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VI (B) Discussion/ Action re: Work Order #9 with Gee & Jenson in the amount of $10,400 for Phase 1 of a Maintenance Facility at Wastewater Treatment Plant
Agenda 8-5-97 • • Item VIB Po a \ .......�+ O 4:0 0 OF c000 JAMES W. SHIRA,P.E. CITY ENGINEER/UTILITIES DIRECTOR 150 N.LAKESHORE DRIVE•OCOEE,FLORIDA 34761 PHONE(407)656-2322 EXT.142•FAX(407)656-7835 MEMORANDUM DATE: July 21, 1997 TO: The Honorable Mayor and Board of City Commissioners FROM: James W. Shira, P.E. City Engineer/Utilities Director SUBJECT: Maintenance Facility at Wastewater Treatment Plant In the 1997 Utility System Bond Issue, one of the proposed projects is a maintenance facility to be constructed at the wastewater treatment plant. This facility is to provide office, storage and maintenance areas for the utility department. The office area in the existing building at the wastewater plant is the same as when the utility was acquired from Prima Vista, yet the utility staff has tripled. The proposed new building will contain additional office space and will also provide covered storage for the expensive rolling stock now owned by the utility. We will have an area under roof for storage of PVC pipe and fittings as well as storage of smaller parts and equipment. The maintenance area will contain space for minor repair work on equipment, a welding area and a meter repair area. Since this will be a major building addition for this utility, we want to make sure we include all of the uses we need now or may need in the future. Not being experts in interior space design, we thought it best to work with someone who can develop a comprehensive plan for this building. The attached letter from Mr. Paul Herwig dated July 15, 1997 describes the series of work orders that will be required. These work orders will result in a design criteria package that will be used as a basis for design by a building contractor. Attached for your consideration and action is a proposal from Gee & Jenson for the first work order, titled Work Order#9. This work order will result in the development of a conceptual floor plan, a project budget and schedule, a conceptual site plan and an evaluation of existing and required mechanical, electrical and plumbing system. The proposed fee for this work order is $10,400. The total estimated fee for work orders 9 through 13 is $48,200. I recommend that the City Commission authorize the Mayor and City Clerk to execute Work Order#9 with Gee & Jenson in the amount of$10,400. THE PRIDE OF WEST ORANGE "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER S.SCOTT VANDERGRIFT Ocoee COMMISSIONERS o\ ,,,, 11140 o CITY OF O C O E E RS DANNY HOWRS 1 • 150 N. LAKESHORE DRIVE SCOTT ANDERSON OCOEE,FLORIDA 34761-2258 SCOTT A.GLASS O NANCY J.PARKER n� �\'� (407)656-2322 CITY MANAGER 4'9 Op G `> ELLIS SHAPIRO MEMORANDUM DATE: July 17, 1997 TO: Ellis Shapiro, City Mana.er FROM: James W. Shira, P.E. City Engineer/Utilit6. I rector SUBJECT: Office/Storage Building at WWTP I have received a proposal from Gee & Jenson for the first of several work orders required to develop a set of design criteria for this project. The first work order is for the Programming/Site Evaluation phase and their proposed fee for this work is $10,400. I asked them to provide a breakdown of their estimated fees (attached) for the remaining work orders to get an idea of the total cost for their services. Along with the proposed fee of$10,400 for work order number 9, the breakdown shows the estimated fees for work orders 10 through 13 totaling $37,800, for a total estimated fee of $48,200 to develop a design criteria package and provide bid evaluation and construction document review services. The fees for future work orders 10 through 13 will be finalized as each work order is negotiated, and I expect that the final total fee will be less than $48,200. Since this will be the limit of our expansion of this facility for several years, I think we would be prudent to have a well conceived plan and I believe this firm will provide us with that. If you have no objection to this, I'd like to put Work order# 9 on the first August agenda for City Commission action. Please advise. Pki S14146 ) C:ALL_DATA/WORD/jws97/memo/Es_WWTPbuilding.doc • Cam � I ) 1 7 J,519� GEE &JENSON Engineers•Architects•Planners,Inc. SINCE 1951 2701 Maitland Center Parkway,Suite 150 Maitland,FL 32751 Telephone(407)660-1660 Fax(407)660-2852 July 15, 1997 Jim Shira /z7) ©> nnn City of Ocoee !1 ""l 150 Lakeshore Drive Ocoee, Florida 34761-2258 6+ Re: Improvements to the A.D. Mims Road 'T Ocoee Wastewater Treatment Plant Dear Mr. Sh;ra: This letter is being written in response to your request for an overview regarding total compensation for Work Order#9. The following is based on the estimated hours listed on the "Professional Services Schedule", dated 6/30/97: PROFESSIONAL EST. AVG. EST. SERVICE HOURS RATE COMP. Work Order#9- Programming/Site Evaluation 160 $65/HR $10,400.00 Develop Building Program Develop Conceptual Floor Plan Project Schedule &Construction Budget Preliminary Building/Site Code Review Preliminary Site Evaluation/Conceptual Site Plan Evaluation of Existing Operations& Maintenance Building: ADA, Roofing & Mechanical/Electrical Systems Work Order#10-Schematic Design 160 $65/HR $10,400.00 Demolition Plan Schematic Site Plan Schematic Floor Plan/Elevations/Building Section Statement of Probable Cost& Project Schedule Work Order#10a—Subsurface Soils Allowance $2,000.00 Explorations Work Order#10b-Survey_ Allowance $2,000.00 Work Order#11 - Design Criteria Package 240 $65/HR $15,600.00 Performance-Oriented Architectural Drawings: Site Plan, Floor Plan, Roof Plan, Ceiling Plan, Finish & Door Schedules, Building Elevations& Building Section Architectural/Engineering Performance Technical Specification Work Order#12- Bidding/Contract Negot. 60 $65/HR $3,900.00 Prepare Addenda Attend Pre-bid Meeting Attend Bid Opening Evaluation of bids submitted by the design-build firms Work Order#13—Construction Document Review 60 $65/HR $3,900.00 Peer review of signed/sealed Construction Documents prepared by design-build firm Total 680 48,200.00 Engineering B EB 0002934•Architecture N AA C000656•Landscape Architecture*LC CO0OO5O•Land Surveying•LB 0002934 Jim Shira/City of Ocoee July 15, 1997 Page-2 Reimbursable costs for Reprographics are in addition to Professional Services, and are estimated at approximately $6,000.00. Hopefully, this compensation breakdown satisfies your request and gives you sufficient information. Please call if I can be of further assistance. Thank you. Sincerely, Paul M. Herwig, R.A. Manager of Architectural S- - PMH/mmc \\herwig\shira letter 0715097.doc ^ 2701 Maitland Center Parkway,Suite 150•Maitland,FL 32751 •Telephone(407)660-1660•Fax(407)660-2852 Engineering B EB 0002934•Architecture*AA C000656•Landscape Architecture B LC C000050•Land Surveying p LB 0002934 'I GEE &JENSON Engineers•Architects•Planners,Inc. SINCE 1951 2701 Maitland Center Parkway,Suite 150 Maitland,FL 32751 Telephone(407)660-1660 June 30, 1997 Fax(407)660-2852 City of Ocoee JUL - 2 150 North Lakeshore Drive I J Ocoee,Florida 34761-2258 I Attn: Mr. Jim Shira Re: Improvement to the A.D. Mims Road Ocoee Wastewater Treatment Plant Dear Mr. Shira: Per your request, we are pleased to submit the attached Work Order #9 and Schedule related to Programming/Site Evaluation Services for the A.D.Mims Road Ocoee Wastewater Treatment Plant. We understand from our June 18, 1997 meeting with you that an "L" shaped continuous facility incorporating the existing operations/maintenance office, an office addition and vehicle storage is desirable. We also understand that additional parking, improved vehicular circulation and a perimeter landscape buffer will be required. We appreciate the opportunity to present these proposals to you. Gee & Jenson is available to begin Work Order#9 immediately. If you have any questions regarding this work order, please do not hesitate to give us a call. Sincerely, aul M. Herwig, R.A. Manager of Architectural Services PMH/cc Ilherw,glshira.19-.063097 doc Engineering M EB 0002934•Architecture M AA C000656•Landscape Architecture•LC C0 3050•Land Surveying N LB 0002934 GEE &JENSON Engineers•Architects•Planners,Inc. SINCE 1951 2701 Maitland Center Parkway,Suite 150 Maitland,FL 32751 Telephone(407)660-1660 IMPROVEMENTS TO THE A.D. MIMS ROAD Fax(407)660-2852 OCOEE WASTEWATER TREATMENT PLANT PROFESSIONAL SERVICES SCHEDULE 6/30/97 PROFESSIONAL WEEKS ESTIMATED NUMBER OF SERVICE SCHEDULED HOURS MEETINGS Work Order#9-Programming/Site Evaluation 6 160 Design Criteria Professional/ Develop Building Program Owner Meetings: 2 Develop Conceptual Floor Plan Project Schedule&Construction Budget Preliminary Building/Site Code Review Preliminary Site Evaluation/Conceptual Site Plan Evaluation of Existing Operations& Maintenance Building: ADA, Roofing &Mechanical/Electrical Systems Work Order#10-Schematic Design 4 160 Design Criteria Professional/ Owner Meetings: 1 City Commission Presentation —1 - Schematic Site Plan Schematic Floor Plan/Elevations/Building Section Statement of Probable Cost& Project Schedule Work Order#10a—Subsurface Soils Explorations 6 Work Order#11 - Design Criteria Package 6 240 Design Criteria Professional/ Owner Meetings: 1 City Commission Presentations: 1 Performance-Oriented Architectural Drawings: Site Plan, Floor Plan, Roof Plan, Ceiling Plan, Finish & Door Schedules, Building Elevations& Building Section Architectural/Engineering Performance Technical Specification Work Order#12- Bidding/Contract Negot. 8 60 Bid & Prebid Meetings: 2 Prepare Addenda Attend Pre-bid Meeting Attend Bid Opening Evaluation of bids submitted by the design-build firms Work Order#13—Construction Document Review 2 60 Meetings: 1 Peer review of signed/sealed Construction Documents prepared by design-build firm Total 32 weeks Items by Owner Div. 0& Div. 1 Front-end specification: Instructions to Bidders, etc. Construction Administration: Pre-construction Meeting, Construction Meetings, Process Pay Requests, Process Change Orders, Review Shop Drawings, Construction Observation, As-Built Drawings, Certifications& Final Close-out. Items by Others(Design-Build Firm) • Construction Documents(signed &sealed) • Engineering Calculations (signed & sealed) including but not limited to Energy Calculations, Structural Calculations, Drainage Calculations • Permit Applications: Building Permits, SJRWMD, FDEP, and all site related Permit Applications Engineering 0 EB 0002934•Architecture N AA C000656•Landscape Architecture•LC CO00050•Land Surveying M LB 0002934 WORK ORDER FOR DESIGN CRITERIA PROFESSIONAL SERVICES AGREEMENT WORK ORDER NO. 9 PROJECT: IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT CITY: OCOEE, FLORIDA DESIGN CRITERIA PROFESSIONAL: GEE & JENSON ENGINEERS-ARCHITECTS- PLANNERS, INC. Execution of the Work Order by City shall serve as authorization of DESIGN CRITERIA PROFESSIONAL to provide for the above project, professional services as set out in the documents which are attached hereto and made a part hereof. ATTACHMENTS: (X) Programming/Site Evaluation DESIGN CRITERIA PROFESSIONAL shall provide said services pursuant to this Work Order, its attachments, exhibits and that certain Agreement dated December 5, 1995 between CITY and DESIGN CRITERIA PROFESSIONAL which is incorporated herein by reference as if it had been set out in its entirety. Whenever the Work Order conflicts with said Agreement, the Agreement shall prevail. TIME FOR COMPLETION: The work authorized by this Work Order shall be completed within sixty (60) days from the date this Work Order is executed by the CITY. COMPENSATION: The CITY shall compensate DESIGN CRITERIA PROFESSIONAL Ten Thousand Four Hundred Dollars ($10,400.00) plus Reimbursable Expenses. DESIGN CRITERIA PROFESSIONAL shall perform all work required by this Work Order: but, in no event, shall DESIGN CRITERIA PROFESSIONAL be paid more than the fixed fee and reimbursables set. IN WITNESS WHEREOF, these parties hereto have made and executed this Work Order on this day of , 199 , for the purposes stated herein. GEE & JENSON ENGINEERS-ARCHITECTS-PLANNERS, INC WITNESS: DESIGN CRITERIA PROFESSIONAL ' By: �..-- Dale A. Crosby, P.E., Vice President, Regional Mgr. Date: 7///r 7 ATTEST: BOARD OF CITY COMMISSIONERS CITY OF OCOEE, FLORIDA By: Jean Grafton, City Clerk S. Scott Vandergrift, Mayor Date: FOR USE AND RELIANCE ONLY BY THE Approved by Ocoee City Commission CITY OF OCOEE. APPROVED AS TO FORM at a meeting held on . 1997 AND LEGALITY THIS DAY OF under Agenda Item No. . 199 FOLEY & LARDNER By: CITY ATTORNEY • Attachment "A" Design Criteria Professional Services (6/30/97) Improvements to the A.D. Mims Road Ocoee Wastewater Treatment Plant, Ocoee, FL Work Order#9 — Programming/Site Evaluation Scope of Work The project includes demolition of an existing prefabricated metal storage building and construction of a new prefabricated metal vehicle storage building. The vehicle storage building would store six (6) large trucks, parts storage, workshop and lawn maintenance storage. The project also includes additions/alterations to the existing one-story masonry operations and maintenance building. These additions/alterations include adding a new breakroom, 6-10 new offices and adding/upgrading men's and women's toilet/locker rooms per code. The project also includes site modifications to the existing Wastewater Treatment Plant fenced compound for improved vehicular circulation, additional parking and adding a landscape buffer at the perimeter to visually screen the plant facilities from the adjacent planned park. Professional Services to be provided by the Design Criteria Professional: 1. Develop a building program. 2. Develop a conceptual floor plan. 3. Develop a project schedule and construction budget. 4. Prepare a preliminary building and site code review. 5. Prepare a preliminary site evaluation and conceptual site plan. The evaluation will be prepared after reviewing existing As-Built Site Boundary/Topographic/Tree/Utility Survey and Geotechnical Reports for the site. 6. Evaluate existing Operations and Maintenance Building: ADA Accessibility, Roofing, Mechanical and Electrical Systems. Submittals by the Design Criteria Professional to the City: Provide one submittal of five (5) sets of the Programming/Site Evaluation documents. Meetings: The Design Criteria Professional shall attend two (2) Design Criteria Professional/Owner meetings. These meetings shall be conducted in a workshop format. The purpose of these meetings shall be to discuss and exchange information with the established City's representative(s) with regard to the program requirements for the facility. Program needs may be items such as hours of operation, security, type of activities planned for facility, number of persons utilizing the facility, vandalism, immediate/future square footage needs and construction budget. Items to be provided by the City of Ocoee: 1. The City shall appoint a representative who shall on the City's behalf attend above stated meetings. issue directives with regard to the Work, authorize the Work, prepare review comments with regard to the Work and approve the Work. The City's representative shall be: James W. Shira. P.E. City Engineer/Utilities Director, City of Ocoee Name Title 2. At the completion of the Work, the City's representative shall review the Submittal. The City's representative shall provide review comments about the Submittal to the Design Criteria Professional. The Design Criteria Professional will address and/or incorporate those comments during the next phase of Professional Services. 3. Existing As-Built drawings of the Wastewater Treatment Plant, Existing Site Boundary/Topographic/Tree/Utility Survey and Geotechnical Reports for the site. Attachment"B" (6/30/97) Design Criteria Professional Services Improvements to the A.D. Mims Road Ocoee Wastewater Treatment Plant, Ocoee, FL Work Order#9 — Programming/Site Evaluation Fees Worksheet Compensation 1. Basic Architectural/Engineering Services $10,400.00 2. Reprographics Reimbursables: reproducibles, blueprints, photocopies. $200.00 (These charges will be billed at cost as they arise. The total amount shown is the amount Not To Be Exceeded unless approved in writing by the City. The following rate schedule represents inhouse printing costs. Printing company rates may vary.) Photocopies: $0.15 per page (8 1/2 x 11-14) $0.20 per page (11x17) Reproducibles: $1.50 per S.F. Blueline Prints: $0.40 per S.F. Method of Payment The Design Criteria Professional shall invoice amount due based on the percent of the total work order services actually performed and completed. Invoices shall be submitted to the City once monthly. 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MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT WORK ORDER #9 PROGRAMMING/SITE EVALUATION FOR THE CITY OF OCOEE MARCH 6, 1998 DESIGN CRITERIA DOCUMENTS VGEE & JENSON •ArchitectsEngineers •Planners,Inc. 74. �Of 0000 I � TABLE OF CONTENTS LETTER OF TRANSMITTAL WITH WORK ORDER#9 1. BUILDING CONSIDERATIONS • BUILDING PROGRAM ' • CONCEPTUAL BUILDING PLANS • MAINTENANCE/STORAGE BUILDING • ADMINISTRATION BUILDING • OPERATIONS BUILDING • REVIEW OF EXISTING OPERATIONS BUILDING • PHOTOS OF EXISTING OCOEE WWTP FACILITIES • RESEARCH AT ORANGE COUNTY UTILITIES 2. SITE EVALUATION • VICINITY MAP AND AERIAL MAP • CONCEPTUAL SITE PLAN • OVERALL SITE PLAN • PHASE I SITE PLAN • PHASING&CO-LOCATION WITH THE OCOEE RECREATION CENTER 3. PRELIMINARY BUILDING CODE REVIEW • MAINTENANCE/STORAGE BUILDING 4. CONSTRUCTION BUDGET • ADMINISTRATION BUILDING L-- • MAINTENANCE/STORAGE BUILDING 5. PROJECT SCHEDULE • MAINTENANCE/STORAGE BUILDING ' I ' • GEE &JENSON • Engineers•Architects•Planners,Inc. SINCE 1951 2701 Maitland Center Parkway,Suite 150 Maitland,FL 32751 March 6, 1998 Telephone(407)660-1660 Fax(407)660-2852 City of Ocoee 150 North Lakeshore Drive Ocoee,Florida 34761-2258 Attn: Mr.James W. Shira,P.E. Re: Improvements to the A.D.Mims Road— Ocoee Wastewater Treatment Plant Dear Mr. Shira: The attached drawings,descriptions and diagrams are being provided to document decisions made during the Programming/Site Evaluation Work Order—Work Order#9. An overall Master Planning Evaluation was made concerning the entire Wastewater Treatment Plant site and a series of development options addressed the following: A. Building Considerations: 1. Existing Operations Building 2. Proposed Maintenance/Storage Building 3. Proposed Administration Building B. Site Considerations: 1. Overall Site Plan 2. Phased Improvements 3. Co-Location with the Ocoee Recreation Center Improvements After completing these studies,it was concluded that the first priority for the intended improvements to the Ocoee Wastewater Treatment Plant is the construction of the proposed Maintenance/Storage Building and associated parking. Until the Site Plan is finalized for the Jim Beech Recreation Center,the Administration Building location can not be determined. Improvements to the existing Operations Building appear to be a lower priority regarding the overall Master Plan. We look forward to proceeding with the next phase of work, as this project progresses. , Sincerely, -1( I A • Paul M.Herwig,R.A. Manager of Architectural i► ces PMH/cc cc: John Gray Laura Nemethy \\herwig\wo#9.cvrltr.doc • Engineering 4 EB 0002934•Architecture 4 AA C000656•Landscape Architecture 9 LC C000050•Land Surveying 9 LB 0002934 r- WORK ORDER FOR DESIGN CRITERIA PROFESSIONAL SERVICES AGREEMENT WORK ORDER NO. 9 PROJECT: IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT CITY: OCOEE, FLORIDA • DESIGN CRITERIA PROFESSIONAL: GEE & JENSON ENGINEERS-ARCHITECTS- PLANNERS, INC. Execution of the Work Order by City shall serve as authorization of DESIGN CRITERIA PROFESSIONAL to provide for the above project, professional services as set out in the documents which are attached hereto and made a part hereof. ATTACHMENTS: (X) Programming/Site Evaluation DESIGN CRITERIA PROFESSIONAL shall provide said services pursuant to this Work Order, its attachments, exhibits and that certain Agreement dated December 5, 1995 between CITY and DESIGN CRITERIA PROFESSIONAL which is incorporated herein by reference as if it had been set out in its entirety. Whenever the Work Order conflicts with said Agreement, the Agreement shall prevail. TIME FOR COMPLETION: The work authorized by this Work Order shall be completed - within sixty (60) days from the date this Work Order is executed by the CITY. COMPENSATION: The CITY shall compensate DESIGN CRITERIA PROFESSIONAL Ten Thousand Four Hundred Dollars ($10,400.00) plus Reimbursable Expenses. DESIGN CRITERIA PROFESSIONAL shall perform all work required by this Work Order; but, in no event, shall DESIGN CRITERIA PROFESSIONAL be paid more than the fixed fee and reimbursables set. i , IN WITNESS WHEREOF, these parties hereto have made and executed this Work Order on this — day of Au 6 us T . 1991! , for the purposes stated herein. GEE & JENSON ENGINEERS-ARCHITECTS-PLANNERS, INC WITNESS: • DESIGN CRITERIA PROFESSIONAL By: Dale A. Crosby, P.E., Vice President, Regional Mgr. Date: 7///fl I ATTEST: BOARD OF CITY COMM SSIONERS I I CITY OF OCOEE, FLORID BY: ( Ji} , Grafton, City o erk S. Scott Vandergrift, Mayor Date: A N AU sT- C I/ 4 FOR USE AND RELIANCE ONLY BY THE Approved by Ocoee City Commission CITY OF OCOEE. APPRO AS TO FORM_- ,- at a meeting held on1,/1ST , 1997 AND GALIT]]Y THIS 5 DAY OF under Agenda Item No. 199 I,/1 6, . FOLEY & LARDNER By: V(ji 11/4,A; CITY ATTORNEY -' Attachment "A" (6/30/97) Design Criteria Professional Services Improvements to the A.D. Mims Road Ocoee Wastewater Treatment Plant, Ocoee, FL Work Order#9 — Programming/Site Evaluation Scope of Work The project includes demolition of an existing prefabricated metal storage building and __� construction of a new prefabricated metal vehicle storage building. The vehicle storage building would store six (6) large trucks, parts storage, workshop and lawn maintenance storage. . The project also includes additions/alterations to the existing one-story masonry operations and maintenance building. These'additions/alterations include adding a newbreakroom, 6-10 new offices and adding/upgrading men's and women's toilet/locker rooms per code. The project also includes site modifications to the existing Wastewater Treatment Plant fenced compound for improved vehicular circulation, additional parking and adding a landscape buffer ; at the perimeter to visually screen the plant facilities from the adjacent planned park. Professional Services to be provided by the Design Criteria Professional: . 1. Develop a building program. 2. Develop a conceptual floor plan. __ 3_ Develop a project schedule and construction budget. 4. Prepare a preliminary building and site code review. 5. Prepare a preliminary site evaluation and conceptual site plan. The evaluation will be prepared after reviewing existing As-Built Site Boundary/Topographic/Tree/Utility Survey and Geotechnical Reports for the site. - 6. Evaluate existing Operations and Maintenance Building: ADA Accessibility, Roofing, Mechanical and Electrical Systems. Submittals by the Design Criteria Professional to the City: Provide one submittal of five (5) sets of the Programming/Site Evaluation documents. Meetings: The Design Criteria Professional shall attend two (2) Design Criteria Professional/Owner ; meetings. These meetings shall be conducted in a workshop format. The purpose of these meetings shall be to discuss and exchange information with the established City's representative(s) with regard to the program requirements for the facility. Program needs may be items such as hours of operation, security, type of activities planned for facility, number of persons utilizing the facility, vandalism, immediate/future square footage needs and construction budget. Items to be provided by the City of Ocoee: 1. The City shall appoint a representative who shall on the City's behalf attend above stated meetings, issue directives with regard to the Work, authorize the Work, prepare review comments with regard to the Work and approve the Work. The City's representative shall be: James W. Shira. P.E. City Engineer/Utilities Director. City of Ocoee Name Title 2. At the completion of the Work, the City's representative shall review the Submittal. The • City's representative tY p sentative shall provide review comments about the Submittal to the Design Criteria Professional. The Design Criteria Professional will address and/or incorporate those comments during the next phase of Professional Services. 3. Existing As-Built drawings of the Wastewater Treatment Plant, Existing Site Boundary/Topographic,Tree/Utility Survey and Geotechnical Reports for the site. Attachment "B" Design Criteria Professional Services (6/30197) Improvements to the A.D. Mims Road Ocoee Wastewater Treatment Plant. Ocoee, FL Work Order*9— Programming/Site Evaluation Fees Worksheet Compensation 1. Basic ArchitecturaUEngineering Services $10,400.00 2. Reprographics Reimbursables: reproducibles, blueprints, photocopies. $200.00 (These charges will be billed at cost as they arise. The total amount shown is the amount Not To- Be Exceeded unless approved in writing by the City. The following rate schedule represents inhouse printing costs. Printing company rates may vary.) Photocopies: $0.15 per page (8 1/2 x 11-14) $0.20 per page (11x17) Reproducibles: $1.50 per S.F. Blueline Prints: $0.40 per S.F. Method of Payment The Design Criteria Professional shall invoice amount due based on the percent of the total work order services actually performed and completed. Invoices shall be submitted to the City once monthly. We under stand rstand that the City shall retain 10% of the total work order fee until one hundred percent (100%) of the work order services are actually performed and completed. 1 GEE &JENSON Engineers•Architects•Planners,Inc. SINCE 1951 2701 Maitland Center Parkway,Suite 150 Maitland,FL 32751 'tom Telephone(407)660-1660 IMPROVEMENTS TO THE A.D. MIMS ROAD Fax(407)660-2652 OCOEE WASTEWATER TREATMENT PLANT PROFESSIONAL SERVICES SCHEDULE 3/9/98 PROFESSIONAL WEEKS ESTIMATED NUMBER OF SERVICE •. SCHEDULED HOURS MEETINGS Work Order#9-Programming/Site Evaluation Develop Building Program Owner Meetings: 2 Develop Conceptual Floor Plan Project Schedule&Construction Budget Preliminary Building/Site Code Review Preliminary Site Evaluation/Conceptual Site PI an Evaluation of Existing Operations&Maintenance Building: ADA, Roofing &Mechanical/Electrical Systems Work Order#10-Maintenance Building Task 1 —Schematic Design & 8 300 Design Criteria ProfessionaV Design Criteria Package Owner Meetings: 1 City Commission Presentation 1 Includes: Schematic Site Plan - Schematic Floor Plan/Elevations/Building Section Statement of Probable Cost& Project Schedule - Performance-Oriented Architectural Drawings: Site Plan, Floor Plan, Roof Plan, Ceiling Plan, Finish & Door Schedules, Building Elevations&Building Section Architectural/Engineering Performance Technical Specification Task 2—FDEP&SJRWMD Permitting 16 80 Design Criteria ProfessionaV Owner Meetings: 1 Includes: SJRWMD Permit for Phase I Site FDEP Permit for Phase I Building Geotechnical Analysis for Stormwater Permitting Task 3-Bidding/ Contract Negotiations 8 60 Bid & Prebid Meetings: 2 Includes: Prepare Addenda Attend Pre-bid Meeting Attend Bid Opening - Evaluation of bids submitted by the design-build firms Task 4-Construction Document Review 2 60 Meetings: 1 Includes: Peer Review of signed/sealed Construction Documents prepared by design-build firm. 1 Engmeenng EB 0002934•Archdecture+AA C000656•Lanascaoe Architecture•LC C000050•Land Surveying 0 LB 0002934 I I IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT PROFESSIONAL SERVICES SCHEDULE 3/9/98 I PROFESSIONAL WEEKS ESTIMATED NUMBER OF SERVICE SCHEDULED HOURS MEETINGS • Task 5—Geotechnical Engineering • Provided upon request. Task 6—Surveying Provided upon request ' Items by Owner. • Div. 0&Div. 1 Front-end specification: Instructions to Bidders, etc. • Construction Administration: Pre-construction Meeting, Construction Meetings, Process Pay Requests, Process Change Orders, Review Shop Drawings, Construction Observation, As-Built Drawings, Certifications&Final Close-out ' Items by Others(Design-Build Firm): • Construction Documents(signed &sealed) • Engineering Calculations (signed & sealed) including but not limited to Energy Calculations, Structural Calculations, Drainage Calculations ' • Permit Applications: Building Permits, SJRWMD, FDEP, and all site related Permit Applications • • 1 1 2701 Maitland Center Parkway,Suite 150•Maitland,F?32751 •Telephone(407)660-1660•Fax(407)660-2852 ' Engineering 4 EB 0002934•Architecture n AA CC00656•Lanascape Architecture 4 LC C000050•ana Surveying a LB 0002934 IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT BUILDING PROGRAM SUMMARY j Work Order#9 Programming/Site Selection March 6, 1998 Page 1 of 4 PROGRAMMED SPACES A. Administration Building/Plan A Reception - Function: Controlled waiting area for visitors. Equipment/Furniture: Seating and tables for six. Future reception desk. Secretary - Function: Secretarial office for all of the WWTP office personnel. Initially secretary function will serve as receptionist also. Equipment/Furniture: Chair and desk, files, two guest chairs, computer and fax. Offices (7) - Function: WWTP personnel, private offices. Equipment/Furniture: Chair and desk, files, two guest chairs and computer. Conference Room - Function: Meeting Area for staff and visitors. Equipment/Furniture: Table and chairs for 20+people. Multi- media board, wall mounted computer/monitor. Plans Storage - Function: Plan Storage, reference and copying. Equipment/Furniture: Storage units for tracings. Storage racks for prints. Work tables. Print copy machine. File cabinets for specifications. Office/ Kitchenette - Function: Alcove off of corridor for food storage and preparation and coffee, etc. Equipment/Furniture: Upper and lower cabinets, refrigerator, microwave and sink. Break Room A & B - Function: Multi-Purpose Room to serve as a Break Room, Field Crew Lunch Room, Conference/Training Room and Secondary E.O.C. Equipment/Furniture: Tables and Chairs for 40+people, operable partition, computer/data outlets, kitchenette with upper and lower cabinets, microwave, refrigerator and sink. IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT BUILDING PROGRAM SUMMARY - Work Order#9 _ Programming/Site Selection March 6, 1998 Page 2 of 4 Women's Locker/Toilet/ Shower- Function: Female employee toilets, lockers and showers. Equipment/Furniture: Allow for three lockers and required ADA toilets and showers. Direct access from exterior preferred. Men's Locker/Toilet/ 1^I Shower- Function: Male employee toilets, lockers and showers. Equipment/Furniture: Allow for twelve lockers and required ADA toilets and showers. Direct access from exterior preferred. Ancillary Spaces - Public Toilets _ - Janitor's Closet - Storage Communications Room - Electrical/Mechanical Rooms - Corridor Areas - Walls & Structure PROGRAMMED SPACES B. Maintenance Storage Building Large Vehicle Storage- Function: Storage for six pieces of equipment: - 24' x 8' Sewer Truck - 28' x 8' Tanker Truck - 32' x 8' Sewer Line Cleaning Truck - 31' x 8' Trailer - 19' x 8' 5 Yard Dump Truck - Tractor Equipment/Furniture: Six bays with 14 foot overhead doors. Ventilation and electricity required. IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT BUILDING PROGRAM SUMMARY Work Order#9 Programming/Site Selection March 6, 1998 Page 3 of 4 WWTP Storage- Function: Storage of miscellaneous parts for repair to pipes and pipe fittings. Equipment/Furniture: Storage units and shelving. Ventilation and electricity required. Ground Maint. - Function: Storage of lawn maintenance equipment. Lawn mowers, edgers, etc. Equipment/Furniture: Work bench, shelving for spare parts. Ventilation and electricity required. Electrician Storage - Function: Electrical supply storage for the WWTP Department. Equipment/Furniture: Shelving and storage units. Ventilation and electricity required. Parts/Workshop Welding - Function: Storage of assorted parts required for the WWTP assemblies. Storage of jack and bore and mud hog equipment. A workshop area and welding area are required. Equipment/Furniture: Shelving and racks for pallets, storage units for storing WWTP parts. Welding area with fire curtain and associated electric power and exhaust/ventilation. Three work benches for various repair tasks are required. Electricity, plumbing and ventilation to be provided. Eyewash and shower are required. Toilet facilities may be required. PROGRAMMED SPACES C. Existing Operations Building Three Offices - Function: Demolition of existing toilets and existing corridor space accommodates space for three offices for operations staff. Equipment/Furniture: Chair and desk, files, two guest chairs, computer, and reference table. IMPROVEMENTS TO THE A.D. MIMS ROAD ,- OCOEE WASTEWATER TREATMENT PLANT BUILDING PROGRAM SUMMARY Work Order#9 j Programming/Site Selection March 6, 1998 Page 4 of 4 Women's Lockers/ Toilets/ Showers - Function: Female employee toilets, lockers and showers. Equipment/Furniture: Allow for six half lockers and required ADA toilets and showers. Direct access from exterior is preferred. Men's Lockers/ Toilets/ Showers - Function: Male employee toilets, lockers and showers. Equipment/Furniture: Allow for twelve half lockers and required ADA toilets and showers. Direct access from exterior is preferred. Existing Lobby/ Break Room -Function: Entrance to facility and lobby/display area. Equipment/Furniture: Requires new entrance canopy and interior finishes and lobby furniture. Ancillary Spaces - Janitor's Closet - Walls & Structure Existing Mechanical/Electrical to remain. Balance of Building- Balance of building (i.e. existing laboratories/blower area, generator, etc.) to remain. �1 OCOEE WASTEWATER TREATMENT PLANT 3/6/98 BUILDING PROGRAM -ADMINISTRATION BUILDING OFFICES PROGRAMMED SF ACTUAL SF Assistant City Engineer 180 235 Utilities Superintendent 180 220 Office#1 150 165 Office#2 150 165 Office#3 - 150 180 Office#4 150 180 Office#5 150 200 Off ce#6 150 145 Office#7* 150 Office#8* 150 ubtotal , . ...: 1�260 1,490 *To Remain in Operations Building ADMINISTRATION/SUPPORT PROGRAMMED SF ACTUAL SF Lobby/Receptionist 200 260 ' Conference Room 400 430 Plans Room/Storage 300 530 Break Room(40 people) 600 540 Men's Lockers/Showers/Toilets(20 people) 475 600 Womens Lockers/Showers/Toilets(50 people) 160 270 Janitor's Closet 40 25 Mechanical Room 260 225 Electrical/Communications Rooms 145 225 Public Toilets 120 120 Subtotal 2,700 3,225 Offices at _ _ 149..0 Admmistration/Support at 3'225. Subtotal 4,715' Cirrculation/Walls` 1045' Total SF . 5,760 1 OCOEE WASTEWATER TREATMENT PLANT 3/6/98 BUILDING PROGRAM - MAINTENANCE/STORAGE BUILDING MAINTENANCE/STORAGE PROGRAMMED SF ACTUAL SF 6 Bays 3,724 3,725 Electrician Storage 359 340 Ground Maintenance 647 650 WWTP Storage 365 365 Work Counters 1,848 1,850 Welding Room 336 340 Pipe Storage 225 225 Maintenance/Storage at 7,495• Circulation/Walls 1Q. Total�SFr � y ' 7 505 2 • OCOEE WASTEWATER TREATMENT PLANT 3/6/98 1 7 BUILDING PROGRAM - OPERATIONS BUILDING OPERATIONS/SUPPORT PROGRAMMED SF ACTUAL SF Operations and Electrical Controls Existing* 525 Mechanical Room Existing* 180 Lobby/Break Room Existing* 310 Large Lab Existing* 525 Small Lab Existing* 175 Office#1 Existing(250)* 250 Office#2 Existing* 170 _; Office#3 Existing* 130 Janitor's Closet 70 70 Men's Lockers/Showers/Toilets 330 330 Women's Lockers/Showers/Toilets 230 230 Circulation 135 225 *Existing building=2,370 SF. ANCILLARY PROGRAMMED SF • ACTUAL SF Blower Existing 520 Patio Existing 235 Generator Existing 375 Subtotal 1,130; / 1,130 Operations/Support at 3,120 Ancillary • .1. 1.43 0 Total SF 4,250 Ciiculation/WaMatiuded L , 3 OCOEE WASTEWATER TREATMENT PLANT 3/6/98 BUILDING PROGRAM-PARKING PROGRAMMED SPACES PARKING REQUIREMENTS MINIMUM PHASE I FUTURE PHASES PHASE I&FUTURE Employee Parking Spaces 35 24 15 39 Visitor Parking 10 6 12 18 Handicapped Parking 2 1 1 2 City Vehicle Parking 42 8 38 46 Additional Public Parking 40 41 • GEE&JENSON Ix'-o• e• ar � PEC000111 STORM( CUD.R.1.01 . rm STORux — MCA • P _ n PR STOPM IC WMPLS •IIDNG ROM II17 rl FLOOR PLAN a 1.111111 II{III�I ti rr',",tir }ti{$}��_f s.t: •.�� :illlllj .; _t� 'I ,i ti: }f�, �fr BUILDING ELEVATION • man SIM. BUILDING ELEVATION - BUILDING SECTION • MAINTENANCE/STORAGE BUILDING—WASTEWATER TREATMENT PLANT CITY OF OCOEE 3-6-98 0' 1' 0 R' IC M. 100 GEE&JENSON li" illiiiiill CHL11fk PAI71 .E EC,COu a SECRETARY RECEPTOR BRE/TROOP A BREAPROCAI B Ina 1 PI 11 _ I I I0 0 0 01 ADMINISTRATION BUILDING(PROPOSED PLAN) PLAN'A' • (I I ,1,1 L Ec.c. E4___,e0l . E. .1 Ljj_ Ej ■11( — 11 0- C. .7. ... /couu. , SECRETARY BP[APPOOu A BPE i 1 1 l �O0 00; • ADMINISTRATION BUILDING(ALTERNATE PLAN) PLAN'B' ADMINISTRATION BUILDING-WASTEWATER TREATMENT PLANT I an.OF OCOEE 3-6-9S B' T. O B' IT ]R' 1 I rib GEE&JENSON Elglw�.AN 4m.E,v�wrS hn SLOWER jkw MECHANICAL OP.COM s e ELEC.COMMIS . OBSi/ I BREANROW irithod OPERATIONS BUL.DNO(OPoO NAL PLAN) . BLOWER PAOO O 1:: • O CgiRRlpi II I���I i OPCRARONs QM ' p e Elie COHRia9 LOBBY/ ��BRRY 6RCC . .gl i OPERATIONS BRRDNO(PROPOSEr PLAN) I OPERATIONS BUILDING-WASTEWATER TREATMENT PLANT . CITY OF OCOEE 3-6-98 e' 0 e' le' w' I I IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT/MAINTENANCE BUILDING REVIEW OF THE EXISTING OPERATIONS BUILDING March 6, 1998 Page 1 of 1 Operational Issues: The main concerns with the existing Operations Building are as follows: 1. Additional office space is required. 2. Existing toilet/shower facilities do not meet ADA, do not have lockers, and are inconveniently located. 3. The Lobby/Entrance Area is not well defined and does not have a covered entry. 4. The existing interior building circulation is not efficient. Design Options: During workshop/meetings with the WWTP personnel, concerning a revised design for the Operations Building,the plan was redesigned with an addition. The existing building would remain as it is regarding the Operations and Electrical Controls Room, the Mechanical Room,the Lobby/Break Room and the Lab Areas. The Generator and Blower would remain unchanged. The existing toilet rooms would be eliminated, allowing for three offices instead of two. An addition of approximately 750 SF would allow for new toilets, showers and lockers for men and women,which would be ADA accessible. Structurally,this proposed building addition to the northeast would lend itself to the simplest, and least expensive building expansion option. A canopy at the Lobby Entry is planned to identify the public entrance and to provide protection. ii Ocoee Wastewater Treatment Plant dy -' ., t,. _ . • -;tit . ...... r 11r W Operations Building—Area of Proposed Addition Ocoee Wastewater Treatment Plant ep illlili a . I -- - q 1v' , a _, Existing Maintenance/Storage Facilities Ocoee Wastewater Treatment Plant x ;; .. :.`' T ,,,,,,..472..., .s• • _:� "'? y y h . rN � i 1 / CAM ;;_ __ --- -�— _ —-�— ----': 6 _ Err _ _�rr� �� a - r Y ' _ _ __. .41.1111 City Owned Vehicle Parking Research of Existing Facilities: Orange County Utilities Division 8100 Presidents Drive Orlando, Florida ,yj►lam l �} `s ,! z e i ti c 4c- -a 1 , . . — +'•" ' 1 1I'll 3 Wastewater Parts in Racks and Pallets. - [ ' ' -- - - - - - .. r . .. Jdiir•..Ga. .,.F. - .t Wastewater Parts at Storage Yard. Research of Existing Facilities: Orange County Utilities Division 8100 Presidents Drive Orlando,Florida �" i ' ''"'f 11,!1 4R1� Ara.., v:= 1 Y f = Covered Large Pipe Storage. f ma mirimmiw,.. 1 ----- '' Tim,. -J � o: ,E Covered Small Pipe Storage on Racks. Vicinity Map— Existing Ocoee Wastewater Treatment Plant Site TALLAMA SEE PENSACOLA ACKSONVILLE 0 ORLAN00 CitY of TAMPA I OCOEE RD. 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Modifications to the Jim Beech Recreation Center Site Plan from the original design criteria documents are being developed by the Design-Build Contractor. This work effects the location of the proposed WWTP Administration Building and associated parking and site work. Phase I Based on workshop/meetings with the WWTP personnel,the immediate concern is to replace the existing maintenance/storage facilities with a new facility. In addition, additional parking is required for staff and City-owned vehicles. Future Phases Future phases will include the proposed WWTP Administration Building and associated site work and parking. Another future development is the remodeling and addition to the Operations Building. Additional Concerns Landscaping along the east WWTP property line at the ridge is required as a buffer between the park area and the WWTP. Chain link fencing with motorized gates, signage, site lighting and overall landscaping are essential elements in completing the anticipated improvements to the WWTP complex. IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT/MAINTENANCE BUILDING PRELIMINARY BUILDING CODE REVIEW (Standard Building Code, 1997 Edition) (SBCCI) March 6, 1998 Page 1 of 3 Based on a discussion with the Mr. Washington of the Ocoee Building Department on March 5, 1998,the following preliminary Building Code interpretations are provided: 1. Occupancy Classification: (Chapters 3 & 4) The building is composed of multiple occupancies: a. Group F/Factory—Industrial occupancy at the Workshop/Welding Area. b. Group S/Storage Occupancy—at the WWTP Storage and Electrician's Storage Areas. c. Group S/Special Storage Occupancy—(Enclosed parking garage) at the Large Vehicle Storage Area and Ground Maintenance Storage. Mixed occupancies can be considered a single occupancy if certain criteria of Section 303 are met. Based on the aforementioned,the occupancy classification will be: Group F =Factory—Industrial 2. Type of Construction & Area/Height Limitations: Table 500—Allowable heights and building areas: For proposed building size= 7,500 GSF ±with Type VI construction, unprotected, unsprinklered Maximum allowable height=40' Maximum allowable floor area= 10,000 SF—one story. 7,500 GSF±with Type V construction, unprotected, unsprinldered Maximum allowable height= 55' Maximum allowable floor area= 15,000 SF—one story. *7,500 GSF±with Type IV construction, unprotected,unsprinldered Maximum allowable height= 55' Maximum allowable floor area=21,000 SF—one story. The City of Ocoee requires installation of fire sprinklers for commercial buildings over 4,000 SF therefore the facility will require fire sprinklers or a four-hour separation wall to compartmentalize the building. *(Since non-combustible structural members, are anticipated—Type IV, unprotected is the likely type of construction.) IMPROVEMENTS TO THE A.D.MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT/MAINTENANCE BUILDING PRELIMINARY BUILDING CODE REVIEW (Standard Building Code, 1997 Edition) (SBCCI) March 6, 1998 Page 2 of 3 3. Fire Resistance Ratings: Table 600: Per Construction Type IV,unprotected: a. Structural elements need to be non-combustible. - b. Horizontal separation from an assumed property line indicates the following: The distance between the existing Operations Building and the proposed Maintenance Storage Facility is 20 ft. If we assume the common property line to be at the wall of the proposed Maintenance/Storage Building,then the percent of wall openings is 40%. Note: Due to the possibility of flammable materials being stored on site in conjunction with PVC pipe adhesives, and fuel for ground maintenance equipment, special consideration may need to be given to a rated flammable storage area or building. 4. Means of Egress: (Chapter 10)—Per Table 1003.1 — Minimum Occupant Load—For Industrial— 100 gross Large Vehicle Storage—38 people WWTP Storage—4 people Ground Maintenance—7 people Electrician Storage—4 people Workshop/Welding—22 people Number of Exits—Per 1004.1.1. Rooms with greater than 50 occupants require two exits. Since each area has direct exterior egress and an occupancy less than 50 people, only one exit per area is required. 5. Accessibility—ADA: (Chapter 11) The facility shall be fully accessible. 6. Fire Sprinklers—Follow NFPA 13 for requirements. 7. Plumbing Requirements: Table 407 of the Plumbing Code allows for some interpretation regarding required plumbing fixtures. IMPROVEMENTS TO THE A.D. MIMS ROAD OCOEE WASTEWATER TREATMENT PLANT/MAINTENANCE BUILDING PRELIMINARY BUILDING CODE REVIEW (Standard Building Code, 1997 Edition) (SBCCI) March 6, 1998 Page 3 of 3 a. Although the Maintenance/Storage Building is only 20 feet from the Operations Building which provides toilets,there may be a requirement to provide toilet facilities in the new construction. b. An eyewash and shower will be required for the welding area. CHAPTER 3 OCCUPANCY CLASSIFICATION SECTION 301 system requirements, as determined by Chapter 9, GENERAL and 4. All other requirements of this code are applied to 301.1 Scope.Provisions of this chapter shall govern the clas- each portion of the building based on the use of that sification of building occupancies. space. 301.2 Occupancy or use categories.Every new and existing 303.2 Height and area.A mixed occupancy building shall be building, structure or part thereof shall, for the purpose of governed by the height and area limitations applying to the this code, be classified according to its use, or occupancy as principal intended use. However each portion of the building a building or structure of one of the following occupancy shall conform to all other requirements of this code for the . groups: occupancy contained therein. Accessory occupancies shall Group A —Assembly (see 304) not exceed the area limitation nor be located at a height Group B —Business (see 305) greater than that permitted for such occupancy group in the Group E —Educational (see 306) type of construction being used. Group F —Factory Industrial (see 307) Group H —Hazardous (see 308) SECTION 304 Group I —Institutional (see 309) ASSEMBLY OCCUPANCY— GROUP A Group M —Mercantile(see 310) 304.1 Scope Group R —Residential(see 311) 304.1.1 Group A occupancy is the use of a building or Group S —Storage (see 312) structure, or any portion thereof,for the gathering togeth- ' er of persons for purposes such as civic,social or religious 301.3 Uncertain classification. Each occupancy group is functions or for recreation, or for food or drink consump- intended to include buildings as hereinafter defined and those tion or awaiting transportation. of similar character or use. Wherever there is any uncertain- ty as to the classification of a building, the building official 304.1.2 Group A occupancy shall include, among others, shall determine the classification within which it falls, the following: according to the life safety and relative fire hazard involved. Amusement Park Buildings Passenger Depots Auditoriums Public Assembly Halls SECTION 302 Churches Recreation Halls DEFINITIONS Dance Halls Restaurants Gymnasiums Stadiums and Grandstands For definitions, see Chapter 2. Motion Picture Theaters Tents for Assembly SECTION 303 Museums Theaters for Stage MIXED OCCUPANCIES Production 304.2 Subclassifications 303.1 Multiple occupancies.A building that is used for two 304.2.1 Assembly occupancies shall be divided into two or more occupancies, classified within different occupancy subclassifications as set forth in this section, both of groups, shall be considered a mixed occupancy building. which shall comply with the requirements for Group A occupancy unless otherwise specified: Exception: A building containing two or more occupan- 1. A-1: Large Assembly shall include theaters and cies, none of them Group H, may be considered a single other places of assembly with an occupant load occupancy when: of 1,000 or more persons. Large Assembly shall 1. The required type of construction for the building is also include theaters and other places of assem- determined by applying the height and area limits- bly with a stage requiring proscenium opening pro- tions for each of the applicable occupancy groups to tection and with an occupant load of 700 or more the entire building with the most restrictive type of construction requirements being applied, and persons. 2. The entire building conforms with the most restric- 2. A-2: Small Assembly shall include theaters and tive occupancy group fire protection requirements, other places of assembly with or without a stage as determined by Chapter 7 and 8, and requiring proscenium opening protection and with 3. The entire building conforms with the most restric- an occupant load of 100 or more persons, but with tive occupancy group sprinkler,standpipe and alarm an occupant load less than designated for Large Assembly. STANDARD BUILDING CODE@ 1997 29 304.2.2-308.2.1 ' 304.2.2 Assembly occupancies with an occupant load less 306.1.3 Parts of buildings used for the congregating or than 100 persons shall be classified as Group B. gathering of 100 or more persons in one room shall be classified as Group A occupancy,regardless of whether or SECTION 305 not such gathering is of an educational or instructional BUSINESS OCCUPANCY— GROUP B nature. 305.1 Scope 306.1.4 Schools for business or vocational training shall • 305.1.1 Group B occupancy is the use of a building or be classified in the same occupancies and conform to the structure, or any portion thereof, for office, professional, same requirements as the trade, vocation or business or service type transactions including normal accessory taught, provided the concentration of persons will not storage and the keeping of records and•accounts. exceed that listed in 1003 for the occupancy classification 305.1.2 Group B occupancy shall include, among others, used. the following: Animal hospitals,kennels, Electronic data processing SECTION 307 FACTORY-INDUSTRIAL OCCUPANCY—GROUP F pounds areas Automobile and other Florist and nurseries 307.1 Scope motor vehicle showrooms General post offices 307.1.1 Group F occupancy is use of a building or struc- Automobile or other vehicle Greenhouses ture, or any portion thereof, for assembling, disassem- service stations Laboratories; testing and bling, repairing, fabricating, finishing, manufacturing, Banks research (nonhazardous) packaging or processing operations that are not otherwise Barber shops Laundries;pickup and classified in this code. ' Beauty shops delivery stations and Bowling alleys self-service 307.1.2 Group F occupancy shall include, among others, Carwashes Libraries (other than the occupancies listed in this section,but does not include Civic administration areas school) buildings used principally for any purpose involving high- Clinics - outpatient Office buildings ly combustible,flammable,or explosive products or mate- Dry cleaning;pick-up and Police stations rials. See 308. delivery stations and Print shops Assembly Plant Mill -_ self-service Professional services; Factory Processing Plant Educational occupancies attorney, dentists, Manufacturing Plant above the 12th grade physician, engineer, etc. Radio and television sta 307.1.3 Portions of Group F occupancy involving highly tions combustible, flammable or explosive products or materi- Telephone exchanges als shall be properly ventilated, protected and separated from the remainder of the building in accordance with the 305.1.3 Assembly occupancies with an occupant load less appropriate NFPA Standard or the entire building will be than 100 persons shall be classified as Group B. classified as Hazardous occupancy. See 308. Exception: Provisions of 403.1.3.4. 403.2, 403.3, SECTION 308 1019.10, 1019.11 and 3103 shall apply to buildings HAZARDOUS OCCUPANCY—GROUP H used for assembly purposes. regardless of occupant load. 308.1 Scope. Group H occupancy is the principal use of a 305.1.4 Dry cleaning establishments using solvents which building or structure,or any portion thereof,that involves the are nonflammable or nonflammable at ordinary tempera-• manufacturing, processing, generation, storage, or other use eof dithisshazardous materials in excess of the exempt quantities list- tures and only moderately flammable at higher tempera- tures (Class IV System) shall be classified as Group B ed n this section. occupancy. 308.2 Subclassification SECTION 306 308.2.1 Group H hazardous occupancies shall be divided EDUCATIONAL OCCUPANCY—GROUP E into H1 through H4 according to the hazards presented by each material as described below: ' 306.1 Scope Hi: Buildings or parts thereof used for the manufac- 306.1.1 Group E occupancy is the use of a building or turing, processing, generation or storage of materials structure,or any portion thereof,by six or more persons at which present a detonation hazard.Detonation hazards any one time for educational purposes through the 12th include explosives,blasting agents,pyrotechnic special grade. effect materials,display fireworks (1.3G,Class B,spe- 306.1.2 Child care facilities which accommodate six or cial) and consumer fireworks (1.4G, Class C, more children of any age who stay less than 24 hours per Common)manufacturing,Class 4 liquid and solid oxi- day shall be classified as Group E. dizers, unclassified detonatable organic peroxides, and 30 STANDARD BUILDING CODE©1997 TABLE 500 TABLE 500 ALLOWABLE HEIGHTS AND BUILDING AREAS - Lower case letters in table refer to Notes following table. Height for types of construction is limited to the number of stories and height in feet shown. Allowable building area(determined by definition of"Area,Building")is shown in thousands of square feet per floor. TYPE CONSTRUCTION I II III IV 1-HOUR IV UNPROT V 1-HOUR V UNPROT. VI 1-HOUR VI UNPROT. Maximum Height In Feet: NL 80' 65' 65' . 55' 65' 55' 50' 40' OCCUPANCY uns spr uns spr uns spr uns spr uns spr uns spr uns spr uns spr uns spr j h j . h j h j h j h j h j h j h J A-1 ASSEMBLY LARGE (stage requiring proscenium opening protection)a,b Max.No.of stories NL NL NL NL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Area:Multistory UA UA UA UA One Story only UA UA UA UA A-I ASSEMBLY LARGE (no stage requiring proscenium opening protection)a,b Max.No.of Stories NL NL NL NL 1 1 1 1 1 I 1 1 1 1 0 0 0 0 Area:Multistory UA UA UA UA One Story only UA UA UA UA 12.0 36.0 12.0 36.0 8.0 24.0 12.0 36.0 8.0 24.0 • A-2 ASSEMBLY SMALL (stage requiring proscenium opening protection)a,b Max.No.of Stories NL NL NL NL 1 I 1 1 1 1 1 1 1 I 1 1 1 1 Area:Multistory UA UA UA UA One Story only UA UA UA UA 10.0 30.0 10.0 30.0 6.0 18.0 10.0 30.0 6.0 18.0 4.5 13.5 3.0 9.0 A-2 ASSEMBLY SMALL (no stage requiring proscenium opening protection)a.b Max.No.of Stories NL NL NL NL 2 2 2 2 2 2 2 2 2 2 I 1 1 1 Area:Multistory UA UA UA UA 12.0 24.0 12.0 24.0 8.0 16.0 12.0 24.0 8.0 16.0 One Story only UA UA UA UA 12.0 36.0 12.0 36.0 8.0 24.0 12.0 36.0 8.0 24.0 7.5 22.5 5.0 15.0 B BUSINESS a,b Max.No.of Stories NL NL NL NL 5 5 5 5 2 5 5 5 2 5 2 2 2 2 Area:Multistory UA UA UA UA 25.5 51.0 25.5 51.0 17.0 34.0 21.0 42.0 14.0 28.0 13.5 27.0 9.0 18.0 One Story only UA UA UA UA 25.5 76.5 25.5 76.5 17.0 51.0 21.0 63.0 14.0 42.0 13.5 40.5 9.0 27.0 E EDUCATIONAL a.b Max.No.of stories NL NL NL NL 2 2 2 2 1 1 2 2 1 1 2 2 1 1 Area:Multistory UA UA UA UA 18.0 36.0 18.0 36.0 18.0 36.0 12.0 24.0 One Story only UA UA UA UA 18.0 54.0 18.0 54.0 12.0 36.0 18.0 54.0 12.0 36.0 12.0 36.0 8.0 24.0 ' F FACTORY-INDUSTRIAL a.b,g ' Max.No.of Stories NL NL NL NL 3 6 2 4 2 4 2 4 2 4 1 1 1 1 Area:Multistory UA UA UA UA 31.5 63.0 31.5 63.0 21.0 42.0 22.5 45.0 15.0 30.0 One Story only UA UA UA UA 31.5 94.5 31.5 94.5 21.0 63.0 22.5 67.5 15.0 45.0 15.0 45.0 10.0 30.0 H-I HAZARDOUS c Max.No.of Stories 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 Area:Multistory One Story only 15.0 12.0 7.5 7.5 5.0 7.5 H-2 HAZARDOUS c Max.No.of Stories 0 1 0 1 0 1 0 l 0 1 0 1 0 1 0 1 0 0 Area:Multistory One Story only 15.0 12.0 7.5 7.5 5.0 7.5 4.0 2.5 H-3 HAZARDOUS c Max.No.of Stories 0 4 0 3 0 2 0 2 0 I 0 2 0 1 0 1 0 0 Area:Multistory 30.0 20.0 10.0 10.0 10.0 One Story only 30.0 20.0 10.0 10.0 7.5 10.0 7.5 4.0 H-4 HAZARDOUS c Max.No.of Stories 0 NL 0 6 0 3 t 4 I 4 0 4 0 4 0 1 0 1 Area:Multistory UA UA 48.0 48.0 32.0 48.0 32.0 One Story only UA UA 72.0 72.0 48.0 72.0 48.0 27.0 18.0 NL=No Limit i UA=Unlimited Area (continued) I 78 STANDARD BUILDING CODED 1997 i TABLE 600 TABLE 600 FIRE RESISTANCE RATINGS REQUIRED FIRE RESISTANCE IN HOURS • TYPE IV TYPE V TYPE VI STRUCTURAL TYPE I TYPE II TYPE III 1-Hour 1-Hour 1-Hour ELEMENT Protected Unprotected Protected Unprotected Protected Unprotected PARTY AND FIRE WALLS(a) 4 4 4 4 4 4 4 4 4 INTERIOR BEARING WALLS (1) Supporting columns,other • ' bearing walls or more than one floor 4 3 2 1 NC 1(h) 0(h) 1 0 Supporting one floor only 3 2 1 1 NC 1 0 1 0 Supporting roofs only 3 2 1 1 NC 1 0 1 0 INTERIOR NONBEARING PARTITIONS See 704.1,704.2 and 705.2 COLUMNS(q) (1) See 605 Supporting other columns or more than one floor 4 3 H(d) 1 NC 1 0 1 0 -- Supporting one floor only 3 2 H(d) 1 NC 1 0 1 0 Supporting roofs only 3 2 H(d) I NC 1 0 1 0 BEAMS,GIRDERS, TRUSSES&ARCHES (1) See 605 Supporting columns or more than one floor 4 3 H(d) 1 NC 1 0 1 0 Supporting one floor only 3 2 H(d) 1 NC I 0 1 0 Supporting roofs only 1 1/2(e,p) 1(e,f,p) H(d) 1(e,p) NC(e) 1 0 1 0 FLOORS&FLOOR/CEILING (1) See 605 (n) (n,o) (n) (m,n,o) (o) ASSEMBLIES 3 2 H(o) 1 NC 1 0 1 0 ROOFS& ROOF/CEILING See 605 ASSEMBLIES(g) 1 1/2(e,p) 1 (e,f,p) H(d) 1(e,p) NC(e) 1 0 1 0 EXTERIOR BEARING WALLS and gable ends of roof(g,i,j) (%indicates percent of protected and unprotected wall openings permitted.See 705.1.1 for protection requirements.) Horizontal separation (distance from common • property line or assumed property line). 0 ft to 3 ft(c) 4(0%) 3(0%) 3(0%)(b) 2(0%) 1(0%) 3(0%)(b) 3(0%)(b) 1(0%) 1(0%) over 3 ft to 10 ft(c) 4(10%) 3(10%) 2(10%)(b) 1(10%) 1(10%) 2(10%)(b) 2(10%)(b) 1(20%) 0(20%) over 10 ft to 20 ft(c) 4(20%) 3(20%) 2(20%)(b) 1(20%) NC(20%) 2(20%)(b) 2(20%)(b) 1(40%) 0(40%) over 20 ft to 30 ft 4(40%) 3(40%) I(40%) 1(40%) NC(40%) 1(40%) 1(40%) 1(60%) 0(60%) over 30 ft 4(NL) 3(NL) I(NL) 1(NL) NC(NL) I(NL) ' 1(NL) 1(NL) 0(NL) EXTERIOR NONBEARING WALLS and gable ends of roof(g,i,j) (%indicates percent of protected and unprotec ed wall openia s permitted.See 705.1.1 for protection requirements.) ' Horizontal separation (distance from common property line or assumed property line). 0 ft to 3 ft(c) 3(0%) 3(0%) 3(0%)(b) 2(0%) 1(0%) 3(0%)(b) 3(0%)(b) 1(0%) 1(0%) i over 3 ft to 10 ft(c) 2(10%) 2(10%) 2(10%)(b) 1(10%) 1(10%) 2(10%)(b) 2(10%)(b) 1(20%) 0(20%) over 10 ft to 20 ft(c) 2(20%) 2(20%) 2(20%)(b) 1(20%) NC(20%) 2(20%)(b) 2(20%)(b) 1(40%) 0(40%) over 20 ft to 30 ft 1(40%) 1(40%) 1(40%) NC(40%) NC(40%) I(40%) 1(40%) 0(60%) 0(60%) over 30 ft(k) NC(NL) NC(NL) NC(NL) NC(NL) NC(NL) NC(NL) NC(NL) 0(NL) 0(NL) For SI: 1 ft=0.305 m. NC=Noncombustible NL=No Limits H=Heavy Timber Sizes 84 STANDARD BUILDING CODE°1997 CHAPTER 10 MEANS OF EGRESS SECTION 1001 TABLE 1003.1 GENERAL MINIMUM OCCUPANT LOAD AREA PER 1001.1 Scope 1001.1.1 Provisions of this chapter shall govern the USE OCCUPANTz,a design.construction, and arrangement of elements to pro- (sq ft) ' vide a safe means of egress from buildings and structures. Assembly without fixed seats Concentrated(includes among others,auditoriums, 1001.1.2 In every building hereafter erected, means of churches,dance floors,lodge rooms,reviewing egress shall comply with the minimum requirements of stands,stadiums) 7 net this chapter. Waiting Space 3 net Unconcentrated(includes among others conference 1001.1.3 Means of egress shall consist of continuous and rooms,exhibit rooms,gymnasiums,lounges, unobstructed paths of travel to the exterior of a building. skating rinks,stages,platforms) 15 net Means of egress shall not be permitted through kitchens, Assembly with fixed seats Note 1 Bowling alleys.allow 5 persons for each alley, closets, restrooms and similar areas nor through adjacent including 15 ft of runway,and other spaces in tenant spaces. accordance with the appropriate listing herein 7 net Business areas 100 gross Exception:Means of egress shall be permitted through Courtrooms without fixed seats 40 net a kitchen area serving adjoining rooms constituting Courtrooms with fixed seats Note 1 part of the same dwelling unit or guest room. Educational(including Educational Uses Above ' the 12th Grade) 1001.1.4 When unusually hazardous conditions exist, the Classroom areas 20 net building official may require additional means of egress to Shops and other vocational areas 50 net assure the safety of the occupants. Industrial areas 100 gross Institutional 1001.2 Alterations.A building shall not hereafter be altered Sleeping areas 120 gross Inpatient treatment and ancillary areas 240 gross so as to reduce the capacity of the means of egress to less Outpatient area 100 gross than required by this chapter nor shall any change of occu- Resident housing areas 120 gross pancy be made in any building unless such building con- Library forms with the requirements of this chapter. Reading rooms 50 net * Stack area 100 gross SECTION 1002 Malls Section 413 DEFINITIONS Mercantile Basement and grade floor areas open to public 30 gross For definitions, see Chapter 2. Areas on other floors open to public 60 gross Storage,stock,shipping area not open to public 300 gross SECTION 1003 Parking garage 200 gross OCCUPANT LOAD AND MEANS OF Residential 200 gross EGRESS CAPACITY Restaurants(without fixed seats) 15 net Restaurants(with fixed seats) Note 1 Storage area,mechanical 300 gross 1003.1 Occupant load 1003.1.1 For determining the means of egress required, For SI: 1 sq ft=0.0929 m2. the minimum number of persons for any floor area shall in no case be taken less than specified in Table 1003.1. Notes: 1. The occupant load for an area having fixed seats installed shall be 1003.1.2 The occupant load of any occupancy may be determined by the number of fixed seats.Capacity of seats without determined in accordance with 1003.1 when the necessary dividing arms shall equal one person per 18 inches (457 mm).For aisles and means of egress are provided as approved by booths,one person per 24 inches(610 mm). the building official.An aisle, egress and seating diagram 2. See 202 for definitions of gross and net floor areas. i shall be provided to the building official to substantiate 3. The occupant load of floor areas of the building shall be computed on the basis of the specific occupancy classification of the building. the occupant load. Where mixed occupancies occur, the occupant load of each occu- pancy area shall be computed on the basis of that specific occupan- cy. STANDARD BUILDING CODE©1997 141 1003.2-1004.1.4 1003.2 Measurement of means of egress be used in computing the required capacity of the exits at 1003.2.1 The width of the means of egress shall be deter- that floor. At no point along the exit path may the exit mined from occupants served in accordance with Table width be decreased. When an exit from an upper floor and 1004. a lower floor converge at an intermediate floor,the capac- ity of the exit from the intermediate floor shall be not less 1003.2.2 The width shall be measured in the clear at its than the sum of the required capacities of such upper and narrowest point. Handrails may project 3 1/2 inches (89 lower floors. mm) and door jambs 1 inch(25.4 mm)on each side of the measured width; however, the clear width of doorways 1003.3.6 The minimum width of exitway access corridors shall not be reduced. shall be in accordance with Table 1004. 1003.2.3 Objects projecting from walls with their leading 1003.3.7 Exit access corridors shall have fire resistance edges between 27 and 80 inches (686 and 2032 mm) ratings as specified in Table 704.2.4. above the finished floor shall protrude no more than 4 inches (102 mm) into walks, corridors, passageways, or 1003.4 Elevators,escalators,and moving walks.Elevators, aisles. Free-standing objects mounted on posts or pylons escalators and moving walks shall not be used as a compo- may overhang 12 inches (305 mm) maximum from 27 to nent of a required means of egress. 80 inches (686 and 2032 mm) above the ground or fin- ' ' ished floor. Exception: Elevators shall be permitted to be used as an accessible means of egress for the purpose of providing 1003.2.4 There shall be a minimum headroom of 6 ft 8 egress for people with physical disabilities only when per- inches(2032 mm),excluding stops,from the walking sur- mitted by 1004.3. face to the lowest part of any structural member,fixture or furnishing. SECTION 1004 ARRANGEMENT AND NUMBER OF EXITS Exception: Sloping ceilings permitted by 1203.2. 1004.1 Arrangement of exits 1003.3 Capacity of means of egress 1004.1.1 Exits shall be so located that the distance from 1003.3.1 The width of the means of egress shall be not the most remote point in the floor area, room or space less than the required capacity based on occupant load served by them to the nearest exit,measured along the line from Table 1003.1. of travel, shall be not more than the travel distance speci- fied in Table 1004. 1003.3.2 The capacity of exit stairways constructed in accordance with 1007 shall be not less than the minimum 1004.1.2 Every room or tenant space shall be provided required herein. Exit stairways shall be permitted to be with a minimum of one means of egress. Every room or used as a required exit from all floors which they serve.If, tenant space which has an occupant load of 50 or more for example,three stairways are required to serve the third persons or in which the travel distance from the most floor of a building and a like number are required for the remote point to the entrance to the exit access from the second floor, the total number of stairways required shall room or tenant space exceeds 75 ft (23 m) shall have not be three,not six, and the capacity of the stairway shall be less than two egress doors. determined by the floor having the highest occupant load and not the total occupant load of the building. Exception: Doors in an HPM Facility shall comply with 408.3.9 1003.3.3 The required capacity of an exit access corridor shall be defined as the occupant load using the corridor for 1004.1.3 The common path of travel shall not exceed exit access divided by the required number of exits to 75 ft. which the corridor connects,but not less than the required capacity of the exit element to which the corridor leads. 1004.1.4 Where two or more exits or exit access doors are required,at least two of the exits or exit access doors shall 1003.3.4 The aggregate width of passageways, aisles or be placed a distance apart equal to not less than one half corridors serving as access to exits shall be at least equal of the length of the maximum overall diagonal dimension to the required width of the exit. Where all travel to any of the building or area to be served measured in a straight exit is along the same access to the exit, the width of the line between such exits or exit access doors.The two exits access shall be at least equal to the exit. Where there are or exit access doors shall be so located and constructed to several accesses to an exit, each shall have a width suit- minimize the possibility that both may be blocked by any able for the travel which it may be called on to accommo- one fire or other emergency condition. date. Exception: When exit enclosures are provided as a 1003.3.5 When exits serve more than one floor, only the portion of the required exit and are interconnected by a occupant load of each floor,considered individually,need corridor conforming to the requirements for 1-hour 142 STANDARD BUILDING CODE©1997 TABLE 1004-1004.1.6.3 TABLE 1004 -' TRAVEL DISTANCE,DEAD-END LENGTH,EXIT AND MEANS OF EGRESS WIDTH , MAXIMUM TRAVEL MAXIMUM EGRESS WIDTH PER MINIMUM MINIMUM MINIMUM OCCUPANCY DIST.TO EXIT(ft) DEAD END PERSON SERVED(in) CORRIDOR/ CLEAR OP'G STAIR CLASSIFICATION CORRIDOR AISLE WIDTH OF EXIT WIDTH10 UNSPRK. SPRK. LENGTH(ft) LEVEL12 STAIRS (in) DOORS(in) (in) i Group A 200 250 20 0.2 0.3714 441.10 32 44 Group B 200 250 20 0.2 0.3714 44to 32 44 Group E 200 250 20 0.2 0.3714 722 32 44 Group F 200 2507 20 0.2 0.3714 4410 32 44 Group H NP 10013 20 0.4 0.7 4410 32 44 Group I Restrained - Varies II Varies II 20 0.2 0.3714 48 32 44 Group I Unrestrained 150 200 20 0.2 0.3714 443 369 44 Group M 200 250 20 0.2 0.3714 444,10 32 44 Group R 200 250 208 0.2 0.3714 445,10 32 44 Group S 2006 2506,7 20 0.2 0.3714 44to 32 44 For SI: 1 in=25.4 mm, 1 ft=0.305 m. Notes: 1. See 1019.10.2. 2. For occupant loads less than 100 persons,44 inches may be used. 3. 96 inches shall be provided in areas requiring the movement of beds. , 4. See 413 for covered mall buildings. 5. 36 inches shall be permitted within dwelling units. 6. Maximum travel distance shall be increased to 300 ft if unsprinklered and 400 ft if sprinklered for Group S2 occupancies and open parking structures constructed per 411. 7. See 1004.1.4 for exceptions. { 8. See 1026.1.1 for exceptions. - 9. 44 inches required in areas requiring movement of beds. 10.36 inches acceptable if stair or corridor serves occupant load of less than 50. 11.See 1024.2.6. 12.Applies to ramps,doors and corridors. - 13.For HPM Facilities,as defined in 408,the maximum travel distance shall be 100 ft. 14.Use 0.3 for stairs having tread depths 11 inches or greater and riser heights between 4 inches minimum and 7 inches maximum. rated construction, the exit separation may be mea- responsive devices used to open smoke and heat vents E sured along a direct line of travel within the corridor. shall have a temperature rating a minimum of 45°F (25°C) higher than automatic sprinklers, and a 1004.1.5 Where open stairways or ramps are permitted as response time index (RTI) at least equal to, but not part of the path of travel to required exits,such as between more than three times,that of the automatic sprinklers. mezzanines,balconies and the floor below,the travel dis- Vents shall be capable of being opened by an approved E tance shall include: manual operation. 1. The distance to reach the stair or ramp. 2. The line of travel on a stair measured in the plane of 1004.1.6.2 Smoke and heat vents shall be located so E the stair nosing. that no portidn of the vent opening is directly above or ! 3. The distance from the end of the stair or ramp to the - within 8 inches of sprinklers. exit. 1004.1.6.3 Curtain boards constructed in accordance E 1004.1.6 In one-story Group F and Group S buildings with this section shall be provided to subdivide a vent- __ equipped with automatic heat and smoke vents complying ed building. with this section and sprinklered,the travel distance may be increased to 400 ft(122 m).Smoke and heat vents shall Exception: j ; be constructed and installed in a manner approved by the 1. When a smoke and heat venting system corn- building official. plies with the guidelines of NFPA 204M. 2. When a building is protected by ESFR sprin- 1004.1.6.1 Smoke and heat vents shall not operate klers installed in accordance with NFPA 13 E prior to the activation of the sprinkler system. Heat and NFPA 231 or NFPA 231C. STANDARD BUILDING CODE°1997 143 CHAPTER 11 ACCESSIBILITY FOR PEOPLE WITH PHYSICAL DISABILITIES SECTION 1101 SECTION 1102 GENERAL DEFINITIONS 1101.1 Scope For definitions, see Chapter 2. 1101.1.1 Provisions of this chapter shall govern the design and construction of facilities for accessibility to physical- SECTION 1103 ly disabled persons.These provisions are not applicable in ACCESSIBLE ROUTE areas where state mandated accessibility requirements are in effect. 1103.1 Connecting routes 1103.1.1 Accessible routes within the site shall be provid- 1101.1.2 All buildings and structures,including their asso- ed from public transportation stops, accessible parking ciated sites and facilities,shall be accessible with accessi- and accessible passenger loading zones,and public streets ble means of egress for people with physical disabilities, or sidewalks to the accessible building entrance they as required in these provisions. serve. Exceptions: 1103.1.2 At least one accessible route shall connect acces- 1. Buildings and facilities or portions thereof not sible spaces, elements, facilities and buildings that are on required to be accessible in 1103, 1104, 1105 and the same site. Where only one accessible route is provid- 1106. ed, it shall not pass through kitchens, storage rooms, 2. Areas where work cannot reasonably be per- restrooms, closets or similar spaces. formed by persons having a severe impairment (mobility, sight or hearing) are not required to Exceptions: have the specific features providing accessibility 1. A single accessible route shall be permitted to to such persons. pass through a kitchen or storage room in an 3. Group R3 buildings where there are three or less accessible or adaptable dwelling unit. dwelling units in a single structure, and accesso- 2. In other than the offices of health care providers, ry structures and their associated site facilities. transportation facilities and airports, and multi- ' 4. Temporary structures, sites, and equipment tenant Group M occupancies, floors that are directly associated with the construction process above and below accessible levels,and that have such as construction site trailers, scaffolding, an aggregate area of not more than 3,000 sq ft bridging or materials hoists. (279 m2), and an aggregate occupant load of not 5. In agricultural buildings, access is required only more than 50, need not be served by an accessi- to paved work areas and areas open to the gener- ble route from an accessible level. al public. 6. Access is required only to private garages or car- 1103.1.3 Where floor levels are required to be connected ports that contain accessible parking. by an accessible route,and an interior path of travel is pro- vided between the levels,the accessible route between the 1101.1.3 This section sets minimum requirements for the levels shall also be interior. application of standards for facility accessibility for all persons, including but not limited to occupants, employ- 1103.2 Entrances ees, consumers, students, spectators, participants and vis- 1103.2.1 In each building and structure,and each separate itors. tenancy within a building or structure, at least 50% of its entrances, but not less than one, shall comply with the 1101.1.4 Details, dimensions and construction specifica- accessible route.provisions of CABO/ANSI A117.1. tions for items herein shall comply with the requirements of CABO/ANSI A117.1. Exceptions: 1. Entrances to spaces not required to be accessible Exception: Type B dwelling units complying with as provided for in 1105.4. 1110. 2. Loading and service entrances. 1101.2 Maintenance of facilities. Any building, facility, 1103.2.2 When a building or facility has entrances which dwelling unit, or site which is constructed or altered to be normally serve accessible parking facilities,transportation accessible or adaptable under this document shall be main- facilities, passenger loading zones, taxi stands, public tained accessible/adaptable during its occupancy. streets and sidewalks, or accessible interior vertical access,then at least one of the entrances serving each such STANDARD BUILDING CODE©1997 171 OCOEE WASTEWATER TREATMENT PLANT PRELIMINARY CONSTRUCTION BUDGET STUDY (DESIGN-BUILD) 44' ADMINISTRATION BUILDING (Conventional Construction) $/Unit or Unit/SF $/SF TOTAL Cost for Administration Building Construction (Includes Electrical &HVAC) 5,760 $ 80.00 $ 460,800 ISpecialties (Lockers/Operable Partitions,etc.) LS $20,000.00 $ 20,000 Fire Protection 5,760 $ 1.25 $ 7,200 Site Work at Building Pad Only $ 20,000 I Total Cost for Building Construction Only $ 508,000 10%Design Contingency $ 50,800 ISubtotal $ 558,800 Revised Access Road&Parking Lot Construction 66,000 $. 2.00 $ 132,000 Landscaping, Civil Work&Min. Site Lighting Allowance $ 50,000. 1 Special Foundations Allowance $ 10,000 Subtotal $ 750,800 I20% General Contin. (Overhead/Profit,Insur, Bond&A/E Design Fee) $ 150,160 Total $ 900,960 SAY $ 901,000 Note: I. Does not include Design Criteria Package Fee. 2. Security Fencing to be determined I3. Does not include connections to existing utilities. 1 1 OCOEE WASTEWATER TREATMENT PLANT PRELIMINARY CONSTRUCTION BUDGET STUDY - (DESIGN-BUILD) MAINTENANCE/STORAGE BUILDING (Pre-Engineered Metal Building) 5/Unit or Unit/SF S/SF TOTAL Pre-Fab. Metal Bldg. Material Del. To Site 7,500 $ 11.00 $ 82,500 Man Doors - 7 $ 500.00 $ 3,500 Overhead Coiling Doors 5 $ 800.00 $ 4,000 _ Large Overhead Coiling Doors 3 $ 1,500.00 $ 4,500 Concrete Slab(Building Only) 7,500 $ 4.00 $ 30,000 Concrete Block Walls-4' high&Interior CMU Walls $ 20,000 Insulation 14,000 $ 0.37 $ 5,180 Erection 7,500 $ 2.50 $ 18,750 Plumbing $ 3,000 Fire Protection 7,500 $ 1.25 $ 9,375 ' HVAC (Incl. Ventilation &Welding Hood) $ 10,000 Electrical 7,500 $ 2.50 $ 18,750 Bollards,Welding Curtain&Misc. $ 8,000 Site Work at Building Pad Only $ 20,000 Total Cost for Building Construction Only $ 237,555 10%Design Contingency $ 23,756 Subtotal $ 261,311 I Parking Lot Construction 50,000 $ 2.00 $ 100,000 Toilet(H.C. Accessible) 1 $ 6,500.00 $ 6,500 Landscaping&Civil Work Allowance $ 30,000 Special Foundations Allowance $ 10,000 Subtotal S 407,811 20% General Contingency(Overhead/Profit,Insur. &Bond) $ 81,562 Total $ 489,373 SAY $ 490,000 Note: I. Does not include Design Criteria Package Fee. 2. Walkway Covers to be determined. ' March 3, 1998 IMPROVEMENTS TO THE A.D MIMS ROAD OCOEE WASTEWATER TREATMENT PLANTIMAINTENANCE BUILDING PROPOSED'PROJECT>'SCHEDULE: :9998:: 1999' Activity Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Finalize Program W.O.#9 Commission Apprvl W.O.#11 0 ,,, Notice to Proceed W.O.#11 V L B9 Design Criteria Pkg W.O.#11 Client Review Bidding/Contract Negotiations -7 71 Contract Award W.O.#11 Construction Doc Peer Review Construction GEE &JENSON Engineers•Architects.Banners,Inc. "GEE&JENSON .130- r p . -=---1=1)11- ---j")=1----= ==..--,== 1,---.,=r-L.-• 0./CIRICur SlONNY OIROLM mArdllixur.. Won POMP. . ..ti KM AKA [ VII•011 1 %WINO MOM r I I i ,—T--, — FLOOR PLAN 11111 111 111111 1111111111111111 11 1 1111 011111111111111111111111 .11111111111111111 I 111111111111111111 I II II 1111111 Effill gli -... ,,. rderialicauWeaAliriker.7iginTrinii.: 1 t.immasaraAraw rr ,,,,,-, _ 4 BUUNNO ELEVATION ....C!._. ......----- ....,--. 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I EMT.9TE MOIENIIIEs To'.�''' ',^.^Ily`}',,,•1!7 '/I .. �' , '( o,, S' / 0' i1 �V i 5 '/J i i' .} 1 N 07.t CA-' /3� • I jP III%/%/%//// II ;LF fir' \\� 9y , `; _ ./ B• Al ., "-J--� ' FUTURE BUILDING PHASES µ aM l CONCEPTUAL SITE - WASTEWATER TREATMENT PLANT CITY OF OCOEE 3-0.98 50 25' 0 50' 000' ISO' 1 I 1