Sitework. All utilities (water, sanitary, storm, electric, natural gas, telephone, cable TV and fiber optic) brought to the property line by Owner shall be tied into the building services by Design-Builder. Domestic water service shall be sized for a Class A office building per the Mechanical Engineer’s direction. A meter pit will be provided as required per local standards. The fire main, Siamese connections, hydrants, and any post indicator valves will be installed as required to satisfy local fire department requirements. The gas company/mechanical contractor will provide the gas service to the building, if not provided by utility company. Building foundations are to be designed based upon soil conditions and engineering requirements as included in the geotechnical report. System to include augercast piles and spread footings in sufficient quantity and size to support the building design loads. Architectural precast or tilt-up concrete wall panels may be utilized as building skin elements. The wall panels are typically 6” thick. All panels shall include drip edges and all glass windows shall be recessed a minimum of 2” from the face of the panel. Outline Specifications Medpace Building 200 Exhibit B June 3, 2011 Cement masonry units may be provided as necessary for “screen” walls, equipment rooms, firewalls, etc. The masonry walls shall be designed by the structural engineer and coordinated by the architect. Floor-to-floor heights are 15’-0” 1-2 and 14’-0” 2-3-roof to allow for 10’-0” ceiling heights. Floors will be designed for a total minimum live load of 100 psf (80 LL + 20 Part. Load) for joist frames and 50 psf LL + 20 psf Part. Load for composite beam frames with reductions as permitted by code. For both beam and joist buildings, all corridors, stairs and public areas will be designed for 100 psf live load. All roof loads, snow loads, wind loads and earthquake design data shall be as per the applicable code. Floors should be designed with a minimum expected vibration (bouncing) due to foot traffic of the occupants in a typical office layout. The maximum expected floor acceleration due to the impact of walking individual is 0.5% x g (g is the ground acceleration of 32.2 ft/sec ^2). The criteria used are according to Chapter 4 of the AISC Design Guide Series 11 for Floor Vibration due to Human Activities, published in 1997. Lateral bracing shall be designed for minimum interference and maximum flexibility with the tenant space plan. All stair rails are to be 11/4” std pipe rail with 1/2” pickets. All stair treads are to be concrete pan filled with a minimum of three (3) stairwells. Window cleaning roof davits and lifeline tiebacks shall be designed and incorporated to meet the requirements of ANSI/IWCA 1-14.1-2001 Public restroom vanity tops shall be solid surface. Rough blocking will be installed as required for wall hung fixtures, toilet accessories, toilet partitions, stair handrails, roof blocking, etc. Plywood backboards shall be provided for all electrical rooms for telephone systems. All lumber is to be pressure and/or fire treated where required by code. Outline Specifications Medpace Building 200 Exhibit B June 3, 2011 Elevator pits will be waterproofed. The waterproofing contractor shall provide a 5-year warranty. Fireproofing will be provided as required to meet the code requirements. The architect shall identify required rating for the assembly based upon selected product and the steel shapes/thickness utilized. The roof system shall be a single ply, .060 inch thickness, reinforced white, mechanically attached, membrane system complete with all required flashing. Insulation to be polyisocyanurate as dictated by Energy Code. The Roofer will provide the manufacturer’s 20-year membrane warranty, and the manufacturer’s 10-year watertight warranty. The roof shall also have the contractor’s 2-year warranty covering all other roof related items. Precast concrete roof pavers are included at each rooftop HVAC unit on the building roof. Silicone joint sealant shall be used at all exterior precast and aluminum joints. Silicone should be tested to ensure that bleeding will not occur as well as adhesion testing to ensure proper priming and surface preparation. The exterior joint sealants shall have a 5-year manufacturer’s warranty on material and installation.
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Sitework. All utilities (water, sanitary, storm, electric, natural gas, telephone, cable TV and fiber optic) brought to the property line by Owner shall be tied into the building services by Design-Builder. Domestic water service shall be sized for a Class A office building per the Mechanical Engineer’s direction. A meter pit will be provided as required per local standards. The fire main, Siamese connections, hydrants, and any post indicator valves will be installed as required to satisfy local fire department requirements. The gas company/mechanical contractor will provide the gas service to the building, if not provided by utility company. Building foundations are to be designed based upon soil conditions and engineering requirements as included in the geotechnical report. System to include augercast piles and spread footings in sufficient quantity and size to support the building design loads. Architectural precast or tilt-up concrete wall panels may be utilized as building skin elements. The wall panels are typically 6” thick. All panels shall include drip edges and all glass windows shall be recessed a minimum of 2” from the face of the panel. Outline Specifications Medpace Building 200 300 Exhibit B June 3, 2011 Cement masonry units may be provided as necessary for “screen” walls, equipment rooms, firewalls, etc. The masonry walls shall be designed by the structural engineer and coordinated by the architect. Floor-to-floor heights are 15’-0” 1-2 and 14’-0” 2-3-roof to allow for 10’-0” ceiling heights. Floors will be designed for a total minimum live load of 100 psf (80 LL + 20 Part. Load) for joist frames and 50 psf LL + 20 psf Part. Load for composite beam frames with reductions as permitted by code. For both beam and joist buildings, buildings all corridors, stairs and public areas will be designed for 100 psf live load. All roof loads, snow loads, wind loads and earthquake design data shall be as per the applicable code. Floors should be designed with a minimum expected vibration (bouncing) due to foot traffic of the occupants in a typical office layout. The maximum expected floor acceleration due to the impact of walking individual is 0.5% x g (g is the ground acceleration of 32.2 ft/sec ^2). The criteria used are according to Chapter 4 of the AISC Design Guide Series 11 for Floor Vibration due to Human Activities, published in 1997. Lateral bracing shall be designed for minimum interference and maximum flexibility with the tenant space plan. All stair rails are to be 11/4” std pipe rail with 1/2” pickets. All stair treads are to be concrete pan filled with a minimum of three (3) stairwells. Window cleaning roof davits and lifeline tiebacks shall be designed and incorporated to meet the requirements of ANSI/IWCA 1-14.1I-14.1-2001 Public restroom vanity tops shall be solid surface. Rough blocking will be installed as required for wall hung fixtures, toilet accessories, toilet partitions, stair handrails, roof blocking, etc. Plywood backboards shall be provided for all electrical rooms for telephone systems. All lumber is to be pressure and/or fire treated where required by code. Outline Specifications Medpace Building 200 300 Exhibit B June 3, 2011 Elevator pits will be waterproofed. The waterproofing contractor shall provide a 5-year warranty. Fireproofing will be provided as required to meet the code requirements. The architect shall identify required rating for the assembly based upon selected product and the steel shapes/thickness utilized. The roof system shall be a single ply, .060 inch thickness, reinforced white, mechanically attached, membrane system complete with all required flashing. Insulation to be polyisocyanurate as dictated by Energy Code. The Roofer will provide the manufacturer’s 20-year membrane warranty, and the manufacturer’s 10-year watertight warranty. The roof shall also have the contractor’s 2-year warranty covering all other roof related items. Precast concrete roof pavers are included at each rooftop HVAC unit on the building roof. Silicone joint sealant shall be used at all exterior precast and aluminum joints. Silicone should be tested to ensure that bleeding will not occur as well as adhesion testing to ensure proper priming and surface preparation. The exterior joint sealants shall have a 5-year manufacturer’s warranty on material and installation.
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