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<br />E. STRUCTURAL STEEL
<br />1. ALL STRUCTURAL STEEL HAS BEEN DESIGNED AND SHALL BE FABRICATED AND ERECTED IN
<br />ACCORDANCE WITH THE "BUILDING CODE", ANSUAISC 360-10 "SPECIFICATION FOR STRUCTURAL
<br />STEEL BUILDINGS" (22 JUNE 2010), AND THE AISC STEEL CONSTRUCTION MANUAL (14TH EDITION)
<br />CONFORMING TO THE PROVISIONS OF THE LOAD RESISTANCE FACTOR DESIGN (LRFD).
<br />A. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
<br />STEEL ERECTION STANDARDS 29-CFR, SUBPART R.
<br />2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE
<br />ON THE DRAWINGS -
<br />TYPE
<br />ASTM
<br />GRADE
<br />FY (MIN.)
<br />(KSI)
<br />STRUCTURAL WIDE FLANGE BEAMS AND COLUMNS
<br />(W - SHAPES)
<br />A992
<br />50
<br />STRUCTURAL CHANNELS AND ANGLES (C, MC, AND
<br />L - SHAPES)
<br />A36
<br />----
<br />36
<br />STRUCTURAL PLATES AND BARS (TYPICAL U.N.O.)
<br />A36
<br />-----
<br />36
<br />HOLLOW STRUCTURAL SECTIONS (HSS - SHAPES -
<br />RECTANGULAR OR SQUARE)
<br />A500
<br />C
<br />50
<br />THREADED RODS
<br />A36
<br />26
<br />STRUCTURAL ANCHOR RODS*
<br />F1554
<br />-----
<br />36
<br />WITH WELDABILITY SUPPLEMENT S1
<br />& CARBON EQUIVALENT FORMULA
<br />PER ASTM F1554 SECTION 1.5.2.1
<br />STRUCTURAL HIGH STRENGTH BOLTS
<br />A325
<br />------
<br />Fu = 120 KSI
<br />HEADED SHEAR STUD CONNECTORS
<br />A108
<br />TYPE B
<br />51, Fu = 65
<br />KSI
<br />* STRUCTURAL ANCHOR RODS SHALL MEET THE REQUIREMENTS OF A DUCTILE STEEL
<br />ELEMENT PER ACI 318. A DUCTILE STEEL ELEMENT HAS TENSILE TEST ELONGATION OF AT LEAST
<br />14 PERCENT AND REDUCTION IN AREA OF AT LEAST 30 PERCENT.
<br />3. ALL WELDING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH RISC 360 AND AWS
<br />D1.1-10 "STRUCTURAL WELDING CODE - STEEL". ALL WELDS SHALL USE E70XX ELECTRODES (Fu
<br />= 70 KSI) UNLESS NOTED OTHERWISE.
<br />4. SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON THE
<br />STRUCTURAL DRAWINGS UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF
<br />RECORD PRIOR TO TO BEGINNING FABRICATION OR CONSTRUCTION.
<br />5. ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL STEEL MEMBERS
<br />FOR ERECTION OR THE WORK OF OTHER TRADES SHALL BE SHOWN ON THE STRUCTURAL STEEL
<br />SHOP DRAWINGS AND REQUIRE APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD PRIOR
<br />TO FABRICATION.
<br />6 FIELD MODIFICATIONS (HOLES, LENGTH ADJUSTMENTS, ETC.) TO STRUCTURAL STEEL IS
<br />PROHIBITED WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD.
<br />.7. WHERE NO CAMBER. IS INDICATED, FABRICATE STEEL BEAMS $O THAT ANY NATURAL CAMBER IS
<br />UPWARD AFTER ERECTION.
<br />F. STEEL DECK
<br />1. STEEL ROOF DECKS SHALL COMPLY WITH THE REQUIRMENTS OF THE "BUILDING CODE" AND
<br />THE LATEST EDITION OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL DECKS.
<br />2. STEEL ROOF DECK SHALL BE 1-1/2 INCH DEEP WIDE RIB (TYPE B) STEEL ROOF DECK WITH AN
<br />UNCOATED DESIGN THICKNESS OF 0.0358 IN. (20 GA.). DECKING SHALL HAVE A MINIMUM YIELD
<br />STRENGTH OF 33 KSI, A MINIMUM ip OF 0.201 IN.^4/FT., A MINIMUM In OF 0.222 IN."4/FT., A
<br />MINIMUM Sp OF 0.234 IN.^3/FT., AND A MINIMUM Sn OF 0.247 IN.^WT.. DECKING SHALL RECEIVE A
<br />G60 GALVANIZED FINISH. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF THREE
<br />SUPPORTS WITHOUT INTERRUPTION. EACH DECK.UNIT SHALL BE ATTACHED TO SUPPORTING
<br />MEMBERS AND ADJACENT PANELS AS SHOWN ON THE'TYPICAL STEEL ROOF DECK SUPPORT
<br />AND SIDELAP ATTACHMENT DETAIL".
<br />3. ALL ROOF DECK OPENINGS GREATER THAN 6 INCHES WIDE MEASURED PARALLEL TO THE
<br />SUPPORTING MEMBERS SHALL BE FRAMED WITH STEEL ANGLES AS SHOWN ON THE TYPICAL
<br />ROOF DECK OPENING FRAMING DETAILS" UNLESS NOTED OTHERWISE.
<br />4. LOADS SHALL NOT BE DIRECTLY HUNG FROM THE ROOF DECK WITHOUT PRIOR REVIEW AND
<br />APPROVAL BY THE DECK SUPPLIER AND REVIEW BY THE STRUCTURAL ENGINEER OF RECORD.
<br />5. COMPOSITE STEEL ROOF DECK SHALL BE 3 INCH DEEP COMPOSITE STEEL DECK WITH AN
<br />UNCOATED DESIGN THICKNESS OF 0.0358 IN. (20 GA.). DECKING SHALL HAVE A MINIMUM YIELD
<br />STRENGTH OF 50 KSI, A MINIMUM Ip OF 0.920 IN.^4/FT., A MINIMUM In OF 0.919 IN."4/FT., A
<br />MINIMUM Sp OF 0.534 IN."3/FT., AND A MINIMUM Sn OF 0.551 IN."3/FT.. DECKING SHALL RECEIVE
<br />A G60 GALVANIZED FINISH. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF THREE
<br />SUPPORTS WITHOUT INTERRUPTION.
<br />6. NO OPENINGS SHALL BE ALLOWED IN COMPOSITE STEEL ROOF DECK.
<br />7. COMPOSITE STEEL DECK HANGER TAB LOADS SHALL NOT EXCEED 60 LBS. PER HANGER TAB
<br />OR THE DECK MANUFACTURER'S RECOMMENDED ALLOWABLE HANGER TAB LOAD. IN ADDITION,
<br />LOADS ON HANGERS SHALL BE DISTRIBUTED IN SUCH A MANNER THAT THE TRIBUTARY LOADS
<br />FOR EACH HANGER DOES NOT EXCEED 5 PSF. DO NOT HANG MEP EQUIPMENT AND PIPING
<br />DIRECTLY FROM COMPOSITE STEEL DECK
<br />F. STEEL DECK
<br />8. ALL WELDING FOR STEEL DECK SHALL BE IN ACCORDANCE WITH AWS D1.3-08, "STRUCTURAL
<br />WELDING CODE -SHEET STEEL". USE E60XX ELECTRODES (Fu = 60 KSI) FOR WELDING STEEL
<br />ROOF DECK, COMPOSITE STEEL DECK, AND NON -COMPOSITE STEEL DECK WITH A THICKNESS
<br />OF 0.0295 INCH (22 GA.) OR GREATER TO SUPPORTING STEEL MEMBERS UNLESS NOTED
<br />OTHERWISE. USE E70XX ELECTRODES (Fu = 70 KSI) FOR WELDING NON -COMPOSITE STEEL
<br />DECK WITH A THICKNESS LESS THAN 0.0295 INCH (22 GA.) TO SUPPORTING STEEL MEMBERS.
<br />WELDING WASHERS SHALL BE USED ON ALL DECK UNITS WITH A THICKNESS LESS THAN 0.0295
<br />INCH (22 GA.).
<br />9. COMPOSITE CONSTRUCTION NOTES -
<br />A. THE COMPOSITE FLOOR SYSTEM INCLUDING COMPOSITE STEEL BEAMS AND CONCRETE SLABS 4.
<br />ON COMPOSITE STEEL ROOF DECKS HAVE BEEN DESIGNED UNSHORED.
<br />B. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING FOR THE CONCRETE SLABS ON 5.
<br />COMPOSITE STEEL ROOF DECK, IF NECESSARY, IN ACCORDANCE WITH THE DECK
<br />MANUFACTURER'S RECOMMENDATIONS FOR THE SPAN AND SPAN CONDITIONS INDICATED.
<br />C. CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN THE CONCRETE SLABS ON COMPOSITE
<br />STEEL ROOF DECK.
<br />D. CONDUITS, PIPES, AND SLEEVES SHALL NOT PENETRATE VERTICALLY THROUGH THE 6.
<br />CONCRETE SLABS ON COMPOSITE STEEL DECK OR THE COMPLETED. COMPOSITE STEEL DECK
<br />SYSTEM WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL EOR, EXCEPT THAT (3) - 3 INCH
<br />DIAMETER PIPE SLEEVES WILL BE ALLOWED FOR THE HVAC SYSTEM. WHERE ALLOWED BY THE
<br />EOR, VERTICAL PENETRATIONS THROUGH CONCRETE SLABS ON COMPOSITE STEEL ROOF
<br />DECK SHALL BE ACCOMPLISHED USING SLEEVES THAT COMPLY WITH ICC-500, CORED
<br />PENETRATIONS WILL NOT BE ALLOWED. THE CONTRACTOR SHALL SUBMIT STEEL DECK SHOP
<br />DRAWINGS. WHERE ALLOWED BY THE EOR, THE STEEL DECK SHOP DRAWINGS SHALL INDICATE
<br />THE SIZE AND LOCATION OF ALL PENETRATIONS THROUGH THE CONCRETE SLABS ON 7.
<br />COMPOSITE STEEL ROOF DECK FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO
<br />FABRICATION AND CONSTRUCTION OF THE DECKING.
<br />E. ` STEEL HEADED SHEAR STUD CONNECTORS USED FOR COMPOSITE BEAMS SHALL CONFORM TO
<br />THE REQUIREMENTS OF AWS D1.1-10 "STRUCTURAL WELDING CODE - STEEL" AND ASTM A108,
<br />TYPE B, Fu = 65 KSI, Fy = 51 KSI. PROVIDE STEEL HEADED STUDS CONNECTORS OF QUANTITY,
<br />SIZE, AND LENGTH AS INDICATED ON THE DRAWINGS.
<br />F. STEEL HEADED SHEAR STUD CONNECTORS USED AS SHEAR CONNECTORS FOR COMPOSITE
<br />STEEL BEAMS SHALL BE WELDED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF
<br />AWS D1.1-10. LOCATE AND INSTALL ALL STEEL HEADED SHEAR STUD CONNECTORS THROUGH
<br />COMPOSITE STEEL ROOF DECK IN THE "STRONG" POSITION AS DEFINED IN AISC 360.
<br />G. MISCELLANEOUS
<br />E. THE GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO
<br />SUBMITTAL NOTING CHANGES MADE WHICH DO NOT COMPLY WITH CONTRACT DOCUMENT
<br />DRAWINGS AND SPECIFICATIONS. PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL
<br />ENGINEER OF RECORD AND ARCHITECT SHALL BE REQUIRED FOR ALL DEVIATIONS FROM THE
<br />CONTRACT DOCUMENTS MADE BY THE CONTRACTOR. REQUEST FOR INFORMATION SHALL
<br />NOT BE USED TO INTRODUCE SUBSTITUTIONS, DEVIATIONS, OR CHANGES FROM THE
<br />REQUIREMENTS INDICATED BY THE CONSTRUCTION DOCUMENTS.
<br />F. DESIGN AND PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY
<br />DURING CONSTRUCTION.
<br />PLANS, SECTIONS, AND DETAILS SHALL NOT BE SCALED FOR DETERMINATION OF QUANTITIES,
<br />LENGTHS, OR FIT OF MATERIALS.
<br />SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DESIGN DOCUMENTS FOR SIZE AND
<br />LOCATION OF ALL OPENINGS, SLEEVES, CURBS, PADS, INSERTS, ETC. NOT SHOWN ON
<br />STRUCTURAL DRAWINGS. BEFORE FABRICATION OF MATERIALS, COORDINATE WITH
<br />ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS AND
<br />PROVIDE ALL MISCELLANEOUS AND STRUCTURAL ITEMS INDICATED OR REQUIRED TO
<br />COMPLETE THE WORK.
<br />THE DESIGN DOCUMENTS REFLECT THE FINAL COMPLETED STATE OF THE STRUCTURAL
<br />SYSTEMS AND ELEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION
<br />RELATED ENGINEERING TO INCLUDE BUT NOT BE LIMITED TO CONSTRUCTION MEANS AND
<br />METHODS, TEMPORARY SUPPORTS, SHORING AND BRACING, TEMPORARY USE OF
<br />STRUCTURES, PARTIALLY CONSTRUCTED STRUCTURES AND INCOMPLETE STRUCTURES. ALL
<br />CONSTRUCTION AND RELATED ENGINEERING SHALL BE IN ACCORDANCE WITH ASCE 37-14
<br />"DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION".
<br />SPECIAL INSPECTIONS AND STRUCTURAL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH
<br />THE MORE STRINGENT REQUIREMENTS OF THE PROJECT CONTRACT DOCUMENTS DRAWINGS,
<br />THE "BUILDING CODE" (AS DEFINED ON.SHEET S-001), AND AS DIRECTED BY THE BUILDING
<br />OFFICIAL.
<br />THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS
<br />DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER IBC 2012 SECTION 1705 IN
<br />ADDITION TO THE INSPECTIONS IDENTIFIED IN IBC 2015 SECTION 110 AND TO PROVIDE TESTING
<br />AND INSPECTIONS INDICATED IN THE PROJECT DRAWINGS AND SPECIFICATIONS.
<br />AN APPROVED AGENCY SHALL BE OBJECTIVE, COMPETENT AND INDEPENDENT FROM THE
<br />CONTRACTOR RESPONSIBLE FOR THE WORK BEING INSPECTED.
<br />THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSONS) WHO SHALL DEMONSTRATE
<br />G. HEADED SHEAR STUD CONNECTORS SHALL BE SPACED EQUALLY ALONG THE CENTERLINE OF COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE
<br />THE STEEL BEAM. THE SPACING OF THE HEADED SHEAR STUD CONNECTORS ALONG THE PARTICULAR TYPE OF CONSTRUCTION OF OPERATION REQUIRING SPECIAL INSPECTION.
<br />LENGTH OF A SUPPORTING STEEL BEAM SHALL NOT EXCEED 12 INCHES.
<br />THE CONTRACTOR SHALL COORDINATE AND PROVIDE SUFFICIENT NOTIFICATION AND ACCESS
<br />H. PROVIDE HEADED SHEAR STUD CONNECTORS AT 12 INCHES ON CENTER FOR ALL STEEL BEAMS FOR ALL TESTING AND INSPECTION.
<br />AND GIRDERS SUPPORTING CONCRETE SLABS ON COMPOSITE STEEL ROOF DECK WHERE
<br />HEADED SHEAR STUD CONNECTORS ARE NOT INDICATED ON THE DRAWINGS. H. STRUCTURAL SPECIAL INSPECTIONS AND TESTS
<br />1. IBC 2015 SPECIAL INSPECTIONS AND TESTS - GENERAL REQUIREMENTS -
<br />I. PROVIDE STEEL DECK SHOP DRAWINGS SHOWING EXACT LAYOUT OF COMPOSITE BEAM STEEL A. THE CONTRACTOR SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM
<br />HEADED SHEAR STUD CONNECTORS FOR EACH SPAN AND DECK INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER IBC 2015 SECTION
<br />1705 "REQUIRED SPECIAL INSPECTIONS AND TESTS" AND SPECIFICATION 014000 "QUALITY
<br />REQUIREMENTS". THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS DEFINED IN IBC
<br />G. MISCELLANEOUS 2015 SECTION 110. THE INSPECTING AGENCY MUST PROVIDE REPORTS OF THE SPECIAL
<br />INSPECTIONS DIRECTLY TO THE GENERAL CONTRACTOR.
<br />1. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS, PREPARED BY THE CONTRACTOR,
<br />SUBCONTRACTOR, SUPPLIER OR DISTRIBUTOR. REPRODUCTION OF STRUCTURAL CONTRACT
<br />DOCUMENTS AS ERECTION PLANS OR DETAILS WILL NOT BE PERMITTED AND WILL BE
<br />REJECTED WITHOUT REVIEW. ALL SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY
<br />THE CONTRACTOR PRIOR TO SUBMITTAL FOR REVIEW.
<br />2. THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL ITEMS REQUIRED FOR ATTACHING
<br />ARCHITECTURAL, MECHANICAL, ELECTRICAL, EQUIPMENT AND ELEMENTS TO THE BUILDING
<br />STRUCTURE AND TO RESIST ALL LOADS INCLUDING SEISMIC LOADS. ATTACHMENT SHALL BE
<br />MADE SO AS NOT TO OVERSTRESS THE STRUCTURAL MEMBERS. THE CONTRACTOR SHALL
<br />COORDINATE THE ATTACHMENTS AND LOCATIONS OF THE EQUIPMENT AND ELEMENTS AND
<br />INCORPORATE THEIR REQUIREMENTS INTO THE STRUCTURAL STEEL SHOP DRAWINGS. THE
<br />SHOP DRAWING SUBMITTAL SHALL INCLUDE ATTACHMENT CALCULATIONS AND SHALL BE
<br />SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE
<br />PROJECT IS LOCATED. REFER TO THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
<br />DESIGN DOCUMENTS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
<br />3. THE CONTRACTOR SHALL INCLUDE AND PROVIDE THE FOLLOWING SERVICES -
<br />A. VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, OPENING SIZES, AND EQUIPMENT WEIGHTS
<br />PRIOR TO STARTING WORK AND INCORPORATE THIS INFORMATION INTO THE PROJECT SHOP
<br />AND ERECTION DRAWINGS.
<br />B. VERIFICATION OF ALL DIMENSIONS AND MEMBER SIZES RELATING TO ALL EXISTING
<br />CONSTRUCTION AND CONDITIONS.
<br />C. VERIFICATION OF ALL FLOOR DRAINS, SLOPED FLOORS, FLOOR DEPRESSIONS AND OFFSETS
<br />WITH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO THE
<br />SUBMITTAL OF STRUCTURAL STEEL, STEEL DECK, AND CONCRETE REINFORCEMENT SHOP
<br />DRAWINGS.
<br />D. COORDINATE .WITH THE OWNER AND REMOVE ALL ABANDONED FOUNDATIONS, UTILITIES,
<br />PIPELINES, ETC. THAT MAY INTERFER WITH THE NEW CONSTRUCTION.
<br />2. STATEMENT OF SPECIAL INSPECTIONS: THIS "STATEMENT OF SPECIAL INSPECTIONS" HAS BEEN
<br />PREPARED IN ACCORDANCE WITH THE SPECIAL INSPECTION AND TESTING REQUIREMENTS OF
<br />IBC 2015 SECTION 1704. THIS "STATEMENT OF SPECIAL INSPECTIONS" ENCOMPASSES THE
<br />FOLLOWING DISCIPLINE: STRUCTURAL. IT INCLUDES THE SCHEDULE OF "IBC 2015 - REQUIRED
<br />SPECIAL INSPECTIONS AND TESTS" NOTED BELOW THAT ARE APPLICABLE TO THE PROJECT.
<br />3. IBC 2015 - REQUIRED SPECIAL INSPECTIONS AND TESTS -
<br />A. SPECIAL INSPECTIONS AND TESTS OF ELEMENTS AND NONSTRUCTURAL COMPONENTS OF
<br />BUILDINGS AND STRUCTURES SHALL MEET THE APPLICABLE REQUIREMENTS OF THE IBC 2015
<br />SECTION 1705 AND THE CONTRACT DOCUMENTS.
<br />TYPE OF CONSTRUCTION
<br />IBC 2015
<br />SECTION
<br />INSPECTION
<br />REQUIRED
<br />YES
<br />NO
<br />NIA
<br />1.
<br />STEEL CONSTRUCTION
<br />1705.2
<br />X
<br />-
<br />A.
<br />STRUCTURAL STEEL
<br />1705.2.1
<br />X
<br />-
<br />-
<br />B.
<br />COLD -FORMED STEEL DECK
<br />1705.2.2
<br />X
<br />-
<br />-
<br />2.
<br />CONCRETE CONSTRUCTION
<br />1705.3
<br />X
<br />-
<br />-
<br />3.
<br />MASONRY CONSTRUCTION
<br />1705.4
<br />X
<br />-
<br />-
<br />4.
<br />SOILS
<br />1705.6
<br />X
<br />-
<br />-
<br />5.
<br />FABRICATED ITEMS
<br />1705.10
<br />X
<br />-
<br />-
<br />6.
<br />SPECIAL INSPECTIONS FOR WIND RESISTANCE
<br />1705.11
<br />X
<br />-
<br />-
<br />7.
<br />TESTING FOR SEISMIC RESISTANCE
<br />1705.13
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<br />ENGINEERING $31348
<br />STUART T. WEBB
<br />STRUCTURAL ENGINEER
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<br />SHEET
<br />IDENTIFICATION
<br />S-003
<br />
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