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<br />MATERIALS
<br />STRUCTURAL STEEL (W-SHAPES).................................................. ASTM A992
<br />STRUCTURAL STEEL (PLATES, ANGLES, CHANNELS) ................................... ASTM A36
<br />HSS (ROUND) ........................................... ASTM A500, GRADE B, FY = 42 KSI
<br />HSS (SQUARE OR RECTANGLE) .............................. ASTM A500, GRADE B, FY = 46 KSI
<br />PRIME/PAINTED STEEL SHEET ROOF DECK ............................. ASTM A1008, FY = 80 KSI
<br />GALVANIZED STEEL SHEET ROOF DECK ................................. ASTM A653, FY = 80 KSI
<br />GALVANIZED STEEL SHEET FLOOR DECK ............................... ASTM A653, FY = 33 KSI
<br />ANCHOR RODS ....................................................... ASTM F1554, GRADE 36
<br />ANCHOR RODS .................................................. (HIGH STRENGTH) ASTM A449
<br />HIGH STRENGTH BOLTS ...................................... ASTM A325, 3/4" DIAMETER, UON
<br />TWIST -OFF BOLTS .............................................. ASTM F1852, 3/4" DIAMETER
<br />WELDING RODS........................................................... AWS, SERIES E70
<br />WELDS (STEEL DECK) ................................................... AWS, SERIES E6022
<br />WELDED STUDS................................................................. ASTM A108
<br />STEEL JOISTS
<br />STEEL JOIST SPACING SHALL NOT EXCEED SPACING INDICATED.
<br />ALL STEEL JOISTS AND JOIST ERECTION PROCEDURES SHALL CONFORM TO THE REQUIREMENTS
<br />OF THE STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS AND OSHA SAFETY AND HEALTH
<br />STANDARDS FOR THE CONSTRUCTION INDUSTRY, 29 CFR 1926 SUBPART R - STEEL ERECTION,
<br />EFFECTIVE JANUARY 18, 2002.
<br />PROVIDE FULL AREA OF BOTTOM CHORD FOR JOISTS FRAMING INTO COLUMNS AND PROVIDE
<br />BOTTOM CHORD CEILING EXTENSIONS AS INDICATED.
<br />HEADER ANGLES FOR STEEL JOISTS SHALL BE DESIGNED AND FURNISHED BY THE
<br />JOIST FABRICATOR.
<br />STEEL FLOOR DECK SYSTEM
<br />SEE PLAN FOR FLOOR SLAB CONSTRUCTION INCLUDING CONCRETE REINFORCING, DECK TYPE, DEPTH, GAGE, &
<br />FINISH.
<br />ALL FLOOR DECK ATTACHMENTS (WELDS, SCREWS, PINS, ETC.) REQUIRE PERIODIC SPECIAL INSPECTION.
<br />STEEL ROOF DECK:
<br />SEE PLAN FOR ROOF DECK ATTACHMENT DIAGRAM & ROOF FRAMING PLANS FOR DECK TYPE, DEPTH, GAGE, &
<br />FINISH.
<br />ALL ROOF DECK ATTACHMENTS (WELDS, SCREWS, PINS, ETC.) REQUIRE PERIODIC SPECIAL INSPECTION.
<br />OPENINGS
<br />COORDINATE ALL OPENING SIZES (REGARDLESS OF WHETHER THEY ARE INDICATED ON THE STRUCTURAL
<br />DRAWINGS) WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS. OPENING SIZES AND LOCATIONS
<br />INDICATED ARE BASED ON SINGLE SOURCE ARCHITECTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE
<br />ACTUAL SYSTEM SELECTED WILL LIKELY ALTER MANY OPENING SIZES AND EXACT LOCATIONS. PRIOR TO
<br />SUBMISSION OF REINFORCING BAR AND STRUCTURAL STEEL SHOP DRAWINGS, COORDINATE ALL OPENINGS WITH
<br />THE RESPECTIVE CONTRACTOR. SHOP DRAWINGS SUBMITTED WITHOUT THIS COORDINATION WILL BE
<br />RETURNED WITHOUT REVIEW.
<br />�E J.
<br />STRUCTURAL STEEL GENERAL NOTES:
<br />ALL STRUCTURAL STEEL WORK SHALL CONFORM TO 2010 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" OF THE
<br />AISC.
<br />FABRICATORS AND ERECTORS SHALL BE MEMBERS OF THE AISC OR CERTIFIED FOR CATEGORY I, AISC QUALITY
<br />CERTIFICATION PROGRAM.
<br />SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED AND APPROVED PRIOR TO ANY FABRICATION AND OR
<br />ERECTION.
<br />CONNECTION LICENSED PROFESSIONAL ENGINEER TO FURNISH SIGNED AND SEALED STRUCTURAL STEEL CONNECTION
<br />CALCULATIONS FOR REVIEW AND APPROVAL OF FOR PRIOR TO STEEL FABRICATION.
<br />STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED. BOLTS SHALL BE A MINIMUM OF 3/4" DIA. ASTM A325 BOLTS
<br />UNLESS NOTED OTHERWISE. ALL BOLTED CONNECTIONS SHALL BE "SNUG TIGHT" UNLESS NOTED OTHERWISE. TIC BOLTS MAY
<br />BE USED. ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS UON.
<br />THE CONTACT SURFACES WITHIN SLIP CRITICAL JOINTS SHALL BE FREE FROM OIL, PAINT, LACQUER OR GALVANIZING.
<br />ALL WELDS SHALL CONFORM TO AWS D1.1-2010, "STRUCTURAL WELDING CODE." ALL GROOVE WELDS SHOWN ON CONTRACT
<br />DOCUMENTS SHALL BE FULL PENETRATION UNLESS NOTED OTHERWISE. WELDING SHALL BE DONE USING E-70XX ELECTRODES
<br />UNLESS OTHERWISE NOTED.
<br />STRUCTURAL STEEL EMBEDDING IN CONCRETE SHALL NOT BE PAINTED.
<br />GROUT USED IN GROUT BEDS UNDER COLUMN BASE PLATES SHALL BE CEMENT BASED, NON -SHRINK GROUT. THE GROUT SHALL
<br />EXHIBIT NO SHRINKAGE IN ACCORDANCE WITH ASTM C827-82, "TEST METHOD FOR EARLY VOLUME CHANGE OF CEMENTITIOUS
<br />MIXTURES" AND SHALL HAVE A MINIMUM 28-DAY COMP'HESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH
<br />ASTMC-109-80, "TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS".
<br />SHOP OR FIELD SPLICES NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR
<br />APPROVAL.
<br />STRUCTURAL STEEL FRAMING SHALL BE ERECTED TRUE AND PLUMB IN THE ACCORDANCE WITH AISC CODE STANDARD
<br />PRACTICE. ANY FRAMING EXCEEDING TOLERANCES OF THE CODE OF STANDARD PRACTICE SHALL BE CORRECTED AS DIRECTED
<br />BY THE STRUCTURAL ENGINEER.
<br />THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STRUCTURAL STEEL FRAME WORK AGAINST
<br />LATERAL LOADINGS SUCH AS WIND. THE BRACING SHALL REMAIN IN PLACE UNTIL THE FINAL SYSTEM FOR RESISTING
<br />LATERAL LOADS IS IN PLACE AND EFFECTIVE AS APPROVED BY THE STRUCTURAL ENGINEER.
<br />STEEL FRAMING CONNECTIONS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF PROJECT
<br />BASED ON THE LOADING SPECIFIED BY THE FOR IN THESE CONSTRUCTION DOCUMENTS UON
<br />UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS. UNLESS GREATER
<br />REACTIONS ARE INDICATED ON THE PLANS OR IN THE CASE THAT NO BEAM REACTIONS ARE INDICATED, CONNECTIONS SHALL
<br />DEVELOP AT LEAST ONE-HALF OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OF THE MANUAL FOR THE
<br />GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE, HOWEVER, SHALL THE LENGTH OF THE FRAMED
<br />CONNECTIONS BE LESS THAN ONE-HALF OF THE "T" DISTANCE OF THE BEAM WEB.
<br />WHERE PRACTICAL, UNLESS SHOWN DIFFERENTLY ON DRAWINGS, ALL BRACING CONNECTIONS SHALL BE DESIGNED AND
<br />DETAILED SO THAT ALL FORCE COMPONENTS CAN BE DELIVERED DIRECTLY TO THE CENTERLINE OF INTERSECTING MEMBERS.
<br />WHERE THIS IS NOT DONE, CONNECTIONS SHALL BE DESIGNED TO ACCOUNT FOR RESULTING ECCENTRICITIES.
<br />STRUCTURAL STEEL SUPPORTS FOR STOREFRONTS, CURTAIN WALLS, AND SKYLIGHTS SHALL BE AS SHOWN ON ARCHITECTURAL
<br />OR STRUCTURAL DRAWINGS. ANY ADDITIONAL REINFORCEMENT AND CONNECTIONS REQUIRED FOR THE SYSTEM SHALL BE
<br />PROVIDED AND INSTALLED BY THE MANUFACTURER.
<br />ALL STRUCTURAL STEEL, MISCELLANEOUS STEEL AND STEEL BEAMS UON SHALL BE GIVEN ONE SHOP COAT AND ONE FIELD
<br />TOUCH UP PAINT, GRAY COLOR OR STANDARD RED PRIMER. ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE
<br />HOT DIPPED GALVANIZED.
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<br />Addendum #1
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<br />PI
<br />REV
<br />REVISION DESCRIPTION
<br />DRN.
<br />I REV. DATE
<br />REV.
<br />REVISION DESCRIPTION
<br />4/16/2018
<br />2/21 /2018
<br />DRN. I REV. DATE
<br />403� HASKELL II,IRiveerksdeCompany
<br />�e
<br />Jacksonville, FkwWa 32202
<br />Phone # (904) 791-4500
<br />DRAWN: DESIGN FIRM0 1007
<br />CONTROL NO..
<br />WAREHOUSE EXPANSION STRUCTURAL
<br />'r y ZEPHYRHILLS NATURAL SPRING WATER STEEL NOTES
<br />ZEPHYRHILLS, FLORIDA
<br />SIZE SHEET NO.
<br />The Information contained on this document is the sole property of N
<br />CpRFORA?E ENGiFlEERING OFFICE and may not be copied or disclosed to others unless authorized by
<br />132 CREOTSIDE DRIVE, SUITE 100 DATE: I D.M.: I SCALE: 7D S-003
<br />REV. NO.
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