PLATFORM FRAMING PLAN - Miamioh.edu

GENERAL STRUCTURAL NOTESGENERAL1.THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THECONSTRUCTION IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR’SRESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO ENSURETHE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THISINCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING,GUYS, OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL IS TO REMAIN THECONTRACTOR’S PROPERTY AFTER COMPLETION OF THE PROJECT.2.IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETYCODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.3.MECHANICAL EQUIPMENT LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TOMECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR ISTO OBTAIN APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING WITHSUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN MECHANICALREQUIREMENTS TO BE BORNE BY MECHANICAL CONTRACTOR.4.DO NOT SCALE THE DRAWINGS WHERE DIMENSIONS ARE NOT SPECIFICALLY GIVEN.COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE MECHANICAL DRAWINGS.5.FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. NOTIFYTHE ARCHITECT IMMEDIATELY WHERE CONFLICTS EXIST WITHIN THE DRAWINGS ORBETWEEN THE DRAWINGS AND FIELD CONDITIONS.6.THROUGHOUT THESE PLANS, THE TERM “PROVIDE” IS DEFINED AS “SUPPLY ANDINSTALL”.7.SHOP DRAWINGS ARE TO BE SUBMITTED BY COMPLETE ERECTION PHASE OR SEQUENCE.LIMITS OF EACH INDIVIDUAL ERECTION PHASE OR SEQUENCE ARE TO BE CLEARLYINDICATED ON THE PLANS. INCOMPLETE OR PIECEMEAL SHOP DRAWINGS WILL BERETURNED PRIOR TO REVIEW. RESUBMITTALS ARE TO HAVE REVISIONS CLEARLY MARKEDOR IDENTIFIED. THE CONTRACTOR SHALL REVIEW AND ACCEPT FULL RESPONSIBILITYFOR DIMENSIONAL CORRECTNESS. ALL SHOP DRAWINGS MUST BEAR THE APPROVAL STAMPOF THE CONTRACTOR PRIOR TO REVIEW BY THE ARCHITECT OR ENGINEER.PREFABRICATED ITEMS SHOWN ON THE STRUCTURAL DRAWINGS ARE REFERENCED FORGENERAL COORDINATION PURPOSES ONLY, AND MAY INCLUDE BUT NOT BE LIMITED TO:STAIRS, LADDERS, HANDRAILS, CURTAIN WALLS, STOREFRONT SYSTEMS, AWNINGS,COLD-FORMED METAL FRAMING, AND PREFABRICATED FRAMING MEMBERS. THESE SYSTEMSSHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OFTHE CONTRACT DOCUMENTS. JEZERINAC GEERS WILL REVIEW THE DESIGN METHODOLOGY,LOADS, AND INSTALLATION DETAILS AS PART OF THE SHOP DRAWING REVIEW PROCESS,AND MAY RESULT IN A REQUEST FOR CALCULATIONS FOR REVIEW.TYP.FLOOR LIVE LOADS: (WITH ALLOWABLE REDUCTIONS WHERE APPLICABLE)- SERVICE PLATFORM60 PSFLADDER BYSTEELFABRICATORDOAS-110,000#PIPE3 STD. (3 1/2" O.D.),PLATFORM POST,TYP. OF (8)x1/4L4x41/4/4L4 x 4 x 1PLATFORM FRAMING PLAN1/4" 1'-0"W12 x 14FIELD QUALITY CONTROL:A.INSPECTION AGENCY IS TO PERFORM INSPECTION OF BOLTED CONNECTIONS PERTHE REQUIREMENTS OF AISC SPECIFICATION FOR STRUCTURAL JOINTS.[8H3][8H3][8H3]EQUALEQUAL21'-3 1/2".W/ MECHCOORD.ROOF FRAMING PLAN1/4" 1'-0"ROOF FRAMING NOTES\\SERVER\2018 Files\18.49.063 - Yager Stadium (Miami OH)\Yager Stadium Miami OH - Structural.dwg, 2/25/2019 4:43:31 PMxPLATFORM FRAMING NOTES[8H3]7.42S2[8H3]MISCELLANEOUS:A.PROVIDE HOLES FOR OTHERS. IF OPENING IS NOT SHOWN ON THE STRUCTURALDRAWINGS, OBTAIN PRIOR APPROVAL.B.STEEL SUPPORTING OR CONNECTING TO MECHANICAL AND OTHER EQUIPMENT ANDROOF OPENINGS AS SHOWN ON ARCHITECTURAL, MECHANICAL AND/OR ONSTRUCTURAL DRAWINGS IS SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR ISTO RECONCILE EXACT SIZE AND LOCATION WITH MECHANICAL AND OTHERREQUIREMENTS BEFORE PROCEEDING WITH THIS WORK.C.GROUT UNDER BEARING PLATES TO BE NON-METALLIC, NON-SHRINKING TYPE.D.PROVIDE 1/4" THICK SETTING PLATES FOR ALL BEAMS AND BEAM LINTELSBEARING ON MASONRY OR CONCRETE WHICH DO NOT REQUIRE A THICKER BEARINGPLATE.E.PROVIDE HEAVY PLATE WASHERS AT ALL ANCHOR BOLTS.F.FINISH ENDS OF ALL COLUMNS, STIFFENERS AND ALL OTHER MEMBERS IN DIRECTBEARING.G.SEE ARCHITECTURAL SECTIONS AND DETAILS FOR ALL MISCELLANEOUSSTRUCTURAL STEEL NOT OTHERWISE INDICATED IN THE STRUCTURAL DRAWINGS.xL3 x 3 x 1/4,TYP.[8H3]6.1/4W12 x 14[8H3]COATINGS:A.HOT-DIP GALVANIZE ALL EXTERIOR STEEL (INCLUDING LINTELS AND BRICKSHELF ANGLES).x1.DESIGN LIVE LOAD:DESIGN SNOW LOAD:20 PSF20 PSF SNOW LOAD2.ROOF CONSTRUCTION: 1 1/2" METAL ROOF DECK ON OPEN WEBSTEEL JOISTS.3.REFERENCE DETAIL 8/S2 FOR LINTEL REQUIREMENTS AT NEWPENETRATIONS THRU CMU WALLS, G.C. TO COORD. OPENINGLOCATIONS W/ NEW PLATFORM PIPE COLUMNS - DO NOT LOCATEOPENING DIRECTLY BELOW.4.SEE SHEET S1 FOR GENERAL NOTES.5.THE GENERAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTINGCONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING SHOPDRAWINGS. IF CONDITIONS OR DIMENSIONS VARY FROM THOSESHOWN ON THE CONSTRUCTION DRAWINGS, CONTACT THE ENGINEEROF RECORD PRIOR TO COMMENCING WITH CONSTRUCTION.LADDER BYSTEEL FABRICATOR3S2SIM.W8 x 13x44L3 x 3 x 1/4,TYP.CONNECTIONS:A.FIELD CONNECTIONS ARE TO BE BOLTED, EXCEPT AS INDICATED OTHERWISE.SHOP CONNECTIONS MAY BE WELDED OR BOLTED.B.CONNECTIONS ARE TO BE DESIGNED BY THE FABRICATOR TO DEVELOP EITHER100% OF THE FULL UNIFORM LOAD CAPACITY OF THE MEMBER, OR THE FORCESSHOWN ON THE PLANS. MINIMUM CONNECTION CAPACITY TO BE 10 KIPS. FOLLOWINSTRUCTIONS ON DRAWINGS FOR GENERAL ARRANGEMENT OR PARTICULARDETAILS.5.9"L3 x 3 x 1/4 ANGLEBRACE BELOW,SEE SECTIONS,TYP.[22H8]xL4T/STL. EL. 28" ABOVEEXIST. ROOF MEMBRANE;G.C. TO COORD. FINALSTEEL ELEVATION W/EXIST. DUCTWORK ONEAST SIDE OF PLATFORMSUBMITTALS:A.SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL WHICH INCLUDE ERECTIONPLANS, CONNECTION DETAILS, AND SHOP DETAILS INDICATING CUTS, COPES,CAMBERS, CONNECTIONS, HOLES, THREADED FASTENER TYPES AND SIZES, ANDSIZES AND LENGTHS OF WELDS.B.INDICATE MATERIAL SPECIFICATIONS, STRENGTHS, AND FINISHES.W12 x 40SPECIFICATIONS:A.WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS D1.1.UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTIONTO BE GOVERNED BY THE LATEST REVISIONS OF:1.AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OFSTRUCTURAL STEEL FOR BUILDINGS.2.AISC CODE OF STANDARD PRACTICE.3.STRUCTURAL WELDING CODE, AWS D1.1 OF THE AMERICAN WELDINGSOCIETY.4.SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490BOLTS.[22H8]2.RAISED CATWALKAROUND UNIT.DOAS-110,000#LADDER BYSTEEL FABRICATOR[22H8]W12 x 40[22H8]W12 x 40[22H8][22H8]O PEROOF SL[22H8]40'-0"V.I.F.L4STRUCTURAL STEEL4.RAISED CATWALKAROUND UNIT.W10 x 22MASONRY3.5'-0"MIN.W10 x 22SPECIAL INSPECTIONS: IN ACCORDANCE WITH CHAPTER 17 OF THE REFERENCEBUILDING CODE, THE OWNER SHALL EMPLOY INSPECTION AGENCIES TO PERFORM SPECIALINSPECTIONS DURING CONSTRUCTION INCLUDING INSPECTIONS OF SHOP-FABRICATEDITEMS WHEN APPLICABLE. ALL INSPECTION AGENCIES, INCLUDING FABRICATIONFACILITIES, WHEN REQUIRED, SHALL BE QUALIFIED AND APPROVED BY THE BUILDINGOFFICIAL. THE FOLLOWING TYPES OF STRUCTURAL WORK REQUIRE SPECIALINSPECTIONS:A.STEEL CONSTRUCTIONREFER TO OTHER DISCIPLINES FOR SPECIAL INSPECTIONS OF NON-STRUCTURALSYSTEMS.MATERIALS:A.STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A992, Fy 50 KSIB.STRUCTURAL STEEL CHANNELS, ANGLES, ETC.: ASTM A36, Fy 36 KSIC.STRUCTURAL STEEL PLATES: UNLESS NOTED OTHERWISE - ASTM A36, Fy 36KSI; ASTM A529 OR A572, Fy 50 KSI, WHERE NOTEDD.HIGH STRENGTH BOLTS: ASTM A325 OR A490E.ANCHOR BOLTS: ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISEF.ELECTRODES: SERIES E70G.RECTANGULAR HSS: ASTM A500, GRADE C, FY 50 KSIH.ROUND HSS: ASTM A500, GRADE B, FY 46 KSII.STRUCTURAL PIPES: ASTM A53, GRADE B, FY 35 KSIW8 x 18W10 x 2250 PLF/200# CONC.1.EXTENTS OFPLATFORM ABOVE,SEE PLATFORMFRAMING PLANW10 x 221.00.1400.076D0.1500.121BMATERIALS:A.CONCRETE BLOCK: ASTM C90 (HOLLOW AND SOLID), f’m 1,900 PSIB.MORTAR: TYPE S, MINIMUM COMPRESSIVE STRENGTH 1,800 PSIC.BOND BEAM AND CORE FILL: ASTM C476, COARSE TYPE3S2W8 x 1311.(Sds)(Sd1)1/4SIM.W8 x 13SPECIAL LOADS:- HANDRAIL LOADS(Ss)(S1)/4x1W10 x 22SEISMIC LOADS:- SEISMIC IMPORTANCE FACTOR- MAPPED SPECTRAL RESPONSE ACCELERATION- MAPPED SPECTRAL RESPONSE ACCELERATION- SEISMIC SITE CLASS- DESIGN SPECTRAL RESPONSE ACCELERATION- DESIGN SPECTRAL RESPONSE ACCELERATION- SEISMIC DESIGN CATEGORYx44xEXTENTS OFPLATFORM ABOVE,SEE PLATFORMFRAMING PLANW8 x 13115 MPH90 MPHB6'-10"WIND LOADS:- BASIC ULTIMATE WIND SPEED (Vult)- BASIC ALLOWABLE WIND SPEED (Vasd)- SITE EXPOSURE CATEGORYL4 xL4W8 x 18x 1/4L3 x 3 x 1/48'-10"20 PSF20 PSF1.01.01.0/4x1W8 x 13L4 x 4x4L4INDICATES GRATINGSPAN DIRECTION, TYP.SIM.3S2W12 x 142017 OHIO BUILDING CODE.CATEGORY IISNOW LOADS:- GROUND SNOW LOAD (Pg)- FLAT ROOF SNOW LOAD (Pf)- SNOW EXPOSURE FACTOR (Ce)- SNOW LOAD IMPORTANCE FACTOR (Is)- THERMAL FACTOR (Ct)3S2/4L3 x 3 x 1GOVERNING CODE:BUILDING RISK CATEGORY:PIPE3 STD. (3 1/2" O.D.),PLATFORM POST,TYP. OF (8)W12 x 14SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THEGENERAL STRUCTURAL NOTES, THE SPECIFICATIONS OR WITH EACH OTHER, THESTRICTEST PROVISION WILL GOVERN.10.1.1S24S24L3 x 3 x 1/4,TYP.L4 x 4 x 1/4INDICATES EXISTINGCONSTRUCTION TYP.10PIPE 5 STD. (5.56" O.D.)TYP. OF 6. LOCATIONS TOBE COORDINATED TOAVOID CONFLICTS BTWN.NEW BASE PLATES ANDEXIST. JOIST SEATS - ADJUSTPOST LOCATIONS AS REQ'D.4L49.10x1/48.8INDICATES EXISTINGCONSTRUCTION TYP.1.DESIGN LIVE LOAD:60 PSF2.FLOOR CONSTRUCTION: BAR GRATING ON STEEL BEAMS.3.SEE SHEET S1 FOR GENERAL NOTES.