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HomeMy WebLinkAboutS001 - GENERAL NOTES1.0 GENERAL PROJECT INFORMATION 1. THESE STRUCTURAL DRAWINGS ARE PART OF A SINGLE DOCUMENT ISSUE INCLUDING MULTIPLE DISCIPLINES, ALL OF WHICH ARE PART OF A SINGLE PRIME BID PACKAGE. ALL DRAWINGS AND SPECIFICATIONS ARE FULLY COMPLEMENTARY AND SUPPLEMENTAL TO EACH OTHER AND SHALL BE TAKEN AS A WHOLE. WHERE CONFLICTS OCCUR, STRICTER REQUIREMENTS APPLY. TYPICAL DETAIL SECTION CUTS ARE NOT NECESSARILY SHOWN AT EACH AND EVERY APPLICABLE LOCATION ON THE PLANS AND ELEVATIONS. TYPICAL DETAIL TITLES IMPLY THE INTENT OF APPLICABILITY. APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED BY DETAIL, DETAIL TITLE, OR NOTES. 1.3 SUBMITTALS 1. THE CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER'S REVIEW A SCHEDULE WHICH DETAILS THE ESTIMATED QUANTITY OF SHOP DRAWINGS FOR EACH SUBMITTAL AND THE DATE SHOP DRAWINGS WILL BE RECEIVED BY THE STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER SHALL HAVE THE OPPORTUNITY TO REVIEW THE PROPOSED SCHEDULE AND SUBMIT COMMENTS TO THE CONTRACTOR. THE FINAL SHOP DRAWING SCHEDULE SHALL BE MUTUALLY AGREED UPON BY THE CONTRACTOR AND STRUCTURAL ENGINEER. 2. THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO ARCHITECT AND STRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL TO VERIFY THAT THE FOLLOWING IS ADDRESSED: A. THE SHOP DRAWINGS ARE REQUESTED BY THE STRUCTURAL ENGINEER. B. THE SHOP DRAWINGS ARE BASED ON THE LATEST DESIGN AND CORRECT VERSION OF THE DOCUMENTS. C. THE ARCHITECT'S AND STRUCTURAL ENGINEER'S COMMENTS FROM ANY PREVIOUS SUBMITTALS ARE ADDRESSED. D. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES. E. COMPONENT ENGINEER'S PROFESSIONAL ENGINEERING STAMP AND SIGNATURE IS INCLUDED FOR DELEGATED DESIGN COMPONENT DRAWINGS. F. REVISIONS FROM PREVIOUS SUBMITTAL ARE CLEARLY IDENTIFIED. G. SUBMITTAL IS COMPLETE AND ALL SCOPE ASSIGNED TO THE SUBCONTRACTOR HAS BEEN COVERED. H. THE STRUCTURAL ENGINEER MAY RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THE STRUCTURAL ENGINEER'S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW. 3. THE FOLLOWING ITEMS REQUIRE SUBMITTALS TO BE SUBMITTED BY CONTRACTOR WHOSE SCOPE INCLUDES LISTED ITEM FOR STRUCTURAL REVIEW AS OUTLINED IN THE SPECIFICATIONS: DIV DESCRIPTION 03 FORMWORK LAYOUT AND PRODUCTS 03 CONCRETE REINFORCING PLACEMENT DRAWINGS 03 CONCRETE MIX DESIGNS 03 COORDINATED DRAWINGS FOR ALL SLEEVES, PENETRATIONS AND EMBEDS 03 ANCHOR ROD LAYOUT 03 CONCRETE CONSTRUCTION JOINT LAYOUT 04 CMU ATTACHMENTS TO PRIMARY STRUCTURAL SYSTEMS 04 CMU REINFORCEMENT 05 STRUCTURAL STEEL 05 STRUCTURAL STEEL CONNECTIONS (CALCULATIONS WHEN SPECIFIED) 05 STEEL ROOF DECK 05 STEEL FLOOR DECK 05 COLD FORMED METAL FRAMING 05 MISCELLANEOUS STRUCTURAL STEEL 31 FOUNDATION LAYOUT, SIZES, LENGTHS AND REINFORCING 31 RAMMED AGGREGATE PIERS 4. THE FOLLOWING ITEMS REQUIRE SHOP DRAWINGS TO BE SUBMITTED BY CONTRACTOR FOR LIMITED REVIEW BY THE STRUCTURAL ENGINEER ONLY FOR IMPACT OF ATTACHMENTS TO THE STRUCTURE: DESCRIPTION ARCHITECTURAL ORNAMENTATION (FLAGPOLES, BANNERS, MASTS, ETC.) ARCHITECTURAL PRECAST CONCRETE COLD-FORMED METAL FRAMING STAIR FRAMING HANDRAILS AND GUARDRAILS CURTAINWALLS AND OTHER GLAZING SYSTEMS ELEVATORS GRATING SHOP DRAWINGS SHALL SHOW THE MAGNITUDES, DIRECTIONS AND CONNECTION CONDITIONS OF ALL LOADS IMPOSED ON THE SUPPORTING STRUCTURE. THE SUBMITTAL SHALL LIST THE DESIGN LOADS USED AND BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PROJECT IS LOCATED. 5. OMISSION OF ANY MATERIALS REQUIRED BY THE CONTRACT DOCUMENTS FROM SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR FURNISHING THESE MATERIALS REGARDLESS OF WHETHER THE SUBMITTALS HAVE BEEN REVIEWED. 6. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR SIGNIFIES CONTRACTOR'S ACCEPTANCE OF ALL THE INFORMATION SHOWN "AS IS". CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE ACCURACY AND COMPLETENESS OF THE INFORMATION PROVIDED. ISSUED DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER ANY ELECTRONIC INFORMATION PROVIDED. ADDENDA, CHANGE ORDERS, SUPPLEMENTAL INSTRUCTIONS ARE NOT NECESSARILY INCLUDED IN THE ELECTRONIC FILES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS, INCLUDING LATEST ADDENDA, AND TO DISTRIBUTE TO ALL SUBCONTRACTORS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS. 1.4 CONSTRUCTION QUALITY ASSURANCE AND STRUCTURAL OBSERVATION 1. SEE DIVISION 1 OF THE SPECIFICATIONS AND EACH TECHNICAL SPECIFICATION SECTION FOR OWNER’S TESTING AND INSPECTION PROGRAM. CONTRACTOR IS TO COORDINATE THE TESTING AND INSPECTION WORK WITH THE OWNER’S TESTING AND INSPECTION AGENCY. 2. SITE OBSERVATION BY THE STRUCTURAL ENGINEER FOR GENERAL CONFORMANCE DOES NOT INCLUDE OR REPLACE THE SPECIAL INSPECTIONS SPECIFIED FOR STRUCTURAL COMPONENTS. SUCH VISITS AND OBSERVATIONS ARE NOT INTENDED TO BE AN EXHAUSTIVE CHECK OR DETAILED INSPECTION OF THE CONTRACTOR’S WORK, AND DO NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY. ALL NOTED NON CONFORMING ITEMS SHALL BE ADDRESSED IN WRITING BY THE CONTRACTOR PRIOR TO SUBSTANTIAL COMPLETION. 2.0 FOUNDATIONS 1. PREPARE AREAS OF THE SITE SUPPORTING STRUCTURE BY REMOVING TOPSOIL, EXISTING FILL, ORGANIC MATERIAL, OR FROZEN, WET, SOFT, LOOSE OR OTHERWISE UNSUITABLE MATERIALS. 2. PROOF ROLL THE EXPOSED SUBGRADE WITH SUITABLE EQUIPMENT APPROVED BY THE OWNER’S TESTING AGENCY TO DETERMINE IF ANY POCKETS OF SOFT, UNSUITABLE MATERIAL EXISTS BENEATH THE EXPOSED SUBGRADE. REMOVE ANY UNSUITABLE MATERIAL ENCOUNTERED AND REPLACE WITH A WELL COMPACTED GRANULAR MATERIAL. 3. PLACEMENT AND COMPACTION OF ENGINEERED FILL SHALL BE OVERSEEN BY THE OWNER’S TESTING AGENCY. PLACE FILL MATERIAL IN LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. MECHANICALLY COMPACT EACH LAYER TO AT LEAST THE REQUIRED MINIMUM DRY DENSITY. REQUIREMENTS FOR MATERIALS, COMPACTION METHODS AND FIELD QUALITY CONTROL ARE OUTLINED IN DIVISION 31 OF THE PROJECT MANUAL. 4. FOOTINGS SHOULD BEAR ON SOIL MODIFIED BY A RAMMED AGGREGATE PIER SYSTEM. MATERIAL SHALL MEET THE REQUIRED SOIL BEARING PRESSURE. IF UNSUITABLE MATERIAL IS ENCOUNTERED, REESTABLISH THE BEARING ELEVATION OF THE FOOTING BY LOCALIZED UNDERCUTTING, AND FILLING WITH SUITABLE GRANULAR MATERIAL OR LEAN CONCRETE AS RECOMMENDED BY THE OWNER'S TESTING AGENCY. 5. PLACE FOOTINGS THE SAME DAY EXCAVATIONS ARE OPENED. IF THIS IS NOT POSSIBLE, ADEQUATELY PROTECT THE EXPOSED MATERIAL IN THE BASES OF THE FOOTING EXCAVATIONS FROM ANY DETRIMENTAL CHANGE IN CONDITION SUCH AS FROM DISTURBANCE, RAIN OR FREEZING OR EXTREME DRYING. SURFACE RUNOFF SHALL NOT BE ALLOWED TO ENTER THE EXCAVATIONS. 6. STRUCTURAL SLABS AND SLABS ON GRADE WHICH PROVIDE TOP AND BOTTOM SUPPORT FOR CONCRETE WALLS RETAINING EARTH, MUST BE IN PLACE AND HAVE REACHED 70 PERCENT OF THEIR REQUIRED 28 DAY COMPRESSIVE STRENGTH BEFORE BACKFILLING OPERATIONS BEGIN. 7. CONCRETE WALLS RETAINING EARTH MUST HAVE REACHED 100 PERCENT OF THEIR REQUIRED 28 DAY COMPRESSIVE STRENGTH BEFORE BACKFILLING OPERATIONS BEGIN. 8. SIMULTANEOUSLY BACKFILL EACH SIDE OF CONCRETE WALLS WITH EARTH ON BOTH SIDES TO PLUS OR MINUS TWO FEET. 9. BACKFILL PLACED AGAINST CONCRETE WALLS SHALL BE A WELL-GRADED GRANULAR MATERIAL. REQUIREMENTS FOR MATERIALS AND COMPACTION METHODS ARE OUTLINED IN DIVISION 31 OF THE PROJECT MANUAL. 10. FOR INFORMATION REGARDING SUBSURFACE CONDITIONS, REFER TO GEOTECHNICAL ENGINEERING INVESTIGATION REPORT. SEE ALSO GEOTECHNICAL DESIGN INFORMATION INCLUDED WITH DESIGN INFORMATION PROVIDED. 2.1 TEMPORARY EXCAVATION SUPPORT AND PERMANENT FOUNDATION SUPPORT 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL ADJACENT STRUCTURES, PAVEMENT UTILITIES, GRADES AND PLANTINGS. WHERE NECESSARY, BRACE EXCAVATION SIDES WITH SYSTEMS AS DETERMINED BY THE CONTRACTOR’S ENGINEER WITH ALL REQUIRED BRACING AND TIEBACKS. 2.4 AGGREGATE PIERS 1. AGGREGATE PIER SOIL IMPROVEMENT SYSTEM SHALL BE APPLIED TO ENTIRE BUILDING FOOTPRINT. SIZE, SPACING, AND DEPTH OF PIERS ARE THE RESPONSIBILITY OF THE SPECIALTY CONTRACTOR. SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS. SEE GENERAL NOTES SECTION 2.0 FOR SUBGRADE REQUIREMENTS IN AREAS WHERE RAMMED AGGREGATE PIERS ARE NOT UTILIZED. THESE AREAS, IF ANY, ARE DESIGNATED ON THE FOUNDATION PLAN. 3.1 CONCRETE FORMWORK 1. REFER TO FORMED CONCRETE SURFACE CATEGORY TABLE PROVIDED WITH DESIGN INFORMATION SHEET FOR FORMING REQUIREMENTS. 2. TOLERANCES: REFER TO DIVISION 3 SPECIFICATION CONCRETE FORM WORK SPECIAL TOLERANCES FOR ELEVATORS, SHAFT OPENINGS, ROUGH OPENINGS FOR DOORS, WINDOW AND SLAB EDGES. 1.2 PERFORMANCE SPECIFIED DELEGATED DESIGN COMPONENTS 1. EMPLOY OR RETAIN A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THIS PROJECT IS LOCATED TO DESIGN AND DETAIL THE FOLLOWING STRUCTURAL CLADDING, CLADDING BACKUP AND SITE COMPONENTS: A. FOUNDATIONS AND EARTHWORK: • TEMPORARY EXCAVATION SUPPORT B. DIVISION 3: • POST-TENSIONING LAYOUT, EFFECTIVE FORCE AND FRICTION LOSSES • STRUCTURAL PRECAST CONCRETE COMPONENTS • ARCHITECTURAL PRECAST CONCRETE COMPONENTS C. DIVISION 4: • MASONRY ATTACHMENTS TO STRUCTURAL FRAME D. DIVISION 5 • STRUCTURAL STEEL ERECTION AND TEMPORARY BRACING REQUIRED DURING ERECTION • STRUCTURAL STEEL CONNECTIONS • NON-LOAD BEARING COLD FORMED METAL STUDS FOR EXTERIOR WALLS • COLD FORMED METAL STUD WALL CONNECTIONS AND ATTACHMENTS TO STRUCTURAL FRAME • STAIRS AND HANDRAIL SYSTEMS • COLD FORMED METAL FLOOR AND ROOF FRAMING CONNECTIONS • COLD FORMED METAL TRUSSES AND SUPPLEMENTAL ROOF FRAMING • F.DIVISION 6 • WOOD TRUSSES G.EXTERIOR BUILDING ENVELOPE: • CURTAINWALL AND GLAZING BACKUP SYSTEMS • CURTAINWALL AND OTHER GLAZING CLADDING SYSTEMS • CLADDING ATTACHMENTS TO PRIMARY STRUCTURAL SYSTEM OR CLADDING BACKUP SYSTEM • ALL OTHER CLADDING SYSTEMS SUCH AS TERRA COTTA PANELS, METAL PANELS, ETC. H.DIVISION 9 • NON-LOAD BEARING COLD FORMED METAL STUDS FOR INTERIOR WALLS I. DIVISION 31 • RAMMED AGGREGATE PIERS 2.DRAWING SUBMITTALS FOR DELEGATED DESIGN COMPONENTS SHALL BE REVIEWED AND SEALED BY THE COMPONENT ENGINEER PRIOR TO THE LIMITED REVIEW BY THE PROJECT’S STRUCTURAL ENGINEER OF RECORD. DELEGATED DESIGN SUBMITTALS WILL BE REVIEWED ONLY FOR DESIGN LOADING CONFORMANCE TO SPECIFIED PROJECT PERFORMANCE CRITERIA AS WELL AS IMPACT TO THE PRIMARY STRUCTURE FROM THE COMPONENT ATTACHMENTS. THE ENGINEER OF RECORD SHALL BE ENTITLED TO RELY ON THE ADEQUACY, ACCURACY, AND COMPLETENESS OF THE DESIGN PROVIDED BY THE CONTRACTOR. 3.THE COMPONENT ENGINEER IS RESPONSIBLE FOR CODE CONFORMANCE FOR ALL INDIVIDUAL PARTS AND INTERNAL CONNECTIONS OF THE PERFORMANCE SPECIFIED COMPONENTS. 4.SHOP DRAWINGS FOR DELEGATED DESIGN COMPONENTS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON PRIMARY AND SECONDARY STRUCTURAL ELEMENTS IN ENGLISH IMPERIAL UNITS ALONG WITH STRUCTURAL DEFLECTIONS THE COMPONENTS ARE ABLE TO ACCOMMODATE. 5.CALCULATIONS SUBMITTED SHALL CLEARLY CROSS REFERENCE THE SHOP DRAWINGS WITH SPECIFIC DETAIL REFERENCES. 6.WHERE NOTED, TYPICAL DETAILS INDICATE GENERAL CRITERIA FOR DESIGN AND DETAILING OF STRUCTURAL STEEL CONNECTIONS. TYPICAL DETAILS ARE NOT INTENDED TO CONVEY COMPLETE CONNECTOR SIZES, PLATE SIZES, WELD SIZES, NUMBER OF BOLTS, OR ANY OTHER SPECIFIC INFORMATION THAT IS OBTAINED THROUGH DESIGNING OF AN INDIVIDUAL CONNECTION FOR A GIVEN SET OF LOADS. SEE DIVISION 5 SPECIFICATIONS. 1.1 CONTRACTOR RESPONSIBILITIES AND COORDINATION 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS FOR SUCCESSFUL COMPLETION OF THIS PROJECT INCLUDING ANY ADDITIONAL LABOR AND MATERIAL NOT SHOWN ON THE DOCUMENTS THAT IS REQUIRED FOR TEMPORARY STABILITY PRIOR TO COMPLETION OF THE STRUCTURE. CONTRACTOR SHALL DESIGN AND PROVIDE SPECIFIED ITEMS LISTED IN GENERAL NOTES SECTION 1.2. 2. THE SPECIFICATIONS AND STRUCTURAL DRAWINGS REPRESENT THE REQUIREMENTS FOR THE COMPLETED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATION OF CONSTRUCTION AS WELL AS SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF ALL TEMPORARY BRACING AND CONSTRUCTION SUPPORTS FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS NECESSARILY STABLE IN THE ABSENCE OF THE CONTRACTOR’S TEMPORARY BRACES AND SUPPORTS. WHERE SPECIFICALLY NOTED, THE DESIGN OF SUCH TEMPORARY BRACING AND CONSTRUCTION SUPPORT SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS, NEW AND EXISTING, BY MEASUREMENTS AND SURVEYS AT THE JOB SITE, PRIOR TO SUBMITTAL OF SHOP DRAWINGS. THE CONTRACTOR SHALL TAKE ANY AND ALL OTHER MEASUREMENTS NECESSARY TO VERIFY CONFORMANCE WITH THE DRAWINGS AND TO PERFORM THE WORK PROPERLY. NOTIFY OWNER'S REPRESENTATIVE, ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK IN THE AREA OF QUESTION. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE STRUCTURAL WORK WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS, AS WELL AS ANY OTHER APPLICABLE TRADES. IN CASE OF CONFLICT BETWEEN STRUCTURAL WORK AND DRAWINGS RELATED TO OTHER TRADES, THE CONTRACTOR SHALL MAKE ALLOWANCES IN THEIR BID FOR THE MORE SEVERE REQUIREMENTS. CONFLICTS BETWEEN THE STRUCTURAL WORK AND THE DRAWINGS OF OTHER TRADES SHALL NOT BE REASON FOR EXTRA COST OR DELAY IN THE EXECUTION OF THE WORK. 6. ALL FIELDWORK SHALL BE COORDINATED AND CONTINUOUSLY SUPERVISED BY THE CONTRACTOR. 7. MATERIALS AND EQUIPMENT SHALL BE STORED AND TRANSPORTED IN A MANNER SO AS NOT TO EXCEED THE ALLOWABLE FLOOR LOADINGS INDICATED IN THE DRAWINGS. 8. THE CONTRACTOR SHALL VERIFY WITH THE GEOTECHNICAL ENGINEER THAT THE PROPOSED CONSTRUCTION PROCEDURES AND SEQUENCES FOLLOW THE RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT. 9. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. 10. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE, ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS, DETAILS, AND SPECIFICATIONS, FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. DO NOT ASSUME THAT EITHER THE DRAWINGS OR SPECIFICATIONS TAKE PRECEDENCE. 11. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY MECHANICAL UNIT SUPPORTED BY THE STRUCTURE, NOT INDICATED ON THE STRUCTURAL DRAWINGS, WITH WEIGHT GREATER THAN 500 LB. 12. SEE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FOOD SERVICE, AND VERTICAL TRANSPORTATION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATING TO THE COORDINATION OF STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO: A. CIVIL • PROJECT DATUM • SITING OF BUILDING GRID LINES WITH RESPECT TO ADJACENT BENCHMARKS SITE PREPARATION • BACKFILLING MATERIALS AND REQUIREMENTS • PAVING AND SITE ELEMENTS OUTSIDE OF THE BUILDING ENVELOPE • TEMPORARY EXCAVATION SUPPORT LOCATION REQUIREMENTS • UNDERSLAB DRAINAGE SYSTEMS AND PERIMETER FOUNDATION DRAINS • NEW AND EXISTING SITE UTILITIES B. ARCHITECTURAL • PLAN DIMENSIONS AND PROJECT DATUM • FINISH FLOOR ELEVATIONS • VAPOR BARRIER WATERPROOFING, DAMP PROOFING, AND INSULATION DETAILS • RAMP GEOMETRY, PITS, SLAB SLOPES, DEPRESSIONS AND RECESSES • EMBEDMENTS, INSERTS, BLOCK OUTS, ETC. • CONCRETE FINISHES AND TOPPING SLABS • CONCRETE CURBS AND HOUSEKEEPING PADS • INTERIOR NON-STRUCTURAL MASONRY PARTITIONS • FIRE RATINGS • METAL PAN STAIRS • OPERABLE PARTITIONS, SUSPENDED TOILET PARTITIONS • HANDRAIL AND GUARDRAIL LOCATIONS • CLADDING ATTACHMENT LOCATIONS C. MECHANICAL, PLUMBING AND FIRE PROTECTION • PIPE AND DUCT SIZES FOR OPENING AND SLEEVE COORDINATION • FLOOR DRAINS, ROOF DRAINS • HOUSEKEEPING PADS FOR EQUIPMENT • EQUIPMENT CURBS D. ELECTRICAL AND TELECOM • CONDUIT PENETRATIONS THROUGH WALLS AND SLABS E. FOOD SERVICE / KITCHEN EQUIPMENT • EXTENT OF RECESSES FOR COOLERS/FREEZERS • EXTENT OF FLOOR TOPPING SLABS FOR COOLERS/FREEZERS F. VERTICAL TRANSPORTATION • INSERTS, HANGERS, TRENCHES, PITS, CONDUITS IN WALLS AND SLABS G. EQUIPMENT SUPPORT, EMBEDMENTS, ANCHOR BOLTS 13. PRINCIPAL OPENING SIZES AND LOCATIONS ARE INDICATED ON THE STRUCTURAL DRAWINGS. ADDITIONAL SMALLER OPENINGS, BLOCK OUTS AND SLEEVES MAY BE REQUIRED BY OTHER TRADES AND SHALL BE CONSTRUCTED USING THE CRITERIA INDICATED IN THE STRUCTURAL DOCUMENTS. IF NO DETAILS ARE APPLICABLE, SUBMIT PROPOSED METHOD TO THE STRUCTURAL ENGINEER FOR APPROVAL. 14. THERE SHALL BE NO VERTICAL OR HORIZONTAL SLEEVES SET, OR HOLES CUT OR DRILLED IN ANY BEAM OR COLUMN UNLESS IT IS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 15. MECHANICAL, ELECTRICAL, AND PLUMBING OPENINGS THROUGH CONCRETE SLABS AND WALLS LARGER THAN 12 INCHES IN DIAMETER OR LENGTH, NOT SHOWN ON THE STRUCTURAL DRAWINGS, MUST BE APPROVED BY THE STRUCTURAL ENGINEER. OPENINGS 12 INCHES IN DIAMETER OR LESS SHALL HAVE AT LEAST 1’-0”CLEAR BETWEEN OPENINGS UNLESS APPROVED BY THE STRUCTURAL ENGINEER. 16. VERIFY DIMENSIONS AND LOCATIONS OF OPENINGS THROUGH CONCRETE SLABS SHOWN ON THE STRUCTURAL DRAWINGS WITH MEP CONTRACTORS. PROVIDE ONE SINGLE PENETRATION SUBMITTAL FOR EACH CONCRETE POUR INCORPORATING ALL TRADES IN ONE SUBMITTAL FOR REVIEW. 17. THE FOLLOWING CONNECTION COMPONENTS, TO BE EMBEDDED IN CONCRETE ARE DETAILED ON THE STRUCTURAL DRAWINGS. CONCRETE CONTRACTOR SHALL COORDINATE THE FURNISHING AND INSTALLATION OF THESE ITEMS WITH THE RESPECTIVE SUBCONTRACTOR. A. EMBEDDED PLATES FOR STRUCTURAL STEEL CONNECTIONS B. EMBEDDED PLATES AND ANGLES FOR METAL STAIR CONNECTIONS C. EMBEDDED PLATES AND ANGLES FOR FAÇADE SUPPORT D. EMBEDDED PLATES FOR VERTICAL TRANSPORTATION COMPONENTS E. EMBEDDED PLATES FOR HANDRAIL ATTACHMENTS F. MALLEABLE IRON WEDGE INSERTS FOR ANCHORAGE OF BRICK RELIEF ANGLES G. ANCHOR RODS FOR STRUCTURAL STEEL. CONCRETE CONTRACTOR SHALL COORDINATE THE FURNISHING AND INSTALLATION OF THESE ITEMS WITH THE RESPECTIVE SUBCONTRACTOR. 18. WELDS OR CONNECTIONS FOR ANCHORING PIPE RAILING TO EMBEDDED PLATES OR STEEL ARE TO BE DESIGNED BY THE PIPE RAILING CONTRACTOR. 19. DO NOT INSTALL HORIZONTAL RUNS OF CONDUIT IN SLABS WITHOUT WRITTEN REVIEW AND ACCEPTANCE FROM THE STRUCTURAL ENGINEER. 20. SPRINKLER AND OTHER MEP SYSTEMS LINE SHALL NOT BE HUNG FROM ROOF DECK WITHOUT CONCRETE SLAB ABOVE. THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:17:54 PMS001 GENERAL NOTESTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONRevision ID Transmittal Set Date Transmittal Set Name