Broadway Plaza -...

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1275 Broadway Plaza, Walnut Creek, CA 94596 Broadway Plaza Tenant Design Criteria Section t Technical Criteria Updated: April 2017

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Page 1: Broadway Plaza - assets.macerichepicenter.comassets.macerichepicenter.com/FileManager/Property...1275 Broadway Plaza, Walnut Creek, CA 94596 Broadway Plaza Section t Technical Criteria

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Tenant Design CriteriaSection t Technical Criteria

Updated: April 2017

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Tenant Design Criteria t2

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Section t Technical CriteriaUpdated: April 2017

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

July 2014 Manual Created

October, 2014 At grade level electrical conduit is not allowed to be installed in the slab (t9, #10)

December, 2014 System Design, heat pumps are allowed (t11)

Building Management System, Eliminate paragraph requesting Tenant to connect to the Mall’s existing Energy Management System. (t13)

General Requirements, #1 All food use Tenants are required to install a Pulper or Liquid Waste Extractor (LWE) within their Premises to eliminate liquid from Tenant’s waste. (t14)

# 26 Tenants w/fryers or other equipment creating oil/grease waste that does not run through the interceptor are to provide for their own hauling/recycling within their own Premises. (t16)

Wiring language updated (t9, #8)

January, 2015 Languageregardingthewaterproofingmembraneonpaget15 revised. (t15)

February, 2016 In System Design, added detail regarding mounting of roof top units (t11)

April, 2016 Changes in Electrical Criteria, Mechanical Criteria, Plumbing Criteria, Structural Criteria, added Garage C / Building 3 Tenant Deck Attachment Guidelines (t7 - t23)

AddedWaterEfficiencylanguage(t15)

February, 2017 New BP Photo pg (t1)

ADDENDUM LOGApril, 2017 Removed previous telephone language (t10) Replaced with language regarding Communications Services (t10)

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Section t Technical CriteriaUpdated: April 2017

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TECHNICAL CRITERIA

General Criteria t4-t5

Electrical Criteria t6-t10

Mechanical Criteria t11-t13

Plumbing Criteria t14-t16

Structural Criteria t17-t23

TABLE OF CONTENTS

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Technical DesignSection t Technical CriteriaUpdated: April 2017

GENERAL CRITERIA

INSULATION CRITERIA

1. All roof areas above conditioned space (except 2nd level deck above conditioned space) to have CRRC certified Cool Roof roofing with the following minimum values:

Reflectance (aged 3 years): 55% Emittance (initial): 75% 2. Roof Insulation Typical requirement is R-30 on metal deck. 3. Concrete deck above the subject conditioned space shall have

minimum R-16 batt insulation between the flanges and minimum R-8 batt insulation covering the flanges.

4. Exterior framing wall insulation, including any portion of the storefront

that is not glazing, must have minimum R-19 batt insulation between framing, plus R-6 continuous insulative sheathing on outside of the wall framing members.

SLAB CRITERIA

BUILDING 3For all slab penetrations refer to the special criteria starting in the Structural section on page t17.

BUILDINGS 1, 2, 3, 4, 5, 6 and 7 1. All of the Tenants at Broadway Plaza open out into the exterior at

the storefront and the exterior walkways have varying slopes. It will be the Tenant’s responsibility to modify the slab at their entryway as necessary to meet the exterior walkway and maintain ADA accessibility

2. Where a Tenant in these buildings utilizes any pop-out allowed per the LOD, the Tenant is responsible for removing the necessary section of concrete neutral band and pouring the additional slab to support their storefront. (see B/t5)

BUILDINGS C1, C2 and D2Where a Tenant in these buildfings utilizes any pop-out allowed perthe LOD the Tenant is responsible for pouring the additional slab, including necessary footings and dowel tie-ins, to support their storefront.

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Technical DesignSection t Technical CriteriaUpdated: April 2017

GENERAL CRITERIA

6”

LANDLORD SLABLANDSCAPE PAVING

TENANT LEASE LINE

LANDSCAPE NEUTRAL BAND

TENANT SLAB RECESS DETAIL

1’-6”

6”1’-6”

LANDLORD SLABNON-SHRINKGROUT DOWELLEDINTO SLAB. BY TENANT

THIS SECTION OF CONCRETE LANDSCAPENEUTRAL BAND TO BE REMOVED BY TENANTAS NEEDED FOR CONSTRUCTION OF POPPED-OUT STOREFRONT

TENANT SLAB DETAIL AT POP OUT

4”

LANDSCAPE PAVING

TENANT LEASE LINE

CONCRETE LANDSCAPE NEUTRAL BAND

A - SLAB EDGE DETAIL FOR TENANTS IN BUILDINGS 1, 2, 3, 4 AND 5 W/NO POP-OUT

B - SLAB EDGE DETAIL FOR POPPED-OUT TENANTS IN BUILDINGS 1, 2, 3, 4 AND 5

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Tenant Design Criteria t6

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Technical DesignSection t Technical CriteriaUpdated: April 2017

General Design/Construction Coordination

The electrical criteria is provided for the purpose of designing the Tenant’s electrical system. This criteria is provided as a guideline for Tenant’s Engineer. It is the Tenant’s responsibility to verify existing conditions and comply with all applicable codes and standards.

Complete Engineered drawings must be submitted to the Landlord’s Tenant Coordinator for review and approval. Landlord will review the plans for conformance to basic Mall requirements. The Landlord does not review for electrical design, nor does the Landlord accept responsibility for the Tenant’s adherence to governing codes.

The documents to be submitted for Landlord approval must include the following:

1. Complete plans and specifications for all electrical work, including lighting, power and one line riser Diagram. Documents must be signed and sealed by a Licensed Engineer in the state where the Shopping Center is located.

2. Drawings must include panel schedules, load calculations and meter information.

3. Structural drawings must be submitted for all equipment that will be suspended from the steel structure.

4. Lighting plan 1/4” scale.

5. Electrical riser diagram, including circuit breaker sizes and all feeders, fuses, disconnect switches and main breakers.

6. Electrical panel(s), schedule(s), including circuit breaker sizes and all connected loads.

7. Lighting fixture schedule, including type of fixture, lamps, mounting, wattage, quantities and manufacturer’s catalog number.

8. Fire/Smoke alarm system controls and inter connections.

9. HVAC control schematic.

10. Voltage drop based on actual loads shall be indicated on the on line riser diagram for all feeders, sub-feeders per NEC.

11. Equipment and materials specifications.

12. Smoke exhaust fan control and connection details.

13. Include fault current ratings and fault study.

14. Title 24 state energy calculations.

Power Source

All work required to connect Tenant to the main power source must be performed by Landlord approved electrician, at Tenant’s expense. Exceptions to this requirement may be granted by the Tenant Coordinator. Tenant is responsible for feeders to the Tenant space, installation of a dry type transformer, panels and complete distribution throughout the Tenant space. Power metering information is pending.

Landlord will make available the main power source for Tenant’s connection. Power source will be 277/480v 3 phase, 4 wire and will be available in the nearest Mall electric room. Tenants are responsible for installation of the fused buss duct disconnect switch and must pull the feeder wires to the Tenant’s demised premises. Landlord will provide an empty 2” conduit with pull-wire from the mall electric room to the Tenant space. If a larger conduit is required, Tenant is responsible for installation of same from the power source to the demised premises.

ELECTRICAL CRITERIA

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Technical DesignSection t Technical CriteriaUpdated: April 2017

General Requirements

1. Conduit and raceway hangers, clamps, light fixtures, junction boxes, supports, etc. must be fastened to joists and/or beams. Do not attach directly to the slab, roof deck, ductwork, piping or conduit above.

2. Tenant’s equipment in the Mall electric room must be clearly identified with Tenant’s name and space number per Landlord’s specifications.

3. Provide access panels at all junction box locations and at smoke detectors above the ceiling.

4. All outlet boxes, floor boxes, wire raceways, power/telephone poles, plug-in molding, wiring devices, hanger supports and other items required for a complete distribution must be furnished and installed by Tenant.

5. Furnish and install power to roof top units, water heater, store fixtures, signage, music systems and any other fixtures or equipment provided by Tenant. All cutting and patching must be provided by Tenant.

6. Tenant shall install feeder wires through the main electrical service conduit. Final connections at the main electrical switch located at the Landlord’s metering switchboard will be done by Landlord’s electrical contractor and paid for by Tenant.

7. Tenant shall install all electrical work necessary for a complete electrical distribution system within the premises, including, without limitation, transformers, electrical panels and disconnects.

8. Tenants in Building 3 will run their transformer grounding wire to a common grounding electrode conductor run through the basement for that purpose. All other buildings are to ground to building steel.

Electrical Panels

1. As required, provide lock-on devices on panel circuit breakers for exit and emergency lights and fire/smoke alarm system.

2. Panel connected loads within the demised premises and main feeder conductors from Landlord’s meter section to panel must be balanced within plus or minus 10% across all phases.

3. Lighting panel boards shall be of the three phase, four wire circuit breaker type. Cabinet shall be constructed of code-gauge steel, having not less than four inch (4”) gutter space on all sides. Doors shall be hinged with keyed cylinder locks and all locks shall be keyed alike. Circuit breakers shall be the thermal magnetic type with molded case with all two (2) and three (3) pole breakers of the common handle type. Distribution panels shall be of the convertible type utilizing automatic circuit breakers or fuses. Tenant shall be required to install a main circuit breaker or manual disconnect within the Tenant’s space.

4. Lighting panels shall have quick-lag molded case breakers bolted to buss. Half-size or tandem breakers or plug-ins shall not be allowed. Distribution panels shall be either fusible-type (with quick-make, quick-break interrupter switches) or molded case circuit breaker type.

5. Furnish a complete typewritten identification directory card for all branch circuits in the panel door.

6. Panels shall have “bolt-on” breakers.

7. Tenant to provide a main disconnect switch inside the Tenant’s space at eye level. Disconnect to be primary to any other electrical equipment in the space.

Conduits and Wires

1. Tenant shall extend Landlord’s conduit, as needed, within the Tenant space to Tenant’s main switch transformer and/or panel board.

2. Tenant shall install feeder wires through the main electrical service and make the final connections to the main electrical switch located at the meter section distribution point using the Landlord approved contractor at Tenant’s expense.

ELECTRICAL CRITERIA (cont’d.)

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Technical DesignSection t Technical CriteriaUpdated: April 2017

3. All main feeder wires from the main electrical meter section protective device shall be sized to meet NEC/CEC. Main service feeders, as a minimum shall be treated for the sum of all loads, plus twenty-five precent (25%) spare capacity. Branch circuits connected loads shall not exceed eighty (80%) of rated capacity.

4. Minimum circuit wire size shall be #12 AWG excluding control wiring. All main and branch circuitry shall be copper. All wiring is to have 600 volt insulation. Type THWN/THHN for main feeders. All wiring shall be color coded per NEC. Same color shall identify same phase throughout the system.

5. Panel connected loads within the Tenant space and main feeder conductors (from Landlord meter section to panel) shall be balanced within plus or minus ten percent (10%) across all phases.

6. All conduits shall be concealed in finished areas and held tight to structure. Minimum conduit shall be one-half inch (1/2”) trade size. Conduit concealed in slab shall be minimum three quarter inch (3/4”) trade size. No conduit shall be allowed to be installed in the slab unless absolutely necessary.

7. All wiring shall be installed in conduit. Conduit shall be galvanized steel, rigid heavy wall or electrical metallic tubing. Watertight fittings shall be used where required by code. No exposed EMT or PVC where subject to mechanical damage (none below 7’ - 6”).

8. Conduit hangers, clamps, light fixture supports etc. shall be fastened to bar joists or beams. No attachment or support from any roof deck is allowed. Exposed conduits shall be in straight lines parallel with or at right angles to column lines or beams and separated at least six inches (6”) from water or gas lines wherever they run alongside or across such lines.

9. Flexible metal conduit shall be used only for connections inside casework and as the final connection four feet (4’-0”) max. length and minimum one-half inch (1/2”) electrical trade size to recess fixtures or motors and electrical equipment that may generate vibration through the conduit system. No BX, AC or Romex type wiring can be allowed.

10. Furnish liquid-tight flexible conduits for outdoor installations. Floor boxes shall be watertight with cast threaded conduit.

11. Pull boxes or junction boxes are required to be of minimum twelve (12) gauge galvanized steel. Boxes in walls shall be galvanized pressed steel or cast metal. Caulk around boxes to eliminate noise transmission.

12. The electrical system serving the Tenant space shall be grounded in accordance with the latest requirements of the NEC. Step-down transformers shall be grounded to the main cold water pipe in the demised space.

13. Ground fault circuit interrupter shall be installed in branch circuits where required by code.

14. Prior to making any conduit, pipe or duct-roof penetration and/or positioning any equipment on the roof, all the proposed locations and/or penetrations must have Landlord’s final approval. Waterproofing of any installation shall be performed by the Landlord’s authorized contractor at Tenant’s sole expense.

Lighting

Provide a lighting schedule for review in conjunction with a reflected ceiling plan. Lighting must conform to the following guidelines:

1. Display window lighting must be controlled by a time clock and be on during the hours the Shopping Center is open. Display window lighting at the ceiling must be glare-free and at approved levels at the storefront glass line and not hang down below the top of storefront glass.

2. Recessed incandescent down lights may be used.

3. Exit, emergency and night lights must be provided throughout, as determined by governing codes.

ELECTRICAL CRITERIA (cont’d.)

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Technical DesignSection t Technical CriteriaUpdated: April 2017

4. Fluorescent lighting in the sales area must be recessed and must use metal parabolic louver type lenses with a minimum of 18 cell configuration for a standard 2’ x 4’ fixture. Bare lamp fluorescent or fluorescent fixtures with acrylic prismatic lenses may be used only in concealed areas or stock rooms.

5. Track lighting may be used if the track is painted to match the ceiling color.

Tenant is responsible for lighting system control, including connection to the Building Management system and connection to the Fire Alarm system. All emergency lighting, exit signs, horns and strobes must be provided by Tenant as required by code.

Material/Equipment Specifications

1. Drawings must include complete material specifications including manufacturer’s name and product number and complete schedules of all equipment and fixtures to be installed.

2. All material and equipment must be new and of a commercial grade and must bear Underwriter’s labels where such labeling applies.

3. Floor boxes must be watertight.

4. Pull boxes or junction boxes must be a minimum of 12 gauge galvanized steel outlets. Boxes in walls must be galvanized pressed steel or case metal. Caulk around boxes to eliminate noise transmission.

5. All main and branch feeders and circuitry wiring must be copper. All conductors to have 600 volt insulation type THW, THWN or THHN.

6. Convenience receptacles must be specification grade, 120 volt, 20 amps and be grounding type per NEC.

7. Manual or magnetic starters, switches, contactors, relays, time switches, safety devices, dimmers and other controls must be commercial type with heavy duty ratings and must be installed in strict conformance with the manufacturer’s recommendation and applicable codes.

8. Any exposed low voltage wiring must be plenum graded.

9. All wiring of any type must be installed in conduit or must be armored cable (BX). Armored cable will only be allowed for concealed branch circuit wiring within the demised premises. Exposed and/or open wiring of any kind will not be allowed. Flexible conduits must be used for connections to vibrating equipment.

10. At grade level electrical conduit may be installed at least 4” under the slab and must be in Schedule 40 PVC conduit. But never allowed to be installed in the slab or less than 4” below slab

11. All gear/panels must be labeled per Landlord’s specifications - see Operations Manager for details.

Misc Items

1. Transformers may not be suspended from the structure and are to be floor supported platform mounted. Dry type transformers shall be class H rated, 480 volt primary to 120/208 volt, three phase, four-wire secondary capacity adequate to service Tenant’s requirements. Noise level is limited to a maximum of fifty (50) DB average, measured at a distance of one foot (1’ - 0”) from the case, per NEMA Publication No. TR-10-1960 or the latest revision thereof.

2. The electrical system serving the Premises shall be grounded in accordance with the latest requirements of the NEC. System shall be grounded to the main cold water pipe in the demised space.

3. As required by governing codes, furnish self contained, battery pack emergency lighting and exit signs throughout the demised premises.

4. Motors 3/4 HP or more shall be 208 volts, 3 phase or 480 volts, 3 phase.

5. Manual or magnetic starters, switches, contacts, relays, time switches, safety devices and other controls shall be commercial type with heavy duty ratings and shall be installed in strict conformance with the manufacturer’s recommendations and applicable codes. Manual switches used as equipment disconnect shall have overload protection.

ELECTRICAL CRITERIA (cont’d.)

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Technical DesignSection t Technical CriteriaUpdated: April 2017

6. Engraved phenolic nameplates are required on distribution panels, motor starters, lighting panels and push button stations, etc.Tenant shall provide weatherproof GFI 120 volt duplex outlet on the roof mounted HVAC unit.

7. All devices and equipment in finished areas shall be flush mounted where possible.

8. No lighting can be installed outside the Tenant space, in the common area and/or ceiling for storefront lighting or sign illumination.

9. Tenant’s general contractor shall be required to provide temporary weatherproofing for all roof penetrations until Landlord’s roofing contractor has made the final patch.

10. If not already provided, Tenant’s electrical contractor shall furnish as identification a nameplate on Tenant’s main disconnect switch in Landlord’s meter section. Nameplates to be per Landlord’s specification. See Operations Manager for further details.

11. Tenant shall provide and install complete telephone service support facilities as required by the serving Telephone Company using a Landlord approved contractor. All Tenant telephone equipment is to be contained within the Tenant’s space. Tenant shall furnish a telephone backboard, a 120 volt, 20 amp duplex outlet on a separate circuit. Where Tenant does not have direct access to a service corridor. Tenant to install telephone cables back to telephone terminal board. Tenant shall make application to the serving Telephone Company for service and shall comply with their requirements. Tenant’s telephone equipment is not permitted in Landlord’s corridors. Tenant’s telephone equipment is not permitted in Landlord’s telephone equipment room.

12. Tenant shall install a local audible smoke alarm in their storage, preparation and sales area hard wired to Tenant’s electrical system and shall furnish any other alarm system as may be required by local governmental authorities.

13. Any Tenant provided HVAC system shall be powered off Tenant’s electrical system. Tenant shall provide all power and control wiring, including final connection. System shall be connected to Landlord’s Central Fire Alarm System.

14. All Tenant roof equipment shall be properly labeled with equipment name and retail space number per Landlord’s specification. See Operations Manager for further details.

Communications Services

1. Landlord has installed a high-speed fiber infrastructure at the Center for purposes of providing voice and data access throughout the Center. All access for Tenant’s voice and data services must be sourced through Landlord’s designated provider which is currently Granite Telecommu-nications or such alternative provider as designated by Landlord. The vendor contact for voice and data services can be found in the Tenant Criteria Package under General Information.

2. For all wiring needs in common electrical rooms, a required vendor must be used to maintain the integrity of the electrical room. The vendor con-tact for low voltage wiring needs can be found in the Tenant Criteria Pack-age under General Information.

Fire Alarm System - Life Safety

1. Buildings 1-7 have a common fire alarm system for all Tenants to tie into. Contact the mall required fire alarm vendor for specific requirements.

ELECTRICAL CRITERIA (cont’d.)

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Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

General Design/Construction Coordination

The mechanical criteria is provided for the purpose of designing the Tenant’s heating, ventilating and air conditioning system. This criteria is provided for Tenant’s Engineer. It is the Tenant’s responsibility to verify existing conditions and comply with all applicable codes and standards.

Complete Engineered drawings must be submitted to the Landlord’s Tenant Coordinator for review and approval. Landlord will review the plans for conformance to basic Mall requirements. The Landlord does not review for mechanical design, nor does the Landlord accept responsibility for the Tenant’s adherence to governing codes.

The documents to be submitted for Landlord approval must include the following:

1. Complete plans and specifications covering the heating, ventilating and air conditioning system. Show make, type and performance of all equipment. Documents must be signed and sealed by a Licensed Engineer in the state where the Shopping Center is located.

2. Calculations showing the heating and cooling required, including transmission and ventilation losses in the space and heat and cooling provided for the ventilation supply and exhaust required for the space.Calculations shall be as described in “Load Calculations” included below.

3. Temperature control system data showing make, control and energy management systems.

4. Exhaust system layout including CFM and equipment specifications.

5. Structural details for support of all roof top equipment and equipment suspended from the steel structure.

SYSTEM DESIGN

For first floor Tenants in Buildings 1 and 2 and Tenants in Building 3, the Landlord will provide: a common outside air (OSA) duct main and a common toilet exhaust duct main stubbed to the Tenant’s Premises.

For 1st level Tenants in Buildings 2 and 2 only the Landlord will provide verticle pipe/conduit chases for Tenant-provided control wiring, refrigerant piping and power wiring to a roof penetration.

For spaces in single level buildings or upper-level spaces, the Tenant is to provide all their own roof penetrations, outside air and venting.

Tenants installing their own systems are required to utilize a split design or roof top package unit. First Floor Tenants in Buildings 1 and 2 and Tenants in Building 3 shall provide their own split system air conditioning. Tenant shall verify refrigerant pipe lengths and coordinate pipe routing with the Landlord. Where the length exceeds standard piping lengths, Tenant shall design system in accordance with manufacturer’s long line application guidelines providing all recommended devices such as hard-start kits, TXV’s, solenoid valve, and so forth. All roof top equipment must be powered from the Tenant’s own electrical panel.

All other Tenants shall have the option of installing a system as described above or may provide package roof-top air conditioning. Tenants are to provide either gas/electric units or cooling only units with a minimum cooling efficiency of 12.7 EER. HVAC refrigerant shall meet zero-ozone-depletion standards.

In most cases, the Tenant HVAC units shall be located on the roof in an approved location as designated by the on site Tenant Coordinator. Building 3 Tenant HVAC units will be mounted to one of four locations depending on the location within the building the space is located. The locations are: in a mechanical enclosure on the roof, mounted to the outside of the rear demising wall, suspended from the deck in the basement or on the roof over the front of the space. See on site Tenant Coordinator for your specific location.

MECHANICAL CRITERIA

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Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

Tenant shall design and install an air conditioning and heating system to serve the demised premises, based upon the following design conditions:

1. Minimum outside air quantities shall meet Title 24 or required by ASHRAE standard 62.1-2004 or the applicable local governing code whichever is more stringent.

2. Winter: Outside temperature 39 degrees F (DB)

3. Winter: Inside temperature 70 degrees F (DB) (minimum throughout the demised space). Provide supplementary heating as required and in compliance with all applicable codes.

4. “R” factor of roof is R30. “R” factor for walls is R19.

5. Tenant’s engineer is to design and Tenant’s contractor is to install the entire Mechanical System. Any and all rooftop equipment must be located within the allocated roof top space as designated by the on site Tenant Coordinator.

Load Calculations

The Tenant must perform all calculations in accordance with methods set forth in the latest American Society of Heating, Refrigeration and Air Conditioning Engineers’ Guide and Data Book and in accordance with good engineering practice. All calculations must be tabulated in a concise, orderly manner.

Heating load calculation: All spaces must be calculated to maintain the minimum space temperatures in sales and public spaces of 68°F.

Cooling load calculation: All spaces must be calculated to maintain the minimum space temperature of 73°F and a maximum relative humidity of 55°F and shall take into account all interior heat producing items such as people, equipment, roof and exterior walls.

The Tenant is required to submit calculations indicating the heating and cooling loads for the space and calculations for exhaust and make-up air.

Tenants must design for a maximum noise criteria of NC40 for all spaces except kitchens and other similar work areas.

Exhaust Requirements

1. Tenants whose operation produces objectionable odors such as restaurants, pet shops, hair salons, nail salons and the like must maintain 10% negative air pressure with respect to the Mall by providing make-up air equal to 90% exhaust air volume. Tenant may be required to provide, at Landlord’s discretion, a separate make-up outside air supply system to balance Tenant’s exhaust system. Spaces that require exhaust must be designed to provide negative air pressure relative to adjoining conditioned spaces to prevent odor transfer.

2. Roof mounted exhaust fans must be ducted to ceiling grilles located approximately in the center and rear of the demised premises and specifically near the area where the odors are generated. The system shall be designed to cause the exhaust air to gravitate from the Mall common area to the odor producing area and then exhausted out.

3. Air filtration systems and bathroom exhaust fans are not acceptable solutions.

4. The exhaust fan must be interlocked with the light switches for the store customer service area.

5. The combined HVAC and exhaust system must be in operation during all hours that the Tenant is open for business.

Kitchen Exhaust Systems

Kitchen exhaust systems are subject to Landlord’s review to ensure the exhaust does not compromise the ventilation air of adjacent Mall roof top units. Kitchen exhaust systems are subject to the following criteria:

1. The exhaust fan must be a SWSI centrifugal fan which must be fitted with a minimum 10’-0” stainless steel upblast. Guy wires must be attached to the roof in order to secure the stack. Use the Mall roofer for connection of the guy wires.

MECHANICAL CRITERIA (cont’d.)

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Technical DesignSection t Technical CriteriaUpdated: April 2017

2. A “Grease Guard” grease containment system (or approved equal) must be installed to protect the Landlord’s roof. A quarterly maintenance program must be in-place for the grease containment units. Proof of the maintenance contract must be presented to Landlord prior to the store opening.

Roof Penetrations

1. All equipment must be installed a minimum of 6” above the roof. No equipment can sit directly on the roof. If use of roof top units, roof-type supplemental supply, condensing units or exhaust air units by the Tenant is permitted by the Landlord, units must be located on that part of the roof of the building directly above the demised premises as designated by Landlord. Tenant must provide and install all necessary piping and other necessary appurtenances for the operation of the roof top equipment. To the extent any of Tenant’s equipment is to be located on the roof, the Tenant agrees to erect roof units in accordance with the requirements of the Landlord and the Tenant further agrees to repair any and all damage to the roof and structure caused by hoisting installation and the maintenance and/or servicing of such equipment, all of which must be at the sole cost and expense of the Tenant.

2. The Tenant must furnish and install all curbs, supports, lintels, pipes, ducts, vent caps, air inlets, exhaust hoods, louvers, flashings, counterflashing, etc.as required for any equipment requiring openings through the roof and/or exterior walls. The use of curb adapters is not allowed.

3. The Landlord has the right to inspect the quality of the work and approve locations and, if found unsatisfactory, reject same.

4. All cutting, patching and restoring of roofing is to be done by the Landlord’s roofing contractor at the Tenant’s expense. All repairs, maintenance and damage to the roof and/or building due to Tenant’s installation must be at the Tenant’s cost and expense.

Building Management System

Duct mounted smoke detectors are required and must be connected to the main fire alarm panel, if applicable. Each duct smoke detector must have a remote key operated reset/test device mounted within the Tenant space and an addressable relay module. Use Landlord’s designated contractor for connection to the main fire alarm loop.

Closeout Requirements

1. Tenant must submit as-built drawings and certified air balance reports prior to construction close out showing the exact location of all equipment and duct work.

2. All roof top equipment, whether new or re-used, must be labeled per Landlord’s Specifications - see Operations Manager for details.

3. Tenant is required to properly abandon old and unused roof top equipment (HVAC units, exhaust fans, etc.) by full removal, including curb with an appropriate metal deck and roof material patch. All roofing work must be performed by the Mall approved roofing contractor.

4. Pavers must be placed around the roof top equipment and from the main pathway to the equipment in order to protect the roof from traffic.

MECHANICAL CRITERIA (cont’d.)

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Tenant Design Criteria t14

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

PLUMBING SUMMARY

Landlord Provided:

1. 4” waste line stub-in to space by Landlord.

2. 3/4” cold water stub-in to space by Landlord.

3. 2” plumbing vent stub-in by Landlord.

General Design/Construction Coordination

The criteria is provided for the purpose of designing the Tenant’s plumbing system. This criteria is provided for Tenant’s Engineer. It is the Tenant’s responsibility to verify existing conditions and comply with all applicable codes and standards.

Complete Engineered drawings must be submitted to Landlord’s Tenant Coordinator for review and approval. Landlord will review the plans for conformance to basic Mall requirements. The Landlord does not review for plumbing design, nor does the Landlord accept responsibility for the Tenant’s adherence to governing codes.

The documents to be submitted for Landlord approval must include the following:

1. Complete plans and specifications covering the complete plumbing system. Documents must be signed and sealed by a Licensed Engineer in the state where the Shopping Center is located.

2. The Tenant shall provide a complete plumbing system for the Tenant space.The Landlord has provided connections in each Tenant space for sanitary waste and potable cold water.

3. Floor plan at one-quarter inch (1/4”) or larger, including all plumbing fixtures, proper piping sizes, equipment locations and plumbing to Landlord’s system.

4. Isometric diagram of water system, hot and cold, within the Tenant’s space.

5. All applicable details for floor drains, cleanouts, slab and roof penetrations etc.

6. Specifications including all materials and equipment with the manufacturer’s name and model number.

7. Plumbing fixture unit calculations.

8. Schedules of fixtures and equipment including, but not necessarily limited to water heater, lavatory, water closet, water meter, gas meter and floor drains.

9. Isometric diagram of gas system, including all equipment locations within the Tenant space and at the gas heater and meter locations placed outside the Tenant’s space.

10. Gas load calculations as applicable.

General Requirements

1. All food use Tenants are required to install a Pulper or Liquid Waste Extractor (LWE) within their Premises to eliminate liquid from Tenant’s waste. See Restaurant Requirements on page ilr10 for more information.

2. Water meter specifications to be provided by Tenant Coordinator. System must be ordered to read in “gallons per minute” and mounted outside the rear corridor exit or another location identified by mall operations.

3. Tenant is responsible for all plumbing including toilets, sinks, urinals, drains, hot water heaters, water coolers, grease trap/interceptors and connections into existing water and sewer lines. Tenant must provide shut-off valves to all fixtures.

PLUMBING CRITERIA

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Tenant Design Criteria t15

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

4. Water Efficiency

a. The Tenant is required to install waterless urinals in tenant restrooms when urinals are used.

b. Low-Flow water closets using 1.6 GPF or less gallons per flush will be installed in all tenant spaces.

c. Operation sensors and low-flow heads using 0.5 GPM or less in lavatories.

5. Tenant shall provide a main water shut off valve located at eye level in a wall behind a labelled access door. Locate in or near employee restroom as designated by Landlord.

6. All domestic supply lines shall be copper. Sanitary and vent lines traversing the ceiling area to be cast iron or copper (no PVC). Tenant will utilize electric water heaters for domestic hot water.

7. Every Tenant must install a handicapped restroom facility with a minimum of one water closet and one lavatory and in accordance with local code officials. An exception to this requirement is only permitted for Food Court Tenants who are within close proximity to the public restrooms upon approval of the Landlord and local code official.

8. Mop sinks and water fountains must be installed per local code requirements.

9. Tenant must install clean outs as required by code and Landlord’s requirements and these shall terminate flush with the finish floor or wall. No clean outs are permitted above the ceiling.

10. Garbage disposals are not allowed.

11. Hair salons and pet shops shall provide hair and solids interceptors on all sinks and basins which may receive human or animal hair. After installation, these hair interceptors shall be properly maintained so as to keep the sanitary system free from any adverse conditions.

12. Except with Landlord’s prior written permission for non-compliance, all pot sinks, scullery sinks, pre-wash sinks and other kitchen units must be connected to a grease trap. Dishwashers may not be connected to grease trap.

13. If outside Tenants lease line, location of grease interceptor must be designed and approved by Landlord prior to installation.

14. Waterproofing must be installed in all “wet areas” such as kitchens, restrooms, mop sinks, drinking fountains, etc. The waterproof membrane must extend 4” vertically on all demising walls. This membrane will be water tested, inspected and signed off by Mall personnel. If the membrane fails the water test, it must be replaced.

15. Food service, hair salons or other Tenants with equipment or operations that have the possibility of backflow will be required to install an approved backflow preventer. These must be certified and acceptable to the water district and checked yearly or as required by the local authority having jurisdiction.

16. Tenants on the upper level must coordinate with lower level Tenants and the Landlord for floor penetrations and any plumbing under the upper level floor/deck. Tenant will be responsible for all cost associated with this work.

17. Tenants must submit calculations to the Landlord which show the size selection or basis of capacity of all equipment and piping.

18. Tenant shall provide and install domestic hotwater heaters with an ASME-approved temperature and pressure relief valve. Hot water heater shall be installed inside a watertight sheet metal pan. Pan shall have drain line into an approved fixture or as approved by the Building Department. Temperature & pressure relief valve drain line can terminate into mop sink or other approved Building Department locations, but not into a floor drain.

19. Sanitary sewer vents are required to be routed and connected to the existing sanitary sewer vent system.

PLUMBING CRITERIA (cont’d.)

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Tenant Design Criteria t16

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

20. Provide floor or wall clean-outs at every fifty foot (50’-0”) minimum length of sanitary piping, at the most remote end of each sanitary sewer branch and at each change of direction of the waste linethat is greater than forty-five (45) degrees. Ready access to the clean out shall be provided.

21. Three inch (3”) floor drains are required in the toilet areas. Trap primers are required.

22. Traps shall be on all fixtures except those with integral traps. Trap primers are required.

23. Above ground sanitary and vent piping (other than food waste) shall be service-weight cast-iron, with fittings of the same weight as the pipe.

24. Underground sanitary and vent piping (other than food waste) shall be service weight, cast iron with fittings of the same weight as the pipe. ABS, PVC or plastic pipe is allowed if the existing mains are ABS, PVC or plastic. Schedule 40 may be used in accordance with the requirements of local authorities.

25. Cast iron traps, hair interceptors and/or chemically treated traps as required by code and Landlord for use in Tenant’s food processing, product processing, hair styling or pet stores, shall be procured and installed by Tenant in accordance with code.

26. Individual hair interceptors shall be installed on all sinks, basins and special sanitary units which may in any way receive human or animal hair.

27. Tenants with fryers or other equipment creating oil/grease waste that does not run through the interceptor are to provide for their own hauling/recycling within their own Premises. Landlord does not provide a central collection point or location outside of Tenant’s Premises for storage of oil barrels.

Gas Service

1. Gas may be available at the Center but is generally not available to Retail Tenants. If available, Tenant, at its sole cost and expense and in compliance with local code must procure gas service to and within the demised premises and will make all necessary arrangements with the local Gas Company for such service. Tenant is responsible for installation of a gas meter at the gas meter header.

2. When allowed, Tenant is to provide and install gas piping from Landlord’s gas manifold to Tenant’s space.

3. The entire gas piping system and equipment or fixtures shall be furnished with seismic shut-off and manual shut-off devices/controls and color coded or identified as such as required.

4. All gas piping shall be schedule 40 black steel ASTM A120 with 150 lb. banned malleable iron screwed fittings and in compliance with all governing codes and requirements of the utility company as it relates to piping and equipment installation and testing methods and procedures.

5. Pressure regulators and piping required for connection to Tenant’s equipment is the responsibility of the Tenant. Coordinate with Landlord for regulator vent routing.

6. Gas piping on the roof must be placed on pillow blocks or similar arrangement.

Ventilation

Tenants will provide vertical exhaust ducts at a location designated by Landlord. All hood exhaust must be connected to vertical duct in accordance with code. Tenants are required to provide for the upkeep and maintenance for such vertical exhaust duct and related devices and materials.

All sanitary sewer and plumbing vent piping shall comply with all local codes.

PLUMBING CRITERIA (cont’d.)

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Tenant Design Criteria t17

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

The following criteria is provided for the purpose of designing the Tenant’s structural drawings. This criteria is provided for Tenant’s Engineer. It is the Tenant’s responsibility to verify existing conditions and comply with all applicable codes and standards.

Complete Engineered drawings must be submitted to Landlord’s Tenant Coordinator for review and approval. Landlord will review the plans for conformance to basic Mall requirements. The Landlord does not review for design, nor does the Landlord accept responsibility for the Tenant’s adherence to governing codes.

The documents to be submitted for Landlord approval must include thefollowing:

• Complete plans and specifications for all structural work. Documents must be signed and sealed by a Licensed Engineer in the state where the Shopping Center is located.

General Requirements

1. The Tenant’s storefront must be structurally self-supported. Tenant may not support the storefront from the bulkhead or fascia. Structural lateral bracing support for Tenant storefronts must be from the roof joists.

2. Fixtures and equipment may not be attached to or supported from the roof deck.

3. Structural drawings are required for all items weighing 300 lbs. or more.

4. Joist reinforcing is required for roof top equipment as well as steel support for all roof openings.

5. Upper level Tenant’s must review base building structural drawings prior to installing a security safe, ovens or any equipment weighing 300 lbs. or more.

6. (TC) Specify what the floor load is designed to carry.

STRUCTURAL CRITERIA

1. Slab must be scanned prior to any core drilling to ensure compliance with coring guidelines.

2. Tenants must hire the structural engineer indicated on page gi11 of the Tenant Design Criteria Manual to review or create all details for core drilling through the slab in Building 3.

3. Tenant may use existing block-outs in precast double tee stems for pipes or conduit running north-south, if space is available.

4. No new penetrations are allowed through precast double tee stems.

5. Floor penetrations through topping slab and precast double tee flanges are permitted as shown on the attached plan and section sketches (see pages t18 - t21). Not more than four (4) penetrations are allowed within any 4’-0” x 4’-0” area. Not more than 6 penetrations are allowed in line. Tenant shall scan floor slabs for rebar and mesh, and shall not core through any rebar or mesh. Drilled holes shall be made using a non-rebar eating tip.

6. Floor penetrations through precast hollow core plank are permitted as shown on the attached plan and section sketches. (see pages t18 - t21). Not more than 4 penetrations are allowed within any 4’-0” x 4’-0” area. Not more than 6 penetrations are allowed in line. Tenant shall scan floor slabs for rebar and mesh. Drilled holes shall be made using a non-rebar eating tip.

7. No new penetrations are allowed through precast girders.

8. Abandoned holes shall be filled with high-strength, non-shrink, non-metallic grout.

9. No new slab penetrations are allowed within the highlighted zones on the attached plan sketches (see pages t20 - t21).

10. If reinforcing steel is hit with a non-rebar eating tip, the hole shall be abandoned and patched with high-strength, non-shrink, non metallic grout.

11. Tenant shall submit proposed penetration locations to the Landlord’s required structural engineer (identified on page gi11 of the Tenant Design Criteria Manual), at Tenant’s expense, for review and approval prior to performing work.

Building Three Special Requirements

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Tenant Design Criteria t18

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

STRUCTURAL CRITERIASTRUCTURAL CRITERIA (cont’d.)

DRILLED HOLE WITHNON-REBAR EATING TIP,1" DIA MAX, BY TENANT

Technical DiagramsSlab must be scanned prior to any core drilling to ensure compliance with coring guidelines.

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Tenant Design Criteria t19

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

STRUCTURAL CRITERIA (cont’d.)Technical Diagrams (cont’d.)

Slab must be scanned prior to any core drilling to ensure compliance with coring guidelines.

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Tenant Design Criteria t20

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

STRUCTURAL CRITERIA (cont’d.)Technical Diagrams (cont’d.)

DN

UP

DN

S11

Exit t

o S.

Bro

adwa

y (AR

)

S10

(AU) Exit to S. Broadway

RAMP DOWN

12S5.21

NOTES:1.

2.

6. FOR AREA DRAIN LOCATIONS, S.A.D.

PRIOR TO START OF CONSTRUCTION.CRICKETS, DRAINS, ETC., WITH ARCHITECTURAL DRAWINGS,VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES,

5. FOR LOCATION, SIZE, AND EXTENT OF CURBS, S.A.D.

7. VERIFY ELEVATOR OPENINGS WITH ELEVATOR MANUFACTURERPRIOR TO CONSTRUCTION.

8. 163.00' INDICATES TOP OF PRECAST BEAM ELEVATION

9. FOR WEAKENED PLANE JOINT IN TOPPING SLAB, SEE 1/S5.30, 1/S5.40 & 10/S5.50

10. 'PG' INDICATES PRECAST GIRDER, SEE 4/S5.30'PDT' INDICATES PRECAST DOUBLE TEE, SEE 4/S5.40

11. INDICATES PRECAST SPAN DIRECTION OF DOUBLE TEES OR PLANKS

MOUNTING DETAILS WITH MECHANICAL DRAWINGS.VERIFY MECHANICAL EQUIPMENT LOCATIONS, OPENINGS, AND4.

RESPONSIBILITY OF OTHERS.GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGNITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FORSPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE3.

'PSP' INDICATES PRECAST SPANDREL, SEE 5/S5.35'PP' INDICATES PRECAST PLANK, SEE 5/S5.50

12. INDICATES REBAR TYP, SEE SCHEDULE 5/S5.43X13. INDICATES FILL SLAB

1

FOR TYPICAL METAL DECK DETAILS REFER TO SHEETS S5.20FOR TYPICAL STEEL DETAILS REFER TO SHEET S5.21FOR GENERAL NOTES REFER TO SHEET S1.20 & S1.21FOR SYMBOLS AND ABBREVIATIONS REFER TO SHEET S0.1

14. FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES ANDOPENINGS, SEE ARCHITECTURAL DRAWINGS.

15. a. NOMINAL TOP OF STEEL ELEVATION = S.A.D.

16.

b. 164.33' INDICATES T.O.S. ELEVATION

C=½"W18x35

STEEL FRAMING AND CONNECTIONS ARE SHOWN ON PLAN AS THUS:

PLATE CONNECTIONFULL DEPTH SHEAR

DESIGNATIONBEAM OR GIRDER

do

SHEAR KNIFEPLATE DIRECTION

SEE FOUNDATION PLANCOLUMN, FOR SIZE

CONNECTIONCANTILEVER

do

CAMBER, UPWARD

[29]

NUMBER OFHEADED STUDSSEE NOTE 19

W21x44

STRUT, SEEANGLE BRACING

17S5.14SEE

DESIGNATION,AND METAL DECKSPAN DIRECTION

3S5.20

do

D-10

FOR EDGE OF METAL DECK DETAILS AT BUILDING PERIMETER & INTERIOR

FOR TYPICAL BEAM AND GIRDER CONNECTIONS, SEE SHEET S5.2117.

18.OPENINGS, S.A.D. AND SHEET S5.20

19. '[29]' INDICATES THE TOTAL NUMBER OF 3/4 HEADEDSTUDS AT FRAMING MEMBERS SUPPORTINGCONCRETE FILL OVER METAL. FOR TYPICALSTUD LAYOUT SEE 9/S5.20 & 10/S5.20

2

FOR TYPICAL STEEL CONNECTION EMBED PLATE DETAIL SEE 12/S5.2120.

FOR CABLE RAIL BARRIER SYSTEM LOCATION AND DETAILS BY OTHERS,S.A.D. FOR TYPICAL CABLE RAIL EMBED DETAILS REFER TO SHEET S7.36.

21.

FOR EXTERIOR TRELLIS SUPPORT DETAILS SEE 3/S7.37 THRU 6/S7.3722.

5

T.O. COL = T.O. BM TYP U.N.O.23.5

5

5

6

S.A.D. FOR SEISMIC JOINT INFORMATION24.6

6

1 2 3 4 5 6 7 89

1 4 5 6 7 7.9

AA

V.3

W

X

X.8

Y

V

85.94.83.731.2

V.1

2

V.5

V.8

X.9

4.5 5.5

W.3

V.2

W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39

30'-0"30'-0"

30'-0"30'-0"

30'-0"30'-0"

30'-0"

SIM

5" S.O.G., SEE

1S4.30

1S4.31

1S4.32

1S4.33

1S4.80

2S4.80

1S6.12

3S3.12

SIM2S3.12

TYP3S3.12 2

S3.12TYP

13'-3" 17'-7 1/2" 17'-7 1/2" 40'-6" 13'-6" 18'-0" 9'-0" 9'-0" 18'-0" 13'-6" 4'-6" 36'-0" 36'-0" 2'-8"

15'-0"

31'-0"

30'-0"

31'-0"

8"1'-

0"13'-4"

P-1P-1P-1 P-1 P-1 P-1 P-1 P-1P-1

4" CONC TOPPING SLABw/ GRADE 80 10x10-D6xD6WIRE REINFORCEMENT, TYP U.N.O.

1'-5¾"

30'-0"

PDT-

1PD

T-1

PDT-

1

PP-3

PP-3

PDT-

1

PDT-

1

PDT-

3

PDT-

1

PP-3

PDT-

3

PDT-

1PD

T-1

PP-3

M.F.M.F.M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

8S3.10

GB-1 GB-1 GB-1 GB-1 GB-1 GB-1 GB-1 GB-1 GB-1

13S3.12

TYP

3S3.12

SIM STEPPED GRADE BEAMSEE 2

S1.30

PG-23

PG-21

PG-21

PG-13

PG-22

PG-22

PG-7 PG-6

PG-5 PG-22 PG-22 PG-22

PG-22PG-22PG-22PG-5

PG-23

PG-28 SIMPG-28PG-28

PG-13PG-12PG-23A

PDT-

3 x 30'-0"

x 30'-0"

x 30'-0"

x 30'-0"

x 40'-0"

x 45'-0"x 40'-0"

x 20'-0"

x 20'-0"

x 40'-0"

X2X2X2

X2

X2

X3X2

X3

X2

X2

20'-0"

X2

1'-5 ¾"

1'-5 ¾"

16S5.43

15S5.43

EXTWALL

#4x 15'-0"AT 12"o.c.

#4x SLABDOWELS AT 12"o.c.

#4x10'-0" AT 12"o.c.

#4x SLABDOWELS AT 12"o.c.

28S1.40

#4 x 10'-

0"AT 16"o.c.

x 40'-0"X2

x 15'-0"

X2

x 15'-0"X2

x 40'-0"X2

RAMP UP RAMP DOWN

4S3.252

S3.25

A

X2 x 40'-0"

X2 x 40'-0"

A

x 40'-0"X2

A

X2 x 40'-0"

x 15'-0"X3

AAA

PP-3

1

1

1

1

1

W16x26

1

11

1

1

1

PG-25

8" CMUWALL

1

TYP BTWN GARAGEGRIDLINES 1 THRU 11

2

TYP10"

1'-5¾"

1'-5¾"

1'-5¾"

PP-3

(E) DO

UBLE TEES AT LID O

FCO

NC B

OX CU

LVERT, V.I.F.

(E) BO

X CU

LVERT, V.I.F

.

CONC PEDESTALCENTERED BELOWHSS COL SEE

2

7S5.44

27S5.44

2

TYP

9S5.44 2

PSP-9APSP-9APSP-9C

PSP-9E

T.O. COL=150'-6"

W18x35D-11

333

3 PG-21A

3

3

PG-24

3

3

8'-2"

4" MAX FILL SLABOVER FOAM VOIDBY TENANT, N.I.C.

3

13'-4"

PSP-9APSP-9F

13'-4"

FOR BUILDING 2INFORMATIONSEE S2.2.11

146.00'T.O. BM TYP

146.00'T.O. BM TYP

5

10S3.22

5

x 20'-0"

X3

5

9S3.22

10S3.22

TYP BTWN GARAGEGRIDLINES 1 THRU 11

3'-2 1/

4"

4'-2"5INTERSECTIONAT GRID A & V

5

1S6.44

3S6.46

6

T.O. COL=150'-6"

x 20'-0"X2

16S5.446

16S5.44

9S5.26

6

6

x 40'-0"X2 x 40'-0"X2

X2 x 45'-0" X2 x 45'-6"

x 40'-0"X2

x 45'-0"X2

X2 x 45'-0"

X2 x 45'-0"

6

6 6

6

6

6

DLE

6

6

6

S7.321

S7.3210

W10x39

6

2'-6"

2'-6"

6

STAIR #6

6

S7.3210

7S3.27

6

6

S T R U C T U R A L

BLA

KE W. DILSWORTH

No. 3929REG

ISTE

RED PROFESSIONAL

ENGINEER

AINROFILACFOETATS

REFERENCE NORTH

DATE SIGNED

Consulting Engineers221 Main Street, Suite 800San Francisco, California 94105T: 415.989.1004 F: 415.989.1552www.kpff.com ftp.kpff-sf.com

visit our web site atwww.macerich.com

Architects150 California St.7th FloorSan FranciscoCalifornia 94111Tel. 415.788.6606Fax 415.788.6650

REVISIONS

DATE

All drawings and written material appearing hereinconstitute the original and unpublished work of thearchitect and the same may not be duplicated,used, or disclosed without the written consent ofthe architect © Field Paoli

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

SCALE

1275 Broadway PlazaWalnut Creek, CA 94596Phone: (925) 939-7601

Fax: (925) 943-6326www.BroadwayPlaza.com

BROADWAYPLAZA

08 JUL 2014

7/9/20

14 5:

03:13

PM

As indicated

S2.0.201

DECEMBER 18, 2013CONSTRUCTION DOCUMENTS

113028.00

BI

GARAGE C - LEVEL 1FRAMING PLAN - C1

SCALE:

KPFF K0000

1/8" = 1'-0"S2.0.2011GARAGE C - LEVEL 1 FRAMING PLAN - C1

NO. DESCRIPTION DATEPLAN CHECK SUBMITTAL 12/18/2013

1 ADDENDUM 1 01/17/20142 ADDENDUM 2 01/27/20143 ADDENDUM 3 02/10/20145 ADDENDUM 5 / PC CORRECTION NO. 1 02/27/20146 BULLETIN 1 04/16/20148 BULLETIN 3 05/12/2014

DRAFTED REVISION OF CITY REDLINES10 BULLETIN 5 07/08/2014

No coring allowed inthis zone

DN

UP

DN

S11

Exi

t to

S. B

road

way

(AR

)

S10

(AU) Exit to S. Broadway

RAMP DOWN

12S5.21

NOTES:1.

2.

6. FOR AREA DRAIN LOCATIONS, S.A.D.

PRIOR TO START OF CONSTRUCTION.CRICKETS, DRAINS, ETC., WITH ARCHITECTURAL DRAWINGS,VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES,

5. FOR LOCATION, SIZE, AND EXTENT OF CURBS, S.A.D.

7. VERIFY ELEVATOR OPENINGS WITH ELEVATOR MANUFACTURERPRIOR TO CONSTRUCTION.

8. 163.00' INDICATES TOP OF PRECAST BEAM ELEVATION

9. FOR WEAKENED PLANE JOINT IN TOPPING SLAB, SEE 1/S5.30, 1/S5.40 & 10/S5.50

10. 'PG' INDICATES PRECAST GIRDER, SEE 4/S5.30'PDT' INDICATES PRECAST DOUBLE TEE, SEE 4/S5.40

11. INDICATES PRECAST SPAN DIRECTION OF DOUBLE TEES OR PLANKS

MOUNTING DETAILS WITH MECHANICAL DRAWINGS.VERIFY MECHANICAL EQUIPMENT LOCATIONS, OPENINGS, AND4.

RESPONSIBILITY OF OTHERS.GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGNITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FORSPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE3.

'PSP' INDICATES PRECAST SPANDREL, SEE 5/S5.35'PP' INDICATES PRECAST PLANK, SEE 5/S5.50

12. INDICATES REBAR TYP, SEE SCHEDULE 5/S5.43X13. INDICATES FILL SLAB

1

FOR TYPICAL METAL DECK DETAILS REFER TO SHEETS S5.20FOR TYPICAL STEEL DETAILS REFER TO SHEET S5.21FOR GENERAL NOTES REFER TO SHEET S1.20 & S1.21FOR SYMBOLS AND ABBREVIATIONS REFER TO SHEET S0.1

14. FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES ANDOPENINGS, SEE ARCHITECTURAL DRAWINGS.

15. a. NOMINAL TOP OF STEEL ELEVATION = S.A.D.

16.

b. 164.33' INDICATES T.O.S. ELEVATION

C=½"W18x35

STEEL FRAMING AND CONNECTIONS ARE SHOWN ON PLAN AS THUS:

PLATE CONNECTIONFULL DEPTH SHEAR

DESIGNATIONBEAM OR GIRDER

do

SHEAR KNIFEPLATE DIRECTION

SEE FOUNDATION PLANCOLUMN, FOR SIZE

CONNECTIONCANTILEVER

do

CAMBER, UPWARD

[29]

NUMBER OFHEADED STUDSSEE NOTE 19

W21x44

STRUT, SEEANGLE BRACING

17S5.14SEE

DESIGNATION,AND METAL DECKSPAN DIRECTION

3S5.20

do

D-10

FOR EDGE OF METAL DECK DETAILS AT BUILDING PERIMETER & INTERIOR

FOR TYPICAL BEAM AND GIRDER CONNECTIONS, SEE SHEET S5.2117.

18.OPENINGS, S.A.D. AND SHEET S5.20

19. '[29]' INDICATES THE TOTAL NUMBER OF 3/4 HEADEDSTUDS AT FRAMING MEMBERS SUPPORTINGCONCRETE FILL OVER METAL. FOR TYPICALSTUD LAYOUT SEE 9/S5.20 & 10/S5.20

2

FOR TYPICAL STEEL CONNECTION EMBED PLATE DETAIL SEE 12/S5.2120.

FOR CABLE RAIL BARRIER SYSTEM LOCATION AND DETAILS BY OTHERS,S.A.D. FOR TYPICAL CABLE RAIL EMBED DETAILS REFER TO SHEET S7.36.

21.

FOR EXTERIOR TRELLIS SUPPORT DETAILS SEE 3/S7.37 THRU 6/S7.3722.

5

T.O. COL = T.O. BM TYP U.N.O.23.5

5

5

6

S.A.D. FOR SEISMIC JOINT INFORMATION24.6

6

1 2 3 4 5 6 7 89

1 4 5 6 7 7.9

AA

V.3

W

X

X.8

Y

V

85.94.83.731.2

V.1

2

V.5

V.8

X.9

4.5 5.5

W.3

V.2

W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39

30'-0"30'-0"

30'-0"30'-0"

30'-0"30'-0"

30'-0"

SIM

5" S.O.G., SEE

1S4.30

1S4.31

1S4.32

1S4.33

1S4.80

2S4.80

1S6.12

3S3.12

SIM2S3.12

TYP3S3.12 2

S3.12TYP

13'-3" 17'-7 1/2" 17'-7 1/2" 40'-6" 13'-6" 18'-0" 9'-0" 9'-0" 18'-0" 13'-6" 4'-6" 36'-0" 36'-0" 2'-8"

15'-0"

31'-0"

30'-0"

31'-0"

8"1'-

0"13'-4"

P-1P-1P-1 P-1 P-1 P-1 P-1 P-1P-1

4" CONC TOPPING SLABw/ GRADE 80 10x10-D6xD6WIRE REINFORCEMENT, TYP U.N.O.

1'-5¾"

30'-0"

PDT-

1PD

T-1

PDT-

1

PP-3

PP-3

PDT-

1

PDT-

1

PDT-

3

PDT-

1

PP-3

PDT-

3

PDT-

1PD

T-1

PP-3

M.F.M.F.M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

8S3.10

GB-1 GB-1 GB-1 GB-1 GB-1 GB-1 GB-1 GB-1 GB-1

13S3.12

TYP

3S3.12

SIM STEPPED GRADE BEAMSEE 2

S1.30

PG-23

PG-21

PG-21

PG-13

PG-22

PG-22

PG-7 PG-6

PG-5 PG-22 PG-22 PG-22

PG-22PG-22PG-22PG-5

PG-23

PG-28 SIMPG-28PG-28

PG-13PG-12PG-23A

PDT-

3 x 30'-0"

x 30'-0"

x 30'-0"

x 30'-0"

x 40'-0"

x 45'-0"x 40'-0"

x 20'-0"

x 20'-0"

x 40'-0"

X2X2X2

X2

X2

X3X2

X3

X2

X2

20'-0"

X2

1'-5 ¾"

1'-5 ¾"

16S5.43

15S5.43

EXTWALL

#4x 15'-0"AT 12"o.c.

#4x SLABDOWELS AT 12"o.c.

#4x10'-0" AT 12"o.c.

#4x SLABDOWELS AT 12"o.c.

28S1.40

#4 x 10'-

0"AT 16"o.c.

x 40'-0"X2

x 15'-0"

X2

x 15'-0"X2

x 40'-0"X2

RAMP UP RAMP DOWN

4S3.252

S3.25

A

X2 x 40'-0"

X2 x 40'-0"

A

x 40'-0"X2

A

X2 x 40'-0"

x 15'-0"X3

AAA

PP-3

1

1

1

1

1

W16x26

1

11

1

1

1

PG-25

8" CMUWALL

1

TYP BTWN GARAGEGRIDLINES 1 THRU 11

2

TYP10"

1'-5¾"

1'-5¾"

1'-5¾"

PP-3

(E) DO

UBLE TEES AT LID O

FCO

NC B

OX CU

LVERT, V.I.F.

(E) BO

X CU

LVERT, V.I.F

.

CONC PEDESTALCENTERED BELOWHSS COL SEE

2

7S5.44

27S5.44

2

TYP

9S5.44 2

PSP-9APSP-9APSP-9C

PSP-9E

T.O. COL=150'-6"

W18x35D-11

333

3 PG-21A

3

3

PG-24

3

3

8'-2"

4" MAX FILL SLABOVER FOAM VOIDBY TENANT, N.I.C.

3

13'-4"

PSP-9APSP-9F

13'-4"

FOR BUILDING 2INFORMATIONSEE S2.2.11

146.00'T.O. BM TYP

146.00'T.O. BM TYP

5

10S3.22

5

x 20'-0"

X3

5

9S3.22

10S3.22

TYP BTWN GARAGEGRIDLINES 1 THRU 11

3'-2 1/

4"

4'-2"5INTERSECTIONAT GRID A & V

5

1S6.44

3S6.46

6

T.O. COL=150'-6"

x 20'-0"X2

16S5.446

16S5.44

9S5.26

6

6

x 40'-0"X2 x 40'-0"X2

X2 x 45'-0" X2 x 45'-6"

x 40'-0"X2

x 45'-0"X2

X2 x 45'-0"

X2 x 45'-0"

6

6 6

6

6

6

DLE

6

6

6

S7.321

S7.3210

W10x39

6

2'-6"

2'-6"

6

STAIR #6

6

S7.3210

7S3.27

6

6

S T R U C T U R A L

BLA

KE W. DILSWORTH

No. 3929REG

ISTE

RED PROFESSIONAL

ENGINEER

AINROFILACFOETATS

REFERENCE NORTH

DATE SIGNED

Consulting Engineers221 Main Street, Suite 800San Francisco, California 94105T: 415.989.1004 F: 415.989.1552www.kpff.com ftp.kpff-sf.com

visit our web site atwww.macerich.com

Architects150 California St.7th FloorSan FranciscoCalifornia 94111Tel. 415.788.6606Fax 415.788.6650

REVISIONS

DATE

All drawings and written material appearing hereinconstitute the original and unpublished work of thearchitect and the same may not be duplicated,used, or disclosed without the written consent ofthe architect © Field Paoli

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

SCALE

1275 Broadway PlazaWalnut Creek, CA 94596Phone: (925) 939-7601

Fax: (925) 943-6326www.BroadwayPlaza.com

BROADWAYPLAZA

08 JUL 2014

7/9/20

14 5:

03:13

PM

As indicated

S2.0.201

DECEMBER 18, 2013CONSTRUCTION DOCUMENTS

113028.00

BI

GARAGE C - LEVEL 1FRAMING PLAN - C1

SCALE:

KPFF K0000

1/8" = 1'-0"S2.0.2011GARAGE C - LEVEL 1 FRAMING PLAN - C1

NO. DESCRIPTION DATEPLAN CHECK SUBMITTAL 12/18/2013

1 ADDENDUM 1 01/17/20142 ADDENDUM 2 01/27/20143 ADDENDUM 3 02/10/20145 ADDENDUM 5 / PC CORRECTION NO. 1 02/27/20146 BULLETIN 1 04/16/20148 BULLETIN 3 05/12/2014

DRAFTED REVISION OF CITY REDLINES10 BULLETIN 5 07/08/2014

No coring allowed inthis zone

Page 21: Broadway Plaza - assets.macerichepicenter.comassets.macerichepicenter.com/FileManager/Property...1275 Broadway Plaza, Walnut Creek, CA 94596 Broadway Plaza Section t Technical Criteria

Tenant Design Criteria t21

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

DN

S11

Exit

to S

. Bro

adw

ay (A

R)

12S5.21

910

1112

1314

15 16

A

7.9 9 10 11 12 13 14 15 15.1

AA

V.3

W

X

X.8

Y

Z

8

V.1

V.5

V.8

X.9

13.5 14.5

W.3

V.2

Y.5

14.4

1S4.34

1S4.35

1S4.36

1S4.37

12 3/4"ø TORQUEDOWN PILE

SIM

2'-8" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0"

15'-0"

13'-4"

17'-8"

30'-0"

31'-0"

8"1'-

0"13'-4"

P-1

6"

4" CONC TOPPING SLABw/ GRADE 80 10x10-D6xD6WELDED WIRE REINFORCEMENTTYP. U.N.O.

5" CONC SLAB ON GRADEw/ #4 AT 16"o.c., M.D. E.W.SEE 27

S1.40

30'-0"30'-0"

30'-0"30'-0"

2S6.12

PP-3

PP-3

PDT-

1PD

T-1

PDT-

1

PDT-

3PD

T-3

PDT-

3

PDT-

1PD

T-1

PDT-

1

PDT-

3

M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

M.F.

GB-1

GB-1

TYP

PG-23 PG-23 PG-6 PG-23 PG-23 PG-23 PG-23

PG-21 PG-21 PG-21 PG-21

PG-21 PG-21 PG-21PG-21 PG-21 PG-5

PG-5PG-21PG-21

PG-23 PG-23 PG-6

PG-23 PG-23 PG-23

PG-26

PG-27

PP-3

x 30'-0"

x 30'-0"

x 30'-0"

x 30'-0"

X2X2X2

X2

x 30'-0"

x 30'-0"

x 35'-0"

x 30'-0"

X4X4

X4X4

9'-0"

x 20'-0"

X3

x 20'-0"

X3

3"

7" CONC TOPPING SLABw/ #4 AT 16"o.c.M.D., E.W.

x 30'-0"X3

x 15'-0"

X3

x 15'-0"

X3

x 30'-0"X3

12S5.43

14S5.43

13S5.43

EXTWALL

x 15'-0"

X3

x 15'-0"X3

#5 x AT 12"o.c.3'-0"

#4 x AT 12"o.c.3'-0"

#5 x AT 12"o.c.3'-0"

#4 x 10'-

0"AT 16"o.c

.

12 3/4"ø TORQUEDOWN PILE

12 3/4"ø TORQUEDOWN PILE

12 3/4"ø TORQUEDOWN PILE

FILL SLAB

#4 x SLAB DOWELSAT 12"o.c.

1

1

1

1

1

1

1

1

1

1

11

1

1

1S5.44

W14x43

W14x43

W14x431 1 1

HSS6x6x1/2

TYP OF 4

PP-3

PP-322

6"

6"

6"

10" TYP

STEPPED GRADE BEAMSEE

6"

PP-3

5S3.222

6"

?

?2 2

2

2

TB-1

TB-1

TB-1TB

-1

2

7S5.44

TYP

2

9S5.44

TYP

2

2

2

2'-8"

3"

3

3

3

3

3

PP-3

11S5.43

3"

9'-10 1/2"

8'-3"

11'-11"

146.00'T.O. BM TYP

FOR BUILIDNG 2INFORMATIONSEE S2.2.12

D-11

TB-1

5'-0"

5

5'-0"

#4 x AT 12"o.c.

4S4.61

.

4S5.43SEE

5

10S3.22

TYP BTWN GARAGEGRIDLINES 1 THRU 11

5

3S6.44

2S6.46

11S5.44

GB-1

GB-1

GB-1

GB-1 GB-1

GB-1

8S5.26

S7.323

S7.3212

6

6

6

6 6

W10x39W10x39

6

STAIR #56

6

6

6

6

M.F.

M.F.

M.F.

6

HSS8x8x1/2 TYP

FOR BASE PLATECONNECTION DETAIL

SEE TYP19S5.21

10D-11

10

NOTES:1.

2.

6. FOR AREA DRAIN LOCATIONS, S.A.D.

PRIOR TO START OF CONSTRUCTION.CRICKETS, DRAINS, ETC., WITH ARCHITECTURAL DRAWINGS,VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES,

5. FOR LOCATION, SIZE, AND EXTENT OF CURBS, S.A.D.

7. VERIFY ELEVATOR OPENINGS WITH ELEVATOR MANUFACTURERPRIOR TO CONSTRUCTION.

8. 163.00' INDICATES TOP OF PRECAST BEAM ELEVATION

9. FOR WEAKENED PLANE JOINT IN TOPPING SLAB, SEE 1/S5.30, 1/S5.40 & 10/S5.50

10. 'PG' INDICATES PRECAST GIRDER, SEE 4/S5.30'PDT' INDICATES PRECAST DOUBLE TEE, SEE 4/S5.40

11. INDICATES PRECAST SPAN DIRECTION OF DOUBLE TEES OR PLANKS

MOUNTING DETAILS WITH MECHANICAL DRAWINGS.VERIFY MECHANICAL EQUIPMENT LOCATIONS, OPENINGS, AND4.

RESPONSIBILITY OF OTHERS.GENERAL INFORMATION PURPOSES ONLY, ARE THE DESIGNITEMS, ALTHOUGH INDICATED ON THE STRUCTURAL DRAWINGS FORSPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE3.

'PSP' INDICATES PRECAST SPANDREL, SEE 5/S5.35'PP' INDICATES PRECAST PLANK, SEE 5/S5.50

12. INDICATES REBAR TYP, SEE SCHEDULE 5/S5.43X13. INDICATES FILL SLAB

1

FOR TYPICAL METAL DECK DETAILS REFER TO SHEETS S5.20FOR TYPICAL STEEL DETAILS REFER TO SHEET S5.21FOR GENERAL NOTES REFER TO SHEET S1.20 & S1.21FOR SYMBOLS AND ABBREVIATIONS REFER TO SHEET S0.1

14. FOR LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES ANDOPENINGS, SEE ARCHITECTURAL DRAWINGS.

15. a. NOMINAL TOP OF STEEL ELEVATION = S.A.D.

16.

b. 164.33' INDICATES T.O.S. ELEVATION

C=½"W18x35

STEEL FRAMING AND CONNECTIONS ARE SHOWN ON PLAN AS THUS:

PLATE CONNECTIONFULL DEPTH SHEAR

DESIGNATIONBEAM OR GIRDER

do

SHEAR KNIFEPLATE DIRECTION

SEE FOUNDATION PLANCOLUMN, FOR SIZE

CONNECTIONCANTILEVER

do

CAMBER, UPWARD

[29]

NUMBER OFHEADED STUDSSEE NOTE 19

W21x44

STRUT, SEEANGLE BRACING

17S5.14SEE

DESIGNATION,AND METAL DECKSPAN DIRECTION

3S5.20

do

D-10

FOR EDGE OF METAL DECK DETAILS AT BUILDING PERIMETER & INTERIOR

FOR TYPICAL BEAM AND GIRDER CONNECTIONS, SEE SHEET S5.2117.

18.OPENINGS, S.A.D. AND SHEET S5.20

19. '[29]' INDICATES THE TOTAL NUMBER OF 3/4 HEADEDSTUDS AT FRAMING MEMBERS SUPPORTINGCONCRETE FILL OVER METAL. FOR TYPICALSTUD LAYOUT SEE 9/S5.20 & 10/S5.20

2

FOR TYPICAL STEEL CONNECTION EMBED PLATE DETAIL SEE 12/S5.2120.

FOR CABLE RAIL BARRIER SYSTEM LOCATION AND DETAILS BY OTHERS,S.A.D. FOR TYPICAL CABLE RAIL EMBED DETAILS REFER TO SHEET S7.36.

21.

FOR EXTERIOR TRELLIS SUPPORT DETAILS SEE 3/S7.37 THRU 6/S7.3722.

5

T.O. COL = T.O. BM TYP U.N.O.23.5

5

5

6

S.A.D. FOR SEISMIC JOINT INFORMATION24.6

6

S T R U C T U R A L

BLAK

E W. DILSWORTH

No. 3929REGI

STER

ED PROFESSIONAL ENGINEER

AINROFILACFOETATS

REFERENCE NORTH

DATE SIGNED

Consulting Engineers221 Main Street, Suite 800San Francisco, California 94105T: 415.989.1004 F: 415.989.1552www.kpff.com ftp.kpff-sf.com

visit our web site atwww.macerich.com

Architects150 California St.7th FloorSan FranciscoCalifornia 94111Tel. 415.788.6606Fax 415.788.6650

REVISIONS

DATE

All drawings and written material appearing hereinconstitute the original and unpublished work of thearchitect and the same may not be duplicated,used, or disclosed without the written consent ofthe architect © Field Paoli

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

SCALE

1275 Broadway PlazaWalnut Creek, CA 94596Phone: (925) 939-7601

Fax: (925) 943-6326www.BroadwayPlaza.com

BROADWAYPLAZA

08 JUL 2014

7/9/20

14 5:

03:37

PM

As indicated

S2.0.202

DECEMBER 18, 2013CONSTRUCTION DOCUMENTS

113028.00

BI

GARAGE C - LEVEL 1FRAMING PLAN - C2

SCALE:

KPFF K0000

1/8" = 1'-0"S2.0.202

GARAGE C - LEVEL 1 FRAMING PLAN - C2 1

NO. DESCRIPTION DATEPLAN CHECK SUBMITTAL 12/18/2013

1 ADDENDUM 1 01/17/20142 ADDENDUM 2 01/27/20143 ADDENDUM 3 02/10/20145 ADDENDUM 5 / PC CORRECTION NO. 1 02/27/20146 BULLETIN 1 04/16/20148 BULLETIN 3 05/12/2014

DRAFTED REVISION OF CITY REDLINES10 BULLETIN 5 07/08/2014

No coring allowed inthis zone

STRUCTURAL CRITERIA (cont’d.)Technical Diagrams (cont’d.)

Page 22: Broadway Plaza - assets.macerichepicenter.comassets.macerichepicenter.com/FileManager/Property...1275 Broadway Plaza, Walnut Creek, CA 94596 Broadway Plaza Section t Technical Criteria

Tenant Design Criteria t22

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

GARAGE C / BUILDING 3 TENANT DECK ATTACHMENT GUIDELINES

Tenant may attach to bottom of precast double tees, precast plank, or precast beams provided the following criteria are maintained.

1. Tenant may attached to precast double tee stems with low velocity pins or concrete screw anchors with 1 3/8” MAX embedment. Do not damage prestressing tendons at double tee stems.

2. Tenant may attached to double tee flanges with 3” MIN embedment, 4” MAX embedment. Attachment may not be within 6” from edge of double tee flange.

3. Attachment to precast plank is acceptable using HILTI KH-EZ screws with 1 5/8” embed into hollow cells. Per HILTI tests results, there is no reduction of capacity for these anchors. HILTI concrete screw anchors to be installed per manufacturer recommendations. Do not damage prestressing tendons at plank webs.

4. Tenant may attach to precast beams and spandrels with low velocity pins or concrete screw anchors with 1 3/8” MAX embedment. Do not damage prestressing tendons at precast beams.

5. All pre-drilled holes shall be made using non-rebar eating drill bit. If reinforcing is hit, the hole shall be abandoned and patched with high-strength, non-shrink, non-metallic grout.

6. Tenant ceilings shall weigh a maximum of 10 psf. Tenant to submit heavier systems and point loads to KPFF for review.

7. Tenant shall submit proposed attachment details to KPFF for review and approval prior to performing work.

Page 23: Broadway Plaza - assets.macerichepicenter.comassets.macerichepicenter.com/FileManager/Property...1275 Broadway Plaza, Walnut Creek, CA 94596 Broadway Plaza Section t Technical Criteria

Tenant Design Criteria t23

1275 Broadway Plaza, Walnut Creek, CA 94596

Broadway Plaza

Technical DesignSection t Technical CriteriaUpdated: April 2017

BUILDING 3 / GARAGE C WALL MOUNT RTU BRACKET DETAILBuilding 3 / Garage C Wall Mount RTU bracket detail

Minimum head clearance of 6’-8” is required from floor to lowest point of RTU bracket assembly.

Landlord recommends wall bracket model Quick-Sling QSWB2000

http://www.quick-sling.com/#!qswb2000/c1hvg

You will need to drill a new hole below the top hole of the bracket to raise it high enough to get the

required head clearance.

To conceal any exposed conduits or refrigerant lines on the outside wall of the building you need to use

Slimduct professional duct/fitting system in the brown color.

Slimduct® Heavy duty professional grade duct and fittings. - RectorSeal