLUS 2 THREADS
<br />SCH
<br />SCHEDULE
<br />b. MAXIMUM ENGAGEMENT: DEPTH OF NUT PLUS Y2"
<br />5.
<br />INSTALLATION OF CPVC PIPE SHALL COMPLY WITH THE LATEST INSTALLATION INSTRUCTIONS
<br />PUBLISHED BY THE MANUFACTURER AND SHALL CONFORM TO ALL APPLICABLE PLUMBING, FIRE, AND
<br />SIM
<br />SIMILAR
<br />7.
<br />GALVANIZE NUTS AND WASHERS IN ACCORDANCE WITH ASTM 6695.
<br />BUILDING CODE REQUIREMENTS.
<br />SS
<br />SSPC
<br />STAINLESS STEEL
<br />SOCIETY FOR PROTECTIVE COATINGS
<br />8.
<br />ONE SIDED CONNECTIONS MAY NOT BE USED UNLESS SPECIFICALLY SHOWN ON THE DRAWING OR
<br />6.
<br />BURIED PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 AND ASTM F1668.
<br />STD
<br />T/
<br />STANDARD
<br />TOP OF
<br />APPROVED BY THE ENGINEER, WHERE ECCENTRIC CONNECTIONS ARE USED THE COMPONENTS OF
<br />TYP
<br />TYPICAL
<br />THE CONNECTION SHALL BE DESIGNED FOR ALL ECCENTRIC FORCES.
<br />7.
<br />SOLVENT CEMENT JOINTS SHALL BE MADE IN A TWO-STEP PROCESS WITH PRIMER CONFORMING TO
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />ASTM F656 AND SOLVENT CEMENT CONFORMING TO ASTM F493.
<br />VDOT
<br />VIRGINIA DEPARTMENT OF TRANSPORTATION
<br />9.
<br />MINIMUM BOLTED CONNECTIONS SHALL BE TWO BOLTS, UNLESS OTHERWISE NOTED.
<br />W/
<br />WITH
<br />8.
<br />THE SYSTEM SHALL BE PROTECTED FROM CHEMICAL AGENTS, FIRE -STOPPING MATERIALS, THREAD
<br />10.
<br />CONNECTIONS SHALL BE DESIGNED AND DETAILED SO ALL FORCE COMPONENTS WILL BE
<br />SEALANT, PLASTICIZED -VINYL PRODUCTS OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT
<br />WP
<br />WORK POINT
<br />TRANSMITTED DIRECTLY THROUGH THE WORK POINTS OF THE INTERSECTING MEMBERS, THE
<br />COMPATIBLE WITH CPVC COMPOUNDS.
<br />CONNECTIONS SHALL BE DESIGNED FOR ALL RESULTING ECCENTRICITIES.
<br />9.
<br />THE SYSTEM SHALL BE HYDROSTATICALLY TESTED AFTER INSTALLATION.
<br />11. FOR CONNECTIONS OF STEEL MEMBERS NOT SPECIFICALLY ADDRESSED BY THESE GENERAL
<br />NOTES OR DRAWINGS, PROVIDE FILLET WELDS AT ALL CONTACT JOINTS BETWEEN STEEL
<br />MEMBERS SUFFICIENT TO DEVELOP THE TENSILE STRENGTH OF THE WEAKEST MEMBER AT THE
<br />JOINT.
<br />12. SHOP AND FIELD WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY
<br />D1.1-11 "STRUCTURAL WELDING CODE - STEEL". ALL WELDING SHALL BE PERFORMED BY AWS
<br />QUALIFIED WELDERS.
<br />13. ELECTRODES FOR WELDED CONNECTIONS SHALL BE E70XX.
<br />14. MINIMUM WELD SIZE SHALL BE 316" UNLESS THINNER PART TO BE JOINED REQUIRES A LARGER
<br />WELD SIZE IN ACCORDANCE WITH AISC. TABLE J2.4.
<br />15. MINIMUM WELDED CONNECTION SHALL HAVE THE STRENGTH OF A TWO -BOLT CONNECTION.
<br />FIELD WELD NOTES:
<br />1. SURFACES TO RECEIVE WELDING SHALL BE THOROUGHLY CLEANED OF ALL GREASE, PAINT,
<br />RUST, ETC., BY USING GRINDER TO EXPOSE CLEAN BASE METAL FOR A DISTANCE OF 2" FROM
<br />EACH SIDE OF THE OUTSIDE LINES OF THE WELD.
<br />2. OWNER'S ENGINEER SHALL APPROVE SURFACE PREP PRIOR TO PLACING WELD.
<br />3. VISUALLY INSPECT ALL WELDS PER AWS.
<br />4. WELDS NOT MEETING AWS STANDARDS SHALL BE CORRECTED PER OWNER'S ENGINEERS
<br />DIRECTION AND AT NO EXPENSE TO THE OWNER.
<br />\\\\\\¢NANO IT //I 'Professional Certification. I hereby certify that these
<br />documents were prepared or approved by me, and that
<br />No. 90224 I am a duly licensed professional engineer under the
<br />* * *E laws of the
<br />yip O D 2\� State of Florida, License No. 90224
<br />1
<br />ADDED ABBREVIATION FOR CONTROL JOINT
<br />CDC
<br />01/29/21
<br />Nl L ��\\\ Expiration Date: 2-08-23
<br />0
<br />ISSUE FOR CONSTRUCTION
<br />CDC
<br />01/22/21
<br />I
<br />c/J91z/
<br />REV,
<br />DESCRIPTION
<br />DRWN
<br />APPR
<br />DATE
<br />REV.
<br />DESCRIPTION
<br />DRWN
<br />APPR
<br />DATE
<br />DRAWING NO,
<br />REFERENCE DRAWING
<br />DRAWN DATE
<br />CDC 01/22/21
<br />CHECKED DATE
<br />DEC 01/22/21
<br />,-
<br />SUPERVISOR DATE
<br />ALLIANCE
<br />AJD 01/22/21
<br />Baltimore, MD Newport News, VA
<br />(410)636-9555 (757)599-3300
<br />PROJECT ENGINEER DATE
<br />LAS 01/22/21
<br />Richmond, VA
<br />(804)275-1400
<br />OWNERS APPROVAL DATE
<br />SCALE
<br />NESTLE WATERS AS NOTED
<br />qT PROJECT NO.
<br />ZEPHYRHILLS, FL 2002610040
<br />FILENAME
<br />STRUCTURAL 21DRAWING 0. REV,
<br />GENERAL NOTES
<br />2160040-S002 1
<br />
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