506-17-503 Drawing - Building 32 - Roof Level.pdf

PDF 1 MB Posted Aug 26, 2020

Attached to: Z1DA--506-17-503 Chiller Plant Optimization Federal contract opportunity
Solicitation number: 36C25020B0063
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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Written by GovTribe AI · Dec 28, 2023

This document contains a pre-solicitation notice and related drawings for a construction project. The Department of Veterans Affairs will issue an invitation for bid on or around June 10, 2020 for project number 506-17-503 to optimize operations at the chiller plant in Building 32 of the Ann Arbor VA Medical Center in Ann Arbor, Michigan. The project scope includes rerouting primary and secondary chilled water piping, modifying cooling tower basins and controls, eliminating three-way chilled water valves, adding sensors to the chilled water system, and modifying existing control sequences. The contractor will have 270 days to complete the work. The NAICS code is 238990 and size standard is $16.5 million. The government intends to award a firm fixed-price contract within 120 days of bid receipt. Interested parties should monitor beta.SAM.gov for the solicitation and register their interest. All questions must be submitted in writing to the contracting officer.

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Other files for this federal contract opportunity

Other files attached to Z1DA--506-17-503 Chiller Plant Optimization, newest first.
File	Type	Posted
36C25020B0063 0003.docx	DOCX document	Sep 9, 2020
36C25020B0063 0002.docx	DOCX document	Sep 4, 2020
Covid Instructions.docx	DOCX document	Sep 4, 2020
506-17-503 RFI.docx	DOCX document	Sep 4, 2020
36C25020B0063 0001.docx	DOCX document	Aug 26, 2020
Specification -STRUCTURAL STEEL FRAMING.docx	DOCX document	Aug 26, 2020
Ann Arbor Chiller Plant Optimization - Project RFI Questions r1.pdf	PDF	Aug 26, 2020
506-17-503 Drawing -Building 32 - Pipping Plan.pdf	PDF	Aug 26, 2020
Pre-Bid Attendance.pdf	PDF	Aug 26, 2020
36C25020B0063.docx	DOCX document	Jul 31, 2020
WD MI20200100 rev 7-10-2020.txt	TXT text file	Jul 31, 2020
506-17-503 Contractor EMR Certification Form 2020.docx	DOCX document	Jul 31, 2020
506-17-503 Drawings.pdf	PDF	Jul 31, 2020
506-17-503 - Specifications.pdf	PDF	Jul 31, 2020
506-17-503 PM_Part808.405-6_Atch1_Limiting_Sources_Justification_MPT-SAT - Siemens (003)- CORRECTED.pdf	PDF	Jul 31, 2020
S02 - RFI Form 506-17-503.docx	DOCX document	Jul 31, 2020

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

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BREAK ROOM

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JAN CLOS.

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NEW BEAM, REFER TO PLAN

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AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

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BID DOCUMENTS FOR CONSTRUCTION

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FULLY SPRINKLERED

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CHILLER PLANT OPTIMIZATION

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2215 FULLER ROAD, ANN ARBOR, MI 48105

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VA ANN ARBOR HEALTHCARE SYSTEM

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STRUCTURAL PIPING SUPPORT PLAN BUILDING 32 - ROOF LEVEL

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BUILDING 32 ENERGY CENTER (BOILER AND CHILLER PLANT)

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BUILDING 22

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FULLER COURT

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ROOF FRAMING PIPING PLAN

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AutoCAD SHX Text GENERAL 1. THE DRAWINGS AND SPECIFICATIONS DESCRIBE IN GENERAL THE QUALITY AND CHARACTER OF THE MATERIALS, THE DRAWINGS AND SPECIFICATIONS DESCRIBE IN GENERAL THE QUALITY AND CHARACTER OF THE MATERIALS, SHAPE AND CONFIGURATION OF STRUCTURES AND METHOD OF INSTALLATION. MISCELLANEOUS ITEMS OF WORK, MATERIAL, EQUIPMENT, ETC., NECESSARY TO COMPLETE THE INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR WHETHER OR NOT MENTIONED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 3. ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE AS ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENTS SHALL BE PROVIDED AS THOUGH ON ALL RELATED DOCUMENTS. 4. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE, DETAILS TAKE PRECEDENCE OVER ALL. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE, DETAILS TAKE PRECEDENCE OVER ALL. CONTRACTOR SHALL NOTIFY COR OF CONFLICTS IN WRITING, PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PRECEDING WITH THE CONSTRUCTION. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE GOVERNMENT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 6. CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR REQUIRING DIMENSIONS NOT NOTED SHALL CONTACT THE GOVERNMENT FOR SUCH INFORMATION PRIOR TO PROCEEDING WITH WORK RELATED TO THOSE DIMENSIONS EXCEPT FOR DIMENSIONS OR DETAILS OF EXISTING CONDITIONS WHERE CONTRACTOR SHALL FIELD MEASURE. 7. NO REPRODUCTION OF THE CONSTRUCTION DOCUMENTS ARE ACCEPTABLE FOR USE AS SHOP DRAWINGS. NO REPRODUCTION OF THE CONSTRUCTION DOCUMENTS ARE ACCEPTABLE FOR USE AS SHOP DRAWINGS. 8. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE CAUSED BY THE THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. BARRICADES, SIGNS, LIGHTS, ETC., REQUIRED FOR THE PROTECTION OF PERSONNEL, PROPERTY AND MATERIAL SHALL BE PROVIDED FOR AND MAINTAINED DURING CONSTRUCTION BY THE CONTRACTOR, AND SHALL CONFORM TO ALL GOVERNING CODES, ORDINANCES AND REGULATIONS. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL DUST & DEBRIS AT AND NEAR THE SITE OF WORK AND ALONG APPROACH ROUTES. 9. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND/OR THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND/OR ERECT THE CONSTRUCTION AS REQUIRED TO PROPERLY COMPLETE THE WORK. PRIOR TO BEGINNING THE WORK, CONTRACTOR SHALL RETAIN A STATE LICENSED STRUCTURAL ENGINEER WHO WILL REVIEW DETAILS AND DESIGN ALL NECESSARY SHORING WHEN TEMPORARY FORMWORK, SHORING OR BRACING IS NEEDED FOR CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR ALL MEMBERS AS REQUIRED FOR THE STABILITY OF THE STRUCTURE(S) DURING ALL PHASES OF CONSTRUCTION ADEQUATELY DESIGNED FOR THE IMPOSITION OF ALL LOADS DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY CONDITION THAT MIGHT ENDANGER THE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY CONDITION THAT MIGHT ENDANGER THE STABILITY OF THE STRUCTURE(S) OR CAUSE DISTRESS OF THE STRUCTURE(S). THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR INSPECTION OF THE ELEMENTS DESCRIBED ABOVE, NOR WILL THE DESIGN ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES OR SEQUENCES OF CONSTRUCTION. THE SPECIFICATIONS AND STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS NOTED OTHERWISE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATION OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. 11. THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES, TEMPORARY FACILITIES, AND OTHER THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES, TEMPORARY FACILITIES, AND OTHER SERVICES AS NECESSARY FOR PROPER EXECUTION OF THE WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF THESE ELEMENTS DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE COR FOR DESIGNATION OF THE MATERIAL STORAGE AREA AT THE JOB SITE. 12. CONTRACTOR SHALL FIELD INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS, ELEVATIONS AND CONTRACTOR SHALL FIELD INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS, ELEVATIONS AND DIMENSIONS OF THE PROJECT, AS SHOWN ON OR REFERENCED ON THE DRAWINGS AND ADDITIONALLY AS NECESSARY TO COMPLETE ALL THE WORK, AND NOTIFY THE GOVERNMENT ABOUT ANY CONDITION REQUIRING MODIFICATION OR CHANGE PRIOR TO BIDDING. EXAMINE THE DRAWINGS AND SPECIFICATIONS AND CLEARLY UNDERSTAND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED PRIOR TO BIDDING. 13. ENTERING INTO AN AGREEMENT WITH THE GOVERNMENT INDICATES THAT THE CONTRACTOR HAS VISITED THE ENTERING INTO AN AGREEMENT WITH THE GOVERNMENT INDICATES THAT THE CONTRACTOR HAS VISITED THE SITE, FAMILIARIZED HIMSELF OR HERSELF WITH EXISTING CONDITIONS, AND REVIEWED SAME WITH REQUIREMENTS OF CONTRACT DOCUMENTS. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR ANY EXTRA COST DUE THE CONTRACTOR'S FAILURE TO INFORM THE GOVERNMENT OF DISCREPANCIES IN TIME TO ISSUE CORRECTIVE ADDENDA PRIOR TO BIDDING. THE CONTRACT DOCUMENTS ILLUSTRATE THE INTENT OF THE WORK TO BE PERFORMED. 14. THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING PRACTICES AT THE JOB SITE. EXCESS BUILDING THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING PRACTICES AT THE JOB SITE. EXCESS BUILDING MATERIALS AND DEBRIS SHALL BE REMOVED PROMPTLY FROM THE JOB SITE AND DISPOSED OF AT AN APPROVED DUMPSITE. THE JOB SITE SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORKDAY. BEFORE ACCEPTANCE BY THE GOVERNMENT, THE COMPLETED CONSTRUCTION SHALL BE CLEARED, ANY APPLICABLE LABELS REMOVED, AND ALL OTHER TOUCH UP WORK COMPLETED. 15. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE, UNTIL FINAL ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE, UNTIL FINAL ACCEPTANCE BY THE GOVERNMENT. 16. ANY AND ALL REVISIONS SHALL BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND AUTHORIZED BY ANY AND ALL REVISIONS SHALL BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND AUTHORIZED BY THE GOVERNMENT BEFORE BEGINNING WORK. 17. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES, AND SHALL NOTIFY ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS, AS REQUIRED. 18. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, EXCEPT WHERE NOTED OTHERWISE, TYPICALLY INDICATED AS "BY OTHERS" OR "NOT IN CONTRACT", SUCH WORK BEING SHOWN FOR COORDINATION PURPOSES. 19. THE CONTRACTOR SHOULD NOTE THAT ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN THE CONTRACTOR SHOULD NOTE THAT ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN WHERE PERTINENT TO THE LOCATIONS OF SUPPORT FRAMING MODIFICATION OR ADDITION. DRAWINGS SHALL BE USED FOR LAYOUT RELATIVE TO THE EXISTING STRUCTURE, HOWEVER FIELD VERIFICATION OF FRAMING LOCATIONS IS REQUIRED BEFORE INSTALLATION OF ANY NEW FRAMING. 20. THE CONTRACTOR SHOULD VERIFY EXACT LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS WHERE THE CONTRACTOR SHOULD VERIFY EXACT LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS WHERE NOT SPECIFICALLY NOTED ON THIS SHEET, EXISTING BUILDING INFORMATION SHOWN IS FOR REFERENCE ONLY AND ALL INFORMATION SHALL BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION.

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21. THE CONTRACTOR SHOULD VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL THE CONTRACTOR SHOULD VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD OBSERVATIONS AND AS-BUILT DRAWINGS, WHICH MAY OR MAY NOT REFLECT ACTUAL CURRENT AS-BUILT CONDITIONS OR DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE COR TO DETERMINE WHAT SHOULD BE DONE TO MATCH OR ACCOMMODATE EXISTING CONDITIONS AS REQUIRED. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. REFER TO GENERAL NOTES AND SPECIFICATIONS. 22. REFERENCE AND COMPLY WITH ASCE 7-10 (CHAPTER 13), SEISMIC RESTRAINT OF NONSTRUCTURAL REFERENCE AND COMPLY WITH ASCE 7-10 (CHAPTER 13), SEISMIC RESTRAINT OF NONSTRUCTURAL COMPONENTS. 23. SUSPENDED PIPING AND CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSE SHOWN IN SUSPENDED PIPING AND CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSE SHOWN IN THE DRAWINGS, SPECIFICATIONS OR ACCORDING TO THE GOVERNING CODES OVER SUCH WORK. 24. UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK WILL BE PERFORMED ON UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK WILL BE PERFORMED ON "OFF-HOURS" TIME TO AVOID UTILITY SERVICE INTERRUPTIONS TO FACILITY OPERATIONS IN THE VICINITY OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INTERRUPTIONS WITH THE COR TO OBTAIN APPROVAL FOR DISRUPTION TIMES AND DURATIONS. 25. THE LAYOUT OF ALL ELEMENTS OF CONSTRUCTION AS SHOWN ON THE DRAWINGS IS GENERALLY DIAGRAMMATIC THE LAYOUT OF ALL ELEMENTS OF CONSTRUCTION AS SHOWN ON THE DRAWINGS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT LOCATIONS OF ALL WORK AND COORDINATION BETWEEN TRADES. USE ONLY DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS OR USE ANY DIMENSIONS TAKEN FROM ELECTRONIC DRAWING FILES. ASSUME EQUAL SPACING IF NOT INDICATED ON DRAWINGS. 26. WHERE DIMENSIONS AND DETAILS OF SPECIFIC INSTALLATION AND OPERATING INSTRUCTIONS OF EQUIPMENT WHERE DIMENSIONS AND DETAILS OF SPECIFIC INSTALLATION AND OPERATING INSTRUCTIONS OF EQUIPMENT ARE NOT PROVIDED IN THE DRAWINGS OR SPECIFICATIONS, PERFORM THE WORK ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION ADJUSTMENTS TO PROPERLY INSTALL ALL EQUIPMENT. FULLY COORDINATE AND INSTALL ALL EQUIPMENT COMPONENTS IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS. 27. OBSTRUCTIONS AND UNDERGROUND CONDITIONS, EXISTING FOUNDATIONS, UTILITIES, ETC. INDICATED ARE FOR OBSTRUCTIONS AND UNDERGROUND CONDITIONS, EXISTING FOUNDATIONS, UTILITIES, ETC. INDICATED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH OF ALL OBSTRUCTIONS WITH THE APPROPRIATE AGENCY. 28. CONTRACTOR SHALL PROVIDE BARRICADES TO PROTECT THE GENERAL PUBLIC AND TO PREVENT CONTRACTOR SHALL PROVIDE BARRICADES TO PROTECT THE GENERAL PUBLIC AND TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL TIMES. 29. REFERENCE VA SEISMIC DESIGN REQUIREMENTS, H-18-8, OCTOBER 2016 FOR ADDITIONAL REQUIREMENTS REFERENCE VA SEISMIC DESIGN REQUIREMENTS, H-18-8, OCTOBER 2016 FOR ADDITIONAL REQUIREMENTS FOR SEISMIC BRACING OF NON STRUCTURAL BUILDING COMPONENTS AND EQUIPMENT. 30. REFERENCE NATIONAL UNIFORM SEISMIC INSTALLATION GUIDELINES (NUSIA) FOR ADDITIONAL INFORMATION AND REFERENCE NATIONAL UNIFORM SEISMIC INSTALLATION GUIDELINES (NUSIA) FOR ADDITIONAL INFORMATION AND DETAILING OF SEISMIC BRACING OF NON STRUCTURAL COMPONENTS AND EQUIPMENT. 31. SUPPORT AND BRACE MECHANICAL DUCTWORK AND PIPING, CONDUITS AND CABLE TRAYS, TELECOMMUNICATION SUPPORT AND BRACE MECHANICAL DUCTWORK AND PIPING, CONDUITS AND CABLE TRAYS, TELECOMMUNICATION WIRES AND CABLE TRAYS TO RESIST DIRECTIONAL FORCES (LATERAL, LONGITUDINAL AND VERTICAL.) 32. PROVIDE SUPPORTS AND ANCHORING SO THAT, UPON APPLICATION OF SEISMIC FORCES, PIPING REMAINS PROVIDE SUPPORTS AND ANCHORING SO THAT, UPON APPLICATION OF SEISMIC FORCES, PIPING REMAINS FULLY CONNECTED AS OPERABLE SYSTEMS, WHICH WILL NOT DISPLACE SUFFICIENTLY TO DAMAGE ADJACENT OR CONNECTING EQUIPMENT OF BUILDING MEMBERS. 33. "TYPICAL" OR "TYP." MEANS THAT THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS "TYPICAL" OR "TYP." MEANS THAT THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. "ALIGN" AS USED IN THESE DOCUMENTS MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 34. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCED STANDARDS, BY "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCED STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTED CONSTRUCTION PRACTICE OR BY THE CONTRACT DOCUMENTS. 35. NON-STRUCTURAL BUILDING COMPONENTS ARE COMPONENTS OR SYSTEMS THAT ARE NOT PART OF THE NON-STRUCTURAL BUILDING COMPONENTS ARE COMPONENTS OR SYSTEMS THAT ARE NOT PART OF THE BUILDING'S STRUCTURAL SYSTEM WHETHER INSIDE OR OUTSIDE, ABOVE OR BELOW GRADE. NON-STRUCTURAL COMPONENTS OF BUILDINGS INCLUDE; SUSPENDED CEILING; BRACING AT TOP OF WALLS THAT DO NOW FULLY EXTEND FROM FLOW TO STRUCTURE ABOVE; POWER AND LIGHTING SYSTEMS; PANELS; FIRE PROTECTION AND ALARM SYSTEMS; TELEPHONE AND COMMUNICATION SYSTEMS; HEATING, VENTILATION, AND AIR-CONDITIONING SYSTEMS; ROOF DRAINAGE PIPING; MEDICAL GAS PIPING; SPRINKLER SYSTEMS; MEDICAL EQUIPMENT AND OTHER EQUIPMENT EXCEEDING WEIGHT LIMITATIONS AS SPECIFIED AND DETAILED. 36. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR OTHER SUPPORTS CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR OTHER SUPPORTS FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRING SAME. 37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR PROPER THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR PROPER INSTALLATION OF MATERIAL AND EQUIPMENT. PROVIDE DEMOLITION AND PATCH/REPAIR IN ALL AREAS (WHETHER SPECIFICALLY SHOWN OR NOT) TO ACCOMMODATE ALL WORK INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION. 38. CONTRACTOR SHALL PROTECT, PATCH AND REFINISH TO MATCH EXISTING AREAS TO REMAIN AND AREAS CONTRACTOR SHALL PROTECT, PATCH AND REFINISH TO MATCH EXISTING AREAS TO REMAIN AND AREAS DISTURBED BY NEW CONSTRUCTION, U.O.N. 39. PROTECT EXISTING PIPE(S) FROM DAMAGE AND MAINTAIN OPERATIONAL DURING CONSTRUCTION. PROVIDE PIPE PROTECT EXISTING PIPE(S) FROM DAMAGE AND MAINTAIN OPERATIONAL DURING CONSTRUCTION. PROVIDE PIPE SLEEVE(S) FOR EXISTING PIPE(S) THAT PENETRATE NEW CONCRETE WALLS. PIPE SLEEVES SHALL PROVIDE A MINIMUM OF 2" CLEARANCE BETWEEN SLEEVE AND PIPE. THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. RE: MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENING LOCATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 40. DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT, THE DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT, THE CONTRACTOR SHALL PROVIDE ADEQUATE FIRE PROTECTION TO THE EXISTING STRUCTURE AND CONTENTS. AS A MINIMUM: A. REMOVE COMBUSTIBLE MATERIALS FROM AREAS OF WELDING AND SPARKS. REMOVE COMBUSTIBLE MATERIALS FROM AREAS OF WELDING AND SPARKS. B. PROVIDE FIRE PROOF BLANKETS AND SHIELDS TO CONTAIN SPARKS WHERE COMBUSTIBLE MATERIALS PROVIDE FIRE PROOF BLANKETS AND SHIELDS TO CONTAIN SPARKS WHERE COMBUSTIBLE MATERIALS CANNOT BE REMOVED. C. PROVIDE A FIRE SAFETY OBSERVER WITH A FIRE EXTINGUISHER ON BOTH THE ROOF AND BELOW THE PROVIDE A FIRE SAFETY OBSERVER WITH A FIRE EXTINGUISHER ON BOTH THE ROOF AND BELOW THE ROOF DURING WELDING NEAR THE ROOF STRUCTURE.

AutoCAD SHX Text STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: TYPE YIELD ASTM SPEC. YIELD ASTM SPEC. ASTM SPEC. A. W, WT SHAPES: 50 KSI A992 W, WT SHAPES: 50 KSI A992 50 KSI A992 A992 2. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE 70KSI LOW HYDROGEN SERIES. 3. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. ALL CONNECTIONS NOT FULLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED AND DETAILED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED, EMPLOYED OR RETAINED BY THE STEEL FABRICATOR. THE DESIGN AND DETAILING SHALL COMPLY WITH ALL APPLICABLE CODES AND SPECIFICATION SECTIONS. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING THE COSTS FOR ALL MISCELLANEOUS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING THE COSTS FOR ALL MISCELLANEOUS STEEL IN THEIR BID, REGARDLESS OF WHETHER THOSE ITEMS ARE INDICATED ON THE STRUCTURAL DRAWINGS. THESE COSTS SHALL INCLUDE, BUT NOT LIMITED TO, MISCELLANEOUS STEEL ITEMS SHOWN ON ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 5. CONNECTING PLATES, BASE PLATES, STIFFENERS, DOUBLER PLATES, CONTINUITY PLATES, SHEAR TABS, ETC., TO BE SAME CONNECTING PLATES, BASE PLATES, STIFFENERS, DOUBLER PLATES, CONTINUITY PLATES, SHEAR TABS, ETC., TO BE SAME GRADE AS HIGHEST GRADE MEMBER AT CONNECTION, EXCEPT WHERE NOTED OTHERWISE. 6. ALL STEEL FABRICATION AND DETAILS TO COMPLY WITH MOST STRINGENT OF AISC CODE, THE AWS CODE, THE ALL STEEL FABRICATION AND DETAILS TO COMPLY WITH MOST STRINGENT OF AISC CODE, THE AWS CODE, THE REFERENCED CODES AND STANDARDS, AND CONTRACT DOCUMENTS. 7. ALL WELDS SHALL BE E700X UNLESS NOTED OTHERWISE. ALL WELDS SHALL BE E700X UNLESS NOTED OTHERWISE. 8. INSPECTIONS AND ACCEPTANCE OF ALL WELDS, INCLUDING ALL PENETRATION WELDS, IS PER THE MOST STRINGENT OF INSPECTIONS AND ACCEPTANCE OF ALL WELDS, INCLUDING ALL PENETRATION WELDS, IS PER THE MOST STRINGENT OF THE CODE, AWS REQUIREMENTS, AND CONTRACT DOCUMENTS. 9. ALL WELDING TO BE BY CERTIFIED WELDERS AND SHALL CONFORM TO ALL CODE AND AWS REQUIREMENTS. ALL WELDING TO BE BY CERTIFIED WELDERS AND SHALL CONFORM TO ALL CODE AND AWS REQUIREMENTS. 10. ALL STEEL WITH YIELD STRENGTHS OF 36000 PSI OR GREATER SHALL BE IDENTIFIED BY THE MILL AND FABRICATION IN ALL STEEL WITH YIELD STRENGTHS OF 36000 PSI OR GREATER SHALL BE IDENTIFIED BY THE MILL AND FABRICATION IN ACCORDANCE WITH THE DESIGN CODE.

AutoCAD SHX Text SPECIAL INSPECTIONS 1. PROVIDE SPECIAL INSPECTIONS PER SECTION 1705 OF THE 2015 IBC. PROVIDE SPECIAL INSPECTIONS PER SECTION 1705 OF THE 2015 IBC. 2. THE CONTRACTOR SHALL EMPLOY OF QUALIFIED PERSONNEL TO PERFORM, AT A MINIMUM, THE THE CONTRACTOR SHALL EMPLOY OF QUALIFIED PERSONNEL TO PERFORM, AT A MINIMUM, THE SPECIAL INSPECTIONS INDICATED AND REPORT THE FINDINGS TO THE ENGINEER AND COR. 3. THE APPROVED INDEPENDENT TESTING AGENCY'S INDIVIDUAL SPECIAL INSPECTOR SHALL DEMONSTRATE THE APPROVED INDEPENDENT TESTING AGENCY'S INDIVIDUAL SPECIAL INSPECTOR SHALL DEMONSTRATE COMPETENCE FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 4. THE SPECIAL INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF THE THE SPECIAL INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR AND NOTE ALL SUCH ITEMS IN THE REPORTS. ANY UNRESOLVED ISSUE ABOUT ITEMS TO BE COVERED BY THE WORK SHALL BE BROUGHT TO THE COR'S ATTENTION IMMEDIATELY. 5. THE SPECIAL INSPECTOR SHALL FURNISH REPORTS, TESTS, AND INSPECTIONS DIRECTLY TO THE COR. THE SPECIAL INSPECTOR SHALL FURNISH REPORTS, TESTS, AND INSPECTIONS DIRECTLY TO THE COR. 6. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 7. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTION AGENCY REGARDING THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTION AGENCY REGARDING INDIVIDUAL INSPECTIONS FOR ITEMS LISTED ON THE SCHEDULE AND AS NOTED ON THE BUILDING DEPARTMENT APPROVED PLANS. ADEQUATE NOTICE AND ACCESS TO APPROVED PLANS SHALL BE PROVIDED SO THAT THE SPECIAL INSPECTOR HAS TIME TO BECOME FAMILIAR WITH THE PROJECT. 8. ADDITIONAL SPECIAL INSPECTIONS PER THE IBC 2015 MAY BE REQUIRED AND SHALL BE OUTLINED ADDITIONAL SPECIAL INSPECTIONS PER THE IBC 2015 MAY BE REQUIRED AND SHALL BE OUTLINED AND PRESENTED TO THE COR PRIOR TO START OF WORK FOR ACCEPTANCE. THIS DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR SECTION 1705 OF THE 2015 IBC. 9. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 48 HOURS IN ADVANCE OF ALL THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 48 HOURS IN ADVANCE OF ALL INSPECTIONS.

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UBC 1991 150 PSF 10 PSF 21 PSF

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1. CODE (ASSUMED) CODE (ASSUMED) 2. UPPER LEVEL MEZZANINE FLOOR LIVE LOADS UPPER LEVEL MEZZANINE FLOOR LIVE LOADS 3. SUPERIMPOSED DEAD LOADS (GENERAL, NOT INCL. HANGER LOADS) SUPERIMPOSED DEAD LOADS (GENERAL, NOT INCL. HANGER LOADS) 4. ROOF SNOW LOADROOF SNOW LOAD

AutoCAD SHX Text IBC 2015 100 PSF 0.094 0.048 0.100 0.076 1.5 C D BUILDING FRAME SYSTEM ORDINARY CONCRETE REINFORCED MOMENT FRAMES 2.75 2 3.25 0.055W (0.038W ASD)

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1. BUILDING CODE BUILDING CODE 2. LIVE LOADS LIVE LOADS OCCUPIED FLOORS (INCLUDES PARTITION ALLOWANCE) OCCUPIED FLOORS (INCLUDES PARTITION ALLOWANCE) 3. EARTHQUAKE LOADS EARTHQUAKE LOADS A. MAPPED SPECTRAL RESPONSE ACCELERATION A. MAPPED SPECTRAL RESPONSE ACCELERATION MAPPED SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SS B. MAPPED SPECTRAL RESPONSE ACCELERATION B. MAPPED SPECTRAL RESPONSE ACCELERATION MAPPED SPECTRAL RESPONSE ACCELERATION (1-SEC. PERIOD), S1 C. DESIGN SPECTRAL RESPONSE ACCELERATION C. DESIGN SPECTRAL RESPONSE ACCELERATION DESIGN SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SDS D. DESIGN SPECTRAL RESPONSE ACCELERATION D. DESIGN SPECTRAL RESPONSE ACCELERATION DESIGN SPECTRAL RESPONSE ACCELERATION (1-SEC. PERIOD), SD1 E. IMPORTANCE FACTOR, I E. IMPORTANCE FACTOR, I IMPORTANCE FACTOR, I F. SEISMIC DESIGN CATEGORY F. SEISMIC DESIGN CATEGORY SEISMIC DESIGN CATEGORY G. SITE CLASS (ASSUMED) G. SITE CLASS (ASSUMED) SITE CLASS (ASSUMED) H. BASIC STRUCTURAL SYSTEM H. BASIC STRUCTURAL SYSTEM BASIC STRUCTURAL SYSTEM I. BASIC SEISMIC FORCE RESISTING SYSTEM I. BASIC SEISMIC FORCE RESISTING SYSTEM BASIC SEISMIC FORCE RESISTING SYSTEM J. RESPONSE MODIFICATION COEFFICIENT, R J. RESPONSE MODIFICATION COEFFICIENT, R RESPONSE MODIFICATION COEFFICIENT, R K. DEFLECTION AMPLIFICATION FACTOR, Cd K. DEFLECTION AMPLIFICATION FACTOR, Cd DEFLECTION AMPLIFICATION FACTOR, Cd L. SYSTEM OVERSTRENGTH FACTOR L. SYSTEM OVERSTRENGTH FACTOR SYSTEM OVERSTRENGTH FACTOR M. SEISMIC RESPONSE COEFFICIENT, Cs SEISMIC RESPONSE COEFFICIENT, Cs

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EXISTING (STEEL) BUILDING DESIGN LOADS

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BUILDING DESIGN LOADS USED FOR MODIFICATIONS

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AutoCAD SHX Text GENERAL NOTES A. ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN WHERE PERTINENT TO THE LOCATIONS OF SUPPORT FRAMING MODIFICATION ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN WHERE PERTINENT TO THE LOCATIONS OF SUPPORT FRAMING MODIFICATION OR ADDITION. DRAWINGS SHALL BE USED FOR LAYOUT RELATIVE TO THE EXISTING STRUCTURE, HOWEVER FIELD VERIFICATION OF FRAMING LOCATIONS IS REQUIRED BEFORE INSTALLATION OF ANY NEW FRAMING. B. VERIFY EXACT LOCATIONS AND DIMENSIONS WITH DRAWINGS WHERE NOT SPECIFICALLY NOTED ON THIS SHEET, EXISTING BUILDING INFORMATION VERIFY EXACT LOCATIONS AND DIMENSIONS WITH DRAWINGS WHERE NOT SPECIFICALLY NOTED ON THIS SHEET, EXISTING BUILDING INFORMATION SHOWN IS FOR REFERENCE ONLY AND ALL INFORMATION SHALL BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION. C. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. EXISTING PORTION OF PLANS ARE FROM LIMITED FIELD OBSERVATIONS AND AS-BUILT DRAWINGS, WHICH MAY OR MAY NOT REFLECT ACTUAL CURRENT AS-BUILT CONDITIONS OR DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE COR TO DETERMINE WHAT SHOULD BE DONE TO MATCH OR ACCOMMODATE EXISTING CONDITIONS AS REQUIRED. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. REFER TO GENERAL NOTES AND SPECIFICATIONS. D. FOR 24" PIPE SIZE WITH MAXIMUM HANGER SPACING OF 8', USE 1" MINIMUM DIAMETER THREADED HANGER ROD AND CLAMPS/CRADLES WITH FOR 24" PIPE SIZE WITH MAXIMUM HANGER SPACING OF 8', USE 1" MINIMUM DIAMETER THREADED HANGER ROD AND CLAMPS/CRADLES WITH MINIMUM ALLOWABLE TENSION = 4900LBS. FOR 12" PIPE SIZE WITH MAXIMUM HANGER SPACING OF 16', USE 3/4" MINIMUM DIAMETER THREADED HANGER ROD AND CLAMPS/CRADLES WITH MINIMUM ALLOWABLE TENSION = 2700LBS.

AutoCAD SHX Text KEY NOTES 1. EXISTING INTERMEDIATE HANGER SUPPORT BEAM TO BE REMOVED, DO NOT DAMAGE EXISTING W30 BEAMS DURING REMOVAL. CONTRACTOR EXISTING INTERMEDIATE HANGER SUPPORT BEAM TO BE REMOVED, DO NOT DAMAGE EXISTING W30 BEAMS DURING REMOVAL. CONTRACTOR OPTION TO LEAVE EXISTING BEAM TO REMAIN. 2. NEW INTERMEDIATE HANGER SUPPORT BEAM. REFER TO DETAIL E8 FOR CONNECTION TO EXISTING. LAYOUT IS SUBJECT TO ADJUSTMENT AS NEW INTERMEDIATE HANGER SUPPORT BEAM. REFER TO DETAIL E8 FOR CONNECTION TO EXISTING. LAYOUT IS SUBJECT TO ADJUSTMENT AS REQUIRED TO ALLOW PROPER INSTALLATION OF BEAM AND HANGER WITHOUT INTERFERING WITH EXISTING STRUCTURE, HANGERS OR MEP INSTALLATIONS ALREADY IN PLACE. CONTRACTOR SHALL NOT RELOCATE EXISTING ITEMS NOT SHOWN TO BE RELOCATED WITHOUT CONTACTING COR TO DETERMINE NECESSARY ADJUSTMENTS TO LAYOUT TO ACCOMMODATE INTENT OF DRAWINGS. DO NOT EXCEED 8' MAXIMUM SPACING FOR 24" PIPE. DO NOT EXCEED 16' MAXIMUM SPACING FOR 12" PIPE. THESE MAXIMUM SPACING VALUES ARE TO LIMIT HANGER LOAD VALUES AND ARE MORE RESTRICITIVE THAN ALLOWABLE PIPE SPAN VALUES PER PIPE SPAN STRENGTH. 3. EXISTING HANGER LOCATIONS, W8 CROSS BEAMS NOT SHOWN FOR CLARITY, TYP. EXISTING HANGER LOCATIONS, W8 CROSS BEAMS NOT SHOWN FOR CLARITY, TYP. 4. EXISTING PIPING TO BE REMOVED, REFER TO MECHANICAL DRAWINGS. EXISTING PIPING TO BE REMOVED, REFER TO MECHANICAL DRAWINGS. 5. NEW PIPING TO BE INSTALLED, REFER TO MECHANICAL DRAWINGS.NEW PIPING TO BE INSTALLED, REFER TO MECHANICAL DRAWINGS.

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File details come from the government source that posted it. Updated Aug 26, 2020.