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Exhibit
COVENANT TO RUN WITH THE LAND THIS COVENANT (hereinafter the "Covenant"), made and entered into this day of 20_ by and between: Oak Plaza Associates (Dcl,), LLC with offices at 3841 NE 2``' Avenue, Suite 400, Miami, FL 33137 ("Owner" or "Covenantor"), and the City of Miami, Florida, a municipal corporation of the State of Florida, with offices at 444 SW 2nd Avenue, Miami, FL, 33130 in the County of Miami -Dade County, party of the second part (hereinafter called "City"); WHEREAS, the Owner owns the parcel of land located in Miami, Florida, described on Exhibit "A" hereto (the "Property"); and WHEREAS, Covenantor has requested permission from City to construct nonstandard Improvements within the dedicated public rights -of -way that abut the Property, which may include portions of NE 38th, NE 39th, NE 40fh, NE 40, and NE 42nd Streets, depicted in the attached Exhibit "l3" (hereinafter called "District"); and WHEREAS, the non-standard Improvements which may be constructed by the Covenantor are collectively called ("Improvements"), and may include, but not be limited to, the items listed in Exhibit "C", attached hereto, and related structures, fixtures and improvements in the areas depicted on Exhibit "D" (sometimes called the "Right of Way Area"); and WHEREAS, the Covenantor may prepare and submit to the City from time to time applications for master permits (each called a "Master Permit"), for consideration and approval in accordance with applicable laws, codes, rules and regulations which will contain the proposed location and design of the Improvements to be constructed in the rights -of -way adjacent to the Property, namely pedestrian crosswalks and signals, wayfinding signs, streetlights and facade lighting, streetscape, drainage wells, private infrastructure crossings, street furniture, public art, utilities, and any future modifications that must be made to said Improvements (any such Master Permit issued to Owner is called a "Master Permit" and the Improvements constructed pursuant to any Master Permit which are in the areas depicted on Exhibit "D" hereto are referred to herein as the "Improvements"); and WHEREAS, the portions of N, Miami Avenue and NE 2"d Avenue which border the District and which may be adjacent to certain portions of the Property are under the jurisdiction of Miami -Dade County (hereinafter called "County"); and WHEREAS, pursuant to §2-96,1 of the Miami -Dade County Code, all traffic control and engineering devices, including traffic signage, are under the exclusive jurisdiction of the County; and WHEREAS, in 2012 the County and City entered into an Intergovernmental Agency Agreement to Perform Traffic Engineering Functions, whereby the City assumed the installation and maintenance responsibilities of certain traffic control devices and signs on local municipal streets operated and maintained by the City within its boundaries; and WHEREAS, certain provisions are required to be included in such covenants per Chapters 54 and 55 of the City Code and other applicable laws, rules and regulations; and WHEREAS, City requires the execution of this covenant running with the land as a condition precedent to its acting as Permittee; (35237058;1) NOW THEREFORE, in consideration for the express grant by City of the right and license to allow the construction and maintenance of the Improvements in the dedicated public rights -of -way within the District, subject to the terms and conditions set forth herein, the Covenantor does hereby covenant and agree with City as follows: 1. The foregoing recitals are true and correct and are made a part hereof, 2, Covenantor (on its own behalf or through its agents, representatives, heirs, assigns, and/or designees) is hereby allowed to install, construct, improve, modify, move, and add the Improvements within the public rights -of -way of the District in accordance with: 1) the design guidelines established and adopted in accordance with this Covenant, 2) the Master Permit(s), and 3) County and City standards and specifications not in conflict therewith, including, without limitation, the Miami -Dade County Public Works Manual. The Improvements, which are more particularly listed in Exhibit "C", represent overall design concepts. As such, the plans included in Exhibit "C" are meant to be illustrative, and not to be used by City staff to assess specific location and design criteria when considering Covenantor's Master Permit applications for Covenantor's Improvements, or administrative modifications thereof. Installation, or other factors, may require modification to these plans and all such modifications will comply with applicable federal, state, and local laws and regulations. The Improvements include, but are not limited to: Pedestrian Crosswalks and Signals: Revised pedestrian crosswalk hashing design, which is more particularly described in attached Exhibit "C-1". Also included are pedestrian crosswalk signals and raised crosswalks, to be installed at the intersections of pedestrian pathways and public rights -of -way, The proposed locations and design of the pedestrian crosswalk signals are included in Exhibit C-1. Wayfinding, Signs: The installation of wayfinding signs, to display District -specific information, such as parking availability, tenant location, and public art information, to be mounted on traffic signage and streetlight poles, posts or poles specifically installed to display wayfinding signs, and along building facades, The wayfinding sign program is more particularly describedin attached Exhibit "C-2", Streetlights and Facade Lighting: The replacement and installation of streetlights throughout the District, as well as the installation of two light poles, located on the south side of 381h Street, between NE Miami Court and NE VI Avenue, designed to project lighting on to the south -facing building facade. The streetlight and facade lighting design is more particularly described in attached Exhibit " C-3" and the streetlight design meets the design standards set forth in the "Manual on Uniform Traffic Control Devices for Streets and highways." Streetscape: The installation of pavers, including paseo identification markers, and mature, native -species trees, including irrigation and tree -lighting hardware throughout the District, as specifically described in Exhibit "C-4". Drainage Improvements: The installation of drainage improvement, including storm water drainage wells, water quality ex -filtration trenches, dedicated parking garage ex- 135237058;1) 2 filtration trenches and additional capacity ex -filtration trenches, throughout the District. The design and location of the drainage wells is more particularly described in attached Exhibit "C-5", Street Furniture: The installation of distinctive street furniture, including, among others, bollards, benches, bicycle racks, trash and recycling receptacles, and ashtrays, throughout the District. The design and location of the street furniture elements, which may be subject to change as the neighborhood develops, is more particularly described in attached Exhibit "C-6". Public Art: The installation of public art works, which may also serve as artificial shading devices, throughout the District. The design and location of this public art is more particularly described in attached Exhibit "C-7", Utilities; Subject to compliance with applicable laws, codes, rules, regulations and franchise requirements the installation of chilled -water lines and fiber optic cable throughout the District may be allowed subject to the approval of the Director of Public Works and the City Commission , as applicable to the award of any municipal franchise. The design and location of the chilled -water lines and fiber optic cable, between NE 381h Street, NE 39th Street, NE 1sc Avenue, and NE 2nd Avenue is more particularly described in attached Exhibit "C-8". Covenantor is hereby required to maintain, replace, repair, and remove the Improvements within these public rights -of -way in the locations indicated on Exhibit "D". The City will provide electrical power to the street lights and pedestrian crosswalk signals in the same manner it does in general throughout the City at no cost to Covenantor. As allowed by applicable laws, codes, rules and regulations (collectively "Regulations"), Covenantor may seek approval of an administrative modification of any Master Permit to install, construct, improve, modify, move, and add certain Improvements, namely pedestrian crosswalks and signals, wayfinding signs, streetlights and facade ` lighting, streetscape, drainage wells, private infrastructure crossings, street furniture, public art, utilities, and any future modifications that may be made to said Improvements, not contained within the Master Permit. Covenantors may appeal any appealable administrative determinations necessary to implement this Covenant to the City Planning, Zoning, and Appeals Board pursuant to the provisions of and the procedures set forth in Article 7 of the City's Miami 21 Code, as applicable. 3. In the event Covenantor, its agents, representatives, designees, heirs, successors, or assigns fails in the reasonable discretion of the City Director of the Department of Public Works to properly maintain the Improvements in the locations indicated on Exhibit "D" or any part thereof, so that they become a hazard to the health, welfare, or safety of the general public, City shall give the Covenantor written notice of such failure via certified mail, return receipt requested, with copies to any mortgagee who has given written notice of its mortgage lien to the City in the manner set forth in Section 10, and Covenantor shall within thirty (30) days from receipt of such notice either (i) restore such Improvements, or any part thereof, to a safe condition reasonably satisfactory to City or (ii) remove such Improvements, or any part thereof, and restore the right-of-way to current City standards at no cost or expense to City (as timely elected by Covenantor in its sole discretion). (35237058;1) 4 In the event that, following the notice and grace period provided under paragraph 3 above, Covenantor, its heirs, successors, or assigns fails to either (i) restore such Improvements in the locations indicated on Exhibit "D", or any part thereof, to a safe condition reasonably satisfactory to City, or (ii) remove such Improvements in the locations indicated on Exhibit "D", or any part thereof, and restore the right-of-way within the specified time as set forth in Paragraph 3, City may restore or remove the offending Improvements in the locations indicated on Exhibit "D", and the reasonable cost of such restoration or removal shall be declared and established as a special assessment lien against the Property and enforced by any method for the enforcement of special assessment liens provided for under the laws of the State of Florida and/ or the Code and Ordinances of' Miami- Dade County and/or the City of Miami, The Covenantor shall be liable for reasonable attorneys' fees and costs of collection incurred by the City in any action to foreclose such a lien or otherwise recover costs of restoration or removal of the offending Improvements or any part thereof, The City may, at its discretion, bring such additional civil actions and/or counts for specific enforcement of this covenant and/or breach of this covenant as are allowed by Florida law. 5. Covenantor further covenants and agrees not to pursue any legal remedy or civil action against City for any damage, consequential or otherwise, to non -offending Improvements, or any part thereof, resulting from the lawful removal of offending Improvements or any part thereof from the dedicated public right-of-way pursuant to Paragraph 4, unless the damage is the result of alleged grossly negligent or willful acts or omissions on the part of the City, its officials or employees. 6. Covenantor will be held liable and shall indemnify, defend (at Covenantor's own cost and expense), save and hold harmless the City, its officials and employees (i) from and against any claims, demands, liabilities, losses, or causes of action arising out of the use, construction, maintenance, or removal of Improvements in the locations indicated on Exhibit "D" or any part thereof, (ii) from and against any orders, judgments, or decrees which may be entered against City with respect to the use, construction, maintenance, or removal of Improvements in the locations indicated on Exhibit "D" or any part thereof, (iii) or all reasonable costs, attorneys' fees, expenses, judgments, damages and liabilities incurred in the investigation or defense of such claim, 7. Covenantor shall keep in full force and effect at all times during the exercise of this Covenant, the insurance coverage as shown in Exhibit "E", The insurance and any addendums, modifications, renewals, or amendments thereto shall be subject to the prior review and approval of the City Risk Manager. The policy shall be issued either by a State of Florida -licensed insurance company rated A+ or better by A.M. Bests' Key Rating Guide or by another insurance company agreed upon by Covenantor and City. The insurance carrier for the policy must be rated no less than A as to management and no less than Class V as to strength by the latest edition of Best's Insurance Guide and must be approved by the City Risk Manager, The policy shall cover products and completed operations, contractual liability, explosion, collapse, and underground liability. The insurance policy shall be procured and premiums paid by the (35237O58;1) 4 Covenantor, The term and any renewals thereof shall continue uninterrupted for the term of the Covenant, City shall be named as Additional Insured under each such policy. A certificate of insurance bearing City as "Additional Insured" shall in no way relieve Covenantor of the obligation to add City as "Additional Insured" to the actual insurance policy, The insurance policy shall provide that City (Attention: Risk Manager) be given at Least thirty (30) days advance written notice of any material changes to, or cancellation or non -renewal of, any policy. In the event of such material change, cancellation, or non -renewal notification, Covenantor shall immediately procure another policy subject to the requirements of this Covenant. The City Risk Manager shall receive a copy of the certificate of insurance for such replacement policy at least ten (10) days prior to the effective date of any material change, cancellation, or non -renewal of the previous policy. If City does not timely receive such certificate, then City shall provide Covenantor with written notice thereof, and if Covenantor does not deliver such certificate within fifteen (15) days after receipt of such written notice, then City shall have the right to immediately secure a similar insurance policy in its name, and Covenantor shall be liable for any monies due under such insurance policy. If the Covenantor does not reimburse City for all such insurance costs, City shall have the right to declare and establish such costs as a lien on the Property, enforceable by any lawful means, Covenantor agrees to increase, upon written request by City, the limits of its required comprehensive liability insurance policy so long as City's increase request shall be commercially reasonable and the requested increase obtainable on commercially reasonable rates and terms. Proof of the foregoing required insurance shall be supplied to the City upon request. 8. Covenantor shall not have any obligation or liability under the provisions of this Agreement unless and until a Master Permit is issued and Improvements are constructed in the locations indicated on Exhibit "D" pursuant thereto; provided, however, that Covenantor shall have such obligations and liabilities as exists under applicable regulations and any other agreements, if applicable. 9, (a) It is expressly understood and agreed that this instrument shall be binding upon City and Covenantor and also upon their heirs, successors in interest, or assigns, and shall be a condition implied in any conveyance or other instrument affecting the title to the Property or any portion thereof Upon any sale, conveyance or other transfer or disposition (a "Transfer") of any of the Property by the Owner, Owner shall automatically be released from its obligations hereunder accruing after the date of such Transfer, and the purchaser, grantee, transferee or recipient of such Property that is the subject of such Transfer (a "Transferee") shall automatically succeed to such obligations and constitute the "Owner" and "Covenantor" hereunder, Reference to Owner shall mean and refer to the then owner of the Property. (b) Tt is also acknowledged that not all of the property adjacent to the Right of Way Area (the "Adjacent Property") is owned by Owner, From and after such time as any owner (an "Adjacent Owner") of any of the Adjacent Property either assumes Owner's obligations hereunder as to the Improvements in the Right of Way Area adjacent to such Adjacent Owner's 135237O58;11 5 Adjacent Property pursuant to a Covenant substantially in the form of this Covenant or a separate assumption agreement, in each case, approved by the City Attorney (which approval shall not be unreasonably withheld) and recorded in the Public Records, then Owner shall be releasedfromfrom its obligations under this Covenant, to the extent they are expressly assumed by such Adjacent Owner. 10. Any notice, request, demand, approval, or consent given or required to be given under this Covenant shall be in writing and shall be deemed as having been given when mailed by United States registered or certified mail (return receipt requested), postage prepaid, to the other parties at the addresses stated below or at the last address provided by a party to the other party at which to receive notice. At the City's election, the City may direct all communications under this Covenant to Miami Design District Associates, LLC (MDDA), which will act as a "liaison" for communication purposes between the City and the Covenantor, as long as the Covenantor remains an affiliate of MDDA. Covenantor: City: MDDA: Oak Plaza Associates (Del,), LLC 3841 NE 2°d Avenue, #400 Miami, FL 33137 Attn: Steven Gretenstein City Manager City of Miami 444 SW, 2nd Avenue,10th Floor Miami, Florida 33130 Director of Public Works City of Miami 444 S,W. 2nd Avenue, 8th Floor Miami, Florida 33130 Miami Desi n District Associates, LLC 3841 NE 2°` Avenue, #400 Miami, Florida 33137 Attn: Steven Gretenstein 11. Covenantor expressly acknowledges (i) that the permission granted by the City to construct the improvements on City owned land is solely for the limited purposes set forth herein and does not constitute a lease, (ii) the City retains possession and control of property owned by the City, (iii) if Covenantor breaches any term of this Covenant, receives written notice of such breach from City, and does not timely cure such breach, within sixty (60) days after receipt of such written notice (provided, however, that in the event that such cure cannot reasonably be completed within such sixty (60) day period, then Covenantor shall have such additional cure period as is reasonably required provided that Covenantor commences such cure within such sixty (60) day period and diligently pursues the same until completion), then City may unilaterally revoke the permission granted herein to Covenantor by written notice to Covenantor delivered prior to the date on which Covenantor cures such breach, and {35237058;1} 6 (iv) Covenantor does not and shall not claim at any time any interest or estate of any kind or extent in land owned by the City by virtue of its use hereunder or by virtue of any expenditures incurred in connection herewith. 12. RECORDING, Covenantor shall, at its own cost, record this Covenant in the public records of Miami -Dade County, Florida within thirty (30) days of its acceptance by the City of Miami, Covenantor shall promptly furnish a certified copy of the recorded Covenant to the City Clerk, 3500 Pan American Drive, Miami, Florida 33133 and furnish certified copies of the recorded covenant to the City Manager, City Attorney, Public Works and Risk Management Directors at the following address: Miami Riverside Center, 444 SW 2" a Avenue, Ste, 945, Miami, Florida 33130, 13. TERMINATION, This Covenant shall terminate automatically and be of no further force or effect from and after such date as the City levies a special assessment intended to cover the maintenance and repair of the Improvements, from and after the date of the levy of that special assessment. Recordation in the Public Records of a certified copy of the resolution levying such special assessment shall be conclusive evidence of termination hereof. 15, COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS. Covenantor shall comply with all applicable permitting requirements, governmental approvals, laws, ordinances, codes, rules and regulations ("Regulations") of federal, state and local governments, including the City, 16, CONSTRUCTION OF COVENANT. This Covenant shall be construed and enforced according to the laws of the State of Florida. Venue for any cause of action or proceeding between the parties arising out this Agreement shall be in Miami -Dade County, Florida. 17, SUCCESSORS AND ASSIGNS, This Covenant touches and concerns and the Property shall be binding upon the parties herein, their heirs, executors, legal representatives, successors and assigns, 18. AMENDMENT. No amendments to this Covenant shall be binding on either party unless in writing and signed by both parties. 19. MISCELLANEOUS. 19.1 Captions, title and paragraph headings are for convenient reference and are not a part of this Covenant, Such captions, title or paragraph headings shall not be deemed in any manner to modify, explain, enlarge or restrict any of the provisions contained in this Covenant, 19,2 No waiver or breach of any provision of this Covenant shall constitute a waiver of any subsequent breach of the same or any other provision hereof, and no waiver shall be effective unless made in writing, 19,3 Should any provisions, paragraph, sentence, work or phrase contained in this Covenant be determined by a court of competent jurisdiction to be invalid, illegal or otherwise 05237058,1) unenforceable under the laws of the State of Florida or the City of Miami, such provisions, paragraphs, sentences, words or phrases shall be deemed modified to the extent necessary in order to conform with such laws, or if not modifiable to conform with such laws, then same shall be deemed severable, and in either event, the remaining temis and provisions of this Covenant shall remain unmodified and in full force and effect. 19,4 Further Assurances, All parties hereto upon the request of any other party shall execute such further instruments or documents as may be reasonably required by the requesting party to implement the terms, conditions and provisions of this Agreement. 19.5 Third Party Beneficiary. Covenantor and the City agree that it is not intended that any provision of this Agreement establishes a third party beneficiary giving or allowing any claim or right of action whatsoever by any third party under this Covenant, 19.6 Discretion of the Public Works Director ("Director"). Any matter not expressly provided for herein dealing with the City or decisions of the City shall be within the exercise of the reasonable professional discretion of the Director or the Director's authorized designee. {Signature Page Follows] 135237058;1) WITNESSES: STATE OF FLORIDA COUNTY OF MIAMI-DADE COVENANTOR: OAK PLAZA ASSOCIATES (DEL.), LLC, a Delaware limited liability company gt Dts ''et Associates Manager, re li 1 liability company, its By Miami LLC, a De Manager By,, S Vice President The foregoing instrument was acknowledged before me this 09 P day of P090s l'>- 20 /5 by Steven Gretenstein, as Vice President of Miami Design District Associates Manager, LLC, a Delaware limited liability company, the Manager of OAK PLAZA ASSOCIATES (DEL.), LLC, a Delaware limited liability company, on behalf of the company. He is personally known to me, Notary Public, State of Florida k ALICIA ALONSO WELCI t MY COMMISSION # EE 859276 EXPIRES: April 18, 2017 e Bonded Taw Budget Notary Services [Signature Page Follows] 352370S8;1) IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed by their respective officials thereunto duly authorized, this the day and year above written. "City" CITY OF MIAMI, a municipal ATTEST: corporation By; Todd Hannon, City Clerk Daniel J. Alfonso, City Manager APPROVED AS '1'O LEGAL FORM APPROVED AS TO INSURANCE AND CORRECTNESS: REQUIREMENTS: Victoria Mendez City Attorney APPROVED AS TO CONTENT: Eduardo (Ed) Santamaria, P.E., CGC Director, Department of Public Works (35237058;1 } Ann Marie -Sharpe, Director Risk Management Department EXHIBIT "A" Property Legal Description 30. Laverne Building Lots 1, 2 and 3, Block 2, of BILTMORE COURT, according to the Plat thereof, as recorded in Plat Book 7, at Page 37, of the Public Records of Miami -Dade County, Florida, (35237058;1) EXHIBIT "B" Rights of Way (Ste Attached) {35237058;1) 1 39��'aroWHW(A. 'E�WnoWLANI OaIT uEculO3TWsi MOM >•. a .Iy - I-195 la£S31HSiRea J IUE]J1USRC s .��„v�•as�ss.�.reer��e��� F,1 Nf1 1 11 t DESIGN DISTRICT Future Development 1st Floor .w munawrtorwr 175 EXHIBIT "C" Non -Standard Improvements (See Attached) (35237058:1) 000 Redmond Schwartz Mark Dooipn 1 S I G N AG E PACKAGE Public Works & Traffic Approval Package April 15, 2013 DISTRICT SIGNAGE Type Sign Type Cluant tl- 4 Electrical ° Yes, Internal IIlum. -Foundetion / Eack ngl Support Existing pole support Overhead Illuminated Street Identity Pole Mounted Street Identity (on STOP sign) 9* No, Ambient Mounted on custom regulatory signs I. Pedestrian Crosswalk Enhancement 8 No, Ambient Applied on to existing street paving District / Tenant Directory 6* No, Ambient Mounted on new light poles Pedestrain Crosswalk Signal 4 Yes, Internal IIlum. Flush foundation in pavers 1 r Artwork Didactic 8* No, Ambient Mounted to existing wall; no backing dk Banner Brackets TBD No, Ambient Mounted to light poles Parking Entrance Identity Marquee 1 Yes, Internal Ilium. Wall mounted; backing required ii dLa j Parking District Entry Point Sign 2 Yes, Internal IIlum. Mounted to light poles �dnJ Parking Digital Single on Pole 2 Yes, Internal IIlum. Mounted to light poles Idle ; Parking Digital Double on Pole 5 Yes, Internal IIlum. Mounted to light poles Parking Digital Directional 1 Yes, Internal IIlum. Flush foundation in pavers; footing req. Parking Clearance/Exit Bar 2 No, Ambient Suspended Parking Vehicular Directional (PROTOTYPE) 20* No, Ambient Suspended t' Parking Pedestrian Directional 20* No, Ambient Column mounted == Parking Elevator Identity 3 No, Ambient Wall mounted Parking Stair Identity 6 No, Ambient Wall mounted Parking Restrooms Identity 11* No, Ambient Wall mounted * All quantities are estimates based on prototype designs used throughout the district. All drawings and mitten material appearing herein constitute original and unpubfshed work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without poor written consent of Redmond Schwarz Mari: Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. SIGN SCHEDULE t! DESIGN DISTRICT 1- 1b4 Caf_nnIc, CA ,28177 6115.13 SIGNAGE TYPEFACE MUTCD Approved highway font for street signs. MUTCD Approved highway font PROJECT LOGOS ABCDEFGHIJKLMNOP QRSTUVWXYZ I M I cc wESIGN 0123456789 S ICT _ S ICT SIGNAGE TYPEFACE For additional signage in the District Neutraface 2 Text - Book ABCDEFGHIJKLMNOP QRSTUVWXYZ 0123456789 Neutraface 2 Display- Bold ABCDEFGHIJKLMNOP QRSTUVWXYZ 0123456789 MI♦EMI MIA`MI DESIGN DESIGN DISTRICT DISTRICT All drawings and written material appearing herein constitute original and unpubfshed work of Redmond Schwartz Mark Design Inc. and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. TYPE / LOGO SCHEDULE MI-kh1I DESIGN S;Icy" z COLOR SCHEDULE 0 8 8 MP10147 MP33653 Impulse Blue Black Stallion (Ultramarine Pantone Blue C) or RAL 5002 0 0 MP19894 MP46351 Stainless Steel Subtle Silver Metallic Metallic P4 MP04473 MDD Gold Talcum Powder Pantone 872c 0 MP28153 Mustard Non -reflective White Crosswalk Paint PS MDD Cream Pantone 872c P6 Reflective White Crosswalk Paint - Pabncator must provide sprayouts of each paint color on 6 inch square aluminum per spec above; 2 sets are to be provided to client and design team for approval prior to fabrication. - All paints are to be Matthews Paints; all paint finishes to be satin finish unless otherwise stated in the design drawing. MATERIAL SCHEDULE M1 Painted Aluminum M2 White Acrylic M3 Bronze - Textured M4 Bronze - Smooth M5 M6 Polished Blue Stainless Steel Polycarbonate - Fabricator must provide 2 sets of 6 inch square sample of all materials and vinyl listed above to client and design team for approval prior to fabrication. VINYL SCHEDULE V1 V2 V3 V4 3M 3M 3M 3M Matte Black- Reflective White- Matte White Deep Red Opaque Opaque Opaque 180C-23 180C-22 680-10 7725-20 Note: - Not all colors, vinyls, materials used for public works & traffic approval package. All drawings and written material appearing herein constitute original and unpubKshed w olk of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Desgn Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. COLOR SCHEDULE SN: z sar ei $3 -n uma`sc:S'+_39r §d44 Qi.263fl-€-: 00.1513 Existing Conditions NE AV All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc. and may not be used or disclosed without prior written consent of Redmond Schwarz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. Proposed • Fabricator to paint pole Black (P2) electrostatic paint process • Fabricator to fabricate and install custom street sign to approved standards NE 39sT Note: - Signs indicated are prototypes for other used throughout the district. Note: Developer to use electrostatic black paint at their expense to paint existing and new poles. - Developer to maintain paint finish for painted sign posts. - Sign fabricator to confirm all regulatory & Street Identity signs comply with city reflectivity standards. dA. OVERHEAD STREET SIGN ESN DISTRICT F- 0 General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construc- tion documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All comers to be eased; all welds to be ground smooth, 4 Existing lighting support Attachment by city standard painted 21/2" OSide View Scale 1 I/2"=Y 0" Note: - Signs indicated are prototypes for other used throughout the district. All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwarz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. CO CO OFront View Scale 1 1/2"=1'-0" M1 Internal lighting of "white acrylic" areas to be LED Array - even illumination warm white LED All copy centered. side 1/2" wide rule line Internally illuminated acrylic face sign cabinet; painted aluminum OFront View sides and back Scale 1 1/2"=1. 0" Built-up aluminum box sign with arcylic face - no vinyl or metal trim cap 0 Bottom View Scale 1 1/2"=1'.0" DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. M1 P2 All fasteners to be countersunk and painted n dA. OVERHEAD ILLUMINATED STREET IDENTITY NMI DESIGN DISTRICT= 0 1 -a. Cide,illo San Claret -me CA 91S_42 av2 9479 s OOverhead Illuminated Street Identity (NE 2 AVE / NE 39 ST) NTS All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwa A Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwarz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. 'I it dA. OVERHEAD ILLUMINATED STREET IDENTITY LOCATION PLAN z 1=5C _GbrP �r CtcIc ct, 949-412.4d}y T- 949.492.2a:te mdnv net Existing Conditions Note: - Signs indicated are prototypes for other used throughout the district. - Developer to use electrostatic black paint at their expense to paint existing poles. -Developer to maintain paint finish for painted sign posts. - Sign fabricator to confirm all regulatory & Street Identity signs comply with city reflectivity standards. Proposed • Perf-pole painted in MDD Black (P2) with breakaway detail at base per city standard painted in MDD Blue (P1) • Fabricator to fabricate custom street sign and pole; regulatory sign to be standard approved by city. N E 3$ST N E 39ST Prototype Messages N E 1 AV N E 2 AV AA drawings and written material appearing herein constitute anginal and unpubshed wok of Redmond Schwartz Mark Design Inc and may not be used «diulosed without prior written consent of Redmond Schwartz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dB. POLE MOUNTED STREET IDENTITY (on STOP sign) DESK f15T 1I 01.15,13 8 Connection detail photo reference Note: - Signs indicated are prototypes for other used throughout the district. 2' 8" � t 7 1 /2" 71/2" ff 0 Front View Scale 1/2"-1'-0" tff 0 Back View Scale 1/2"'1' 0" Standard city approved regulatory signs; all backs painted n Backs of regulatory signs painted and maintained by developer. ®Side View Scale 1/2"-V-0" 3/$" 2'- 8" Top View Scale 1/2"=1'-0'. NE3BS Message located on both \-sides of aluminum panel, typ. Off -the -shelf 3/8" thick painted` aluminum panel - all sides; black vinyl Off -the -shelf 90' Cross separator bracket 90° Cross separator bracket --- Standard city approved regulatory signs; all backs painted Off -the -shelf 90° Cross separator bracket OConnection Detail Scale 3"=1' 0" 11/2" ©Breakaway Detail Scale 3"-1'-0" } J All drawings and written material appearing harem constitute original and unpubkshed work of Redmond Schwartz Mark Design Inc. and may not be used or disclosed without poor written consent of Redmond Schwan. Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dB. POLE MOUNTED STREET IDENTITY (on STOP sign) eni51a General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All corners to be eased; all welds to be ground smooth. Please Note: - ALL regulatory signs throughout district to have painted perfo- rated support with sleeve on base - typical. -Sign fabricator to confirm all regulatory & Street Identity signs comply with city reflectivity standards. 71/2" OFront View Scale 1/2"-1' 0" 2 8 OTop View Scale 1/2"=1' 0" CDSide View Scale 1/2"-V 0" Note: - Signs indicated are prototypes for other used throughout the district. 3/8" thick painted P3 aluminum panel - all sides; black vinyl V1 Off -the -shelf 90' Cross separator bracket zz \\,._— Message located on both sides of aluminum panel, typ. \.- Off -the -shelf 90' Cross separator bracket Standard city approved regulatory signs; all backs to be painted P2 Standard perforated pole painted 8 Non -perforated 1/4" thick wall solid "sleeve" over standard perforated pole City approved break -away foundation / anchorage detail Off -the -shelf 90' Cross separator bracket ®Connection Detail Scale 3"=1'-0" 1 1 /2' 5 Breakaway Detail Scale 3,0'-0" J All drawings end written material appearing herein constitute original and unpublished work of Redmond Sd,warb. Mark Design Inc and mey not be used or disclosed without prior written consent of Redmond Schwan= Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dB. POLE MOUNTED STREET IDENTITY (on STOP sign) MIMI ES GN DISTRICT 1- 4J aS Cab SacCkpcccif 8R gP$ 0*9 09.e. 0439' 9414-97.2210 r. ScT,vga 0" --- 04.15.13 _ 0 N.E. 39th STREET N.E. 1st AVENUE— N.E, 38th STREET District Site Plan NTS 2 w All drawings and written malarial appearing heroin constitute original and unpublished work of Redmond Schwartz Mark Design Inc end may not be used or disclosed without prior written consent of Redmond Schwarta Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dB. POLE MOUNTED STREET IDENTITY (on STOP sign) LOCATION PLAN DESIZN DISTRICT Z 11 EXIST DOUBLE Yell Ow STRIPING EXIST 24" WI-IITE STOR - BAR \, IT - - rEXIST CROSSWALK EXIST DOUBLE YELLOW STRIPING An EXIST 24* WHITE STOP TAR �tr-- i T lrj CROSSWALK ss'm EXIST DOUBLE _ YELLOW STRIPING 4 1 E13 AI drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mork Design Inc and may not be used or disclosed without prior written consent of Redmond Schwa. Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. S, i fPCx `YR . DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. The colors are per the civil engineer suggestion as follows Yellow = signs to remain Purple = signs suggested to be removed Blue = signs likely to remain Greens Signs to be amalgamated onto adjacent posts. JB BUILDING V DOUBLE SW STRIPING tr SEXIST SOLID iu1s WHITE STRIPING _ a 39th, Please Note: RSM recommends these edits and consolidations to the reg- ulatory signs, but all suggestions need to be reviewed and approved by civil engineer and client prior to any changes; all backs of signs painted (P2) 4'0 CYYX.R TO FEED OP BUILDING C.Crs In NDE VALVES IN VALVE BOX n 14"0 CWS.R LINES TO COOLING PLANT ON ROOF OF PALMBLOCK REFER TO COURT MEC DRAWINGS r^ I 0 PHASE 1 DISTRICT REGULATORY SIGNAGE PLAN MIAMI A CT t43 ,714 5s- Cler,ante GA F{23z2 33 4g2:Fgi_- -. ticz:38z22 0s _F - 12 All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without poor written consent of Redmond Schwartz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. l4"0 CWS.R UNDERGROUND TO FOLLOW PEDESTRIAN 1 WALKWAY (MAIN LINES SERVE BLOCKS 2,3, AND 4 4"0 CWS.R 7) FEED DP BUILDING OP 110 r METER/PAY I MACHINE The colors are per the civil engineer suggestion as follows Yellow = signs to remain Purple = signs suggested to be removed Blue = signs likely to remain Green = Signs to be amalgamated onto adjacent posts. LOG A m D4uct ds ALT TO 1 - .Trt aucr+K 15. _ oAucr-H4A a._- - EXI¢T YFt I rHt__.-..--- SKIP LINE _ _ -_ f I D L., DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. ibUE1NJ v i Please Note: RSM recommends these edits and consolidations to the reg- ulatory signs, but all suggestions need to be reviewed and approved by civil engineer and client prior to any changes; all backs of signs painted (P2) EXIST. 24" WHITE STOP BAR --N. EXIST. CROSSWALK EXIST 24" WHITE STOP BAR -- - La i30UBLE iW STRIPING z _ 3 EXIST SOLID WHITE STRIPING EXIST CROSSWALK EXIST 24" -WHITE STOP BAR EXIST YELLO EXIST. CROSSWALK -.EXIST 24" yna1T7 ¢TOP EXIST. DOUBLE —YELLOW STRIPING 1> 1 I EXIST SOLID WHITE STRIPING PHASE 1 DISTRICT REGULATORY SIGNAGE PLAN MIAMI DEsN ]SIG` z zenwltn Set 0 wt GA?F747# ,s11. 7 EXIST DOUBLE YELLOW STRIPING EXIST jT� I MI 24" WHITE r^ - } STOP BAR O The colors are per the civil engineer suggestion as follows; Yellow = signs to remain Purple = signs suggested to be removed Blue = signs likely to remain Green = Signs to be amalgamated onto adjacent posts. I Please Note: RSM recommends these edits and consolidations to the reg- ulatory signs, but all suggestions need to be reviewed and approved by civil engineer and client prior to any changes; all backs of signs painted (P2) jo Lrn 01C� STREET_: ly ----Jpiltt'efs.g"� — — — — 10 WE)E CROSSWALK W/ 1r WHITE LINE EXIST DOUBLE YELLOW STRIPING r2 rl , C1 WI drawings and written material appearing herein constitute original end unpublished vmrk of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwarlx Mark Design Inc. 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. PHASE 1 DISTRICT REGULATORY SIGNAGE PLAN 0 V) z See Cleemccete fAi ,6F3 949-4fi294 4--c- 944.492.1E 39 € 14 Third sign if required 0 Typical Sign Location on poles Scale: 1/2" = 1'-0" Please Note: RSM recommends these edits and consolidations to the reg- ulatory signs, but all suggestions need to be reviewed and approved by civil engineer and client prior to any changes; all backs of signs painted (P2) The colors are per the civil engineer suggestion as follows; Yellow = signs to remain Purple = signs suggested to be removed Blue = signs likely to remain Green = Signs to be amalgamated onto adjacent posts. 3N { - n- o \1 z RI-, - EXIST 24" WHITE STOP . BAR } ca rercs vnul,t 0 X1ST. YELLO'A' 1S - SKIP -LINE EXIST DOLE E yFt . Ow ST00 PING I j ® I EXIST SOLID i 4 •III WHITE STRIPING'-'-" \ ®". -EXIST' WHITE STRIPING EXIST. SOLID WHITE STRIPING a All drawings and written matenal appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not ['nosed or disclosed without pnor written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. PHASE 1 DISTRICT REGULATORY SIGNAGE PLAN t1IEI DESIGN DISTRICT z 0 rTizasvlirs. 15 CI) o - M. District Site Plan NTS All dhavings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without poor written consent of Redmond Schwarz Mark Desgn Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT Existing Crosswalk Conditions Proposed • Fabricator to paint white pavement reflecting paint (P6) per city standards Note: - Signs indicated are prototypes for other used throughout the district. All drawings and written material appeanng herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc end may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT OPTION 1 - WITH STRIPE 140,11 DESIGN DISTRICT 1- 0 c F to z 0 17 • ;SWALK Wynwood Crosswalks Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation. t Q'j °Pedestrian Crosswalk Enhancement at 24' decks :gperal lei to street curb - CAI.) I CROSSW/ E b pa=nte4 r�iFe e-whitepilot pPm byCty_ paintedit -white paint qv EXIST. 24' WHITE ST( BAR NI drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmmd Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT - NE 39 ST & NE 2 AVE OPTION 1 18 Wynwood Crosswalks Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation. C1) Pedestrian Crosswalk Enhancement All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwan Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwarz Mark Dos,gn Inc. 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT - NE 39 ST & NE 1 AVE OPTION 1 MIAMI _DESIGN DISTRICT 0 z 07 1 19 Existing Crosswalk Conditions Proposed • Fabricator to paint white pavement reflecting paint (P6) per city standards Note: - Signs indicated are prototypes for other used throughout the district. All drawings and written materiel appearing herein constitute original and unpubkshed work of Redmond Schwartz Mark Design Inc and may not be used or discicced without pnor written consent of Redmond Schwarz Mork Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT OPTION 2 - WITHOUT STRIPE MUM DESIGN DISTRICT 1- 0 F t/) ct z 0 -FDA.e-l.rsd 04.15.. 20 44 Miami Convention Center Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation. 1 Pedestrian Crosswalk Enhancement 1"=10' RUM ESN SRIGT 1- 0 1- z Q v) W 1 a I �'+ C-aa€i'lo San Cle,ente CA 92-02 via Scz 9479 ? EXIST. 24' WHITE ST( BAR All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without poor written consent of Redmond Schwarz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT - NE 39 ST & NE 2 AVE OPTION 2 21 Miami Convention Center Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation. 1' -intsnirWipes to painted in nailectver+lt'rt _`-- 111 arenved_y City Pedestrian Crosswalk Enhancement 1"=10' All drawings and written materiel appearing herein constitute original and unpublished work or Redmond Schwartz Mark Design Inc. and mey not be used or disclosed without prior written consent of Redmond Schwa. Mark Dengn Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT - NE 39 ST & NE 1 AVE OPTION 2 MIA DESIGN DISTRICT z 0 1 22 Representative Photo Mock-up - Not to Scale Representative Photo Mock-up - Not to Scale NI drawmgs and written material appearing herein constitute enigma' and unpublished work of Redmond Schwan Mark Design Inc. and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dH. PEDESTRIAN CROSSWALK SIGNAL I ICT N 0 27 OFront View Scale: 1" a 1'-0" Foundation Note: Sign Fabricator to engineer support and flush foundation. These "Pedestrian Walk Signals" are not removable. Removable bollards will be located between these sign locations. 0 Front View Please Note: - Fabricator to coordinate electrical so that when "WALK" button is pressed, the blue reflectors in the paving illuminates. - Top blue polycorbonate piece to be illuminated with LED in evening when street lights are on. - See plan drawing for recommended spacing and placement of lights in paving. 81/2" OElevation View General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All corners to be eased; all welds to be ground smooth. Note: - Signs indicated are prototypes for other used throughout the district. 8 1/2" 0 Detail View Scale: 3" = 1'-0" Etched and painted filled copy 01 drawings and written material appearing harem constitute original and unpublished work of Redmond Schwartz Mark Design Inc. and may not be used or diulosed without pnor written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dH. PEDESTRIAN CROSSWALK SIGNAL MIME 1-gig Sao nt ce w=olo o ano vain r:c 4.az-tc- t= 28 8 1/2" Blue polycarbonate (1/2" thick) with white copy etched and paint filled "WALK"n — Stainless steel push button for "WALK" 1/2" tall letterforms Polished stainless steel, all sides - eased edges M5 7-- Sign Fabricator to engineer support and flush foundation These "Pedestrian Walk Signals" are not removable. Removable bollards will be located between these sign locations. OFront View Scale: 2" = 1'-0" 8 1/2" General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All corners to be eased; all welds to be ground smooth. Please Note: - Fabricator to coordinate electrical so that when "WALK" button is pressed, the blue reflectors in the paving illuminates. - Top blue polycorbonate piece to be illuminated with LED in evening when street lights are on. - See plan drawing for recommended spacing and placement of lights in paving. Polished stainless steel, all sides - eased edges M5 2 Elevation View Scale: 2" = 1'-0" Note: - Signs indicated are prototypes for other used throughout the district. 8 1/2" OTop View Scale: 2" = 1'-0" 01 drawings and written matenal appeanng herein constitute original and unpublished work of Redmond Schwa. Mark Design Inc. end may not be used or disclosed without poor written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dH. PEDESTRIAN CROSSWALK SIGNAL (this line indicates driving lane extended from inner most curb) ( crosswalk lights to be spaced approx. 24" on center across drive lane approx. 20 lights total. ) (this Inclindicates driving lane extended from inner most curb) Note: These "Pedestrian Walk Signals" are not removable. Removable bollards to be located between these signs. All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dH. PEDESTRIAN CROSSWALK SIGNAL LOCATION PLAN Representative Photo Mock-up Representative Photo Mock-up Note: - Signs indicated are prototypes for other used throughout the district. All dmvnngs and written material appearing herein constitute original and unpublished work of Redmond Sche mtx Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartr Mark Deogn Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dG. DISTRICT / TENANT DIRECTORY DIRECTORIES h4HI DESIGN DISTRICT b 0 e v) 1 Z W 1 Q Se[ -cohort. han.Ciare note nee.aif.22:30 04f5.t3 23 7 1/2" 4 4 EQ EQ OFront View Scale. 1" - 1'-0" 4- 4 0 Side View Scale: 1" - 1'-0" P3 Etched and paint filled copy General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. At sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All comers to be eased; all welds to be ground smooth. Map panels with digital print directly onto painted aluminum; map artwork provided by Made Thought or project management. - Light pole indicated is 6'r diameter; fabricator to confirm this correct diameter prior to fab. O3 Back Side ® Opposite Side View Scale: 1" - i'.0" Scale: 1" - 1'-0" Note: - Signs indicated are prototypes for other used throughout the district. Interior to be painted 0 1 OTop View Scale: 3" - 1.-0" All drawings and written malodor appearing heroin constitute original and unpublished work of Redmond Schwartz Merk Design Inc and may not be used or disclosed without prior mitten consent of Redmond Schwan:, Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dG. DISTRICT / TENANT DIRECTORY DIRECTORIES z 0 160 Ce§rr1,,, Sae CF4,Fifst. CA: 9202 94i,442,479 _7 .2,4_442.2230 €_ j Dataita��d - I 24 /4 Section Scale 6" a 1'.0" 1/4" thick built-up aluminum with all welds ground smooth Quirk mitor corners "Tap" on back of sign anchored in 4 locations thru carrier Existing light pole - verify diameter prior to fabrication Anchor bolts 1/4" thick painted aluminum plate with digital print Weld to existing light pole all attachments concealed General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All corners to be eased; all welds to be ground smooth. Please Note: - 2 sided to be removeable for flexible map printing, map by others. OConnection Detail Scale: 12" = 1'-0.. All drawings and written material appearing heroin constitute original and unpublished work of Redmond Schwartz Murk Design Inc and may not be used or discio od without prior written consent of Redmond Schwartz Mark Design Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dG. DISTRICT / TENANT DIRECTORY DIRECTORIES SIGN., CT Indicates locations for dG directories Representative locations around 1 typical block. PJI dewmgs and written material appearing heroin constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mork Design Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dG. DISTRICT / TENANT DIRECTORY LOCATION PLAN _DESIGN ISTRICT 0 1 €3 Cet rile, Ca azars :as-av=.ssEg T saga k7,22-30 € 00.1513 26 BUCKM/NSTER FULLER OYMAX/ONSVHERE !MI, NEW YORK Existing Wall 0 Elevation View Scale: 3/4" = 1'-0" 'PII III'tq OTop View Scale: 1" = 1'-0" 5 1/2" General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or es built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All comers to be eased; all welds to be ground smooth. All copy to be provided to fabricator prior to Note: fabrication - Signs indicated are prototypes for other used throughout the district. All fasteners to wall to be concealed ®Front View Scale: 1" = 1' 0" Silkscreened copy by others to be (1 Painted aluminum with eased edges [M1 8 Both sides to be painted ®Slde View Scale: 6" a 1'-0" All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwarz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dJ. Artwork Didactic 1-40 L>=errli7 CA 92.612 140.4-92.7410 949.02.2230 c — Fabricator to verify light pole prior to fabrication — Vinyl banner to be printed both sides, typical Banner material and print samples must be submitted prior to final fabrication. Final design is TBD Note: - Final light pole TBD prior to fabrication. Heights to be confirmed prior to fabrication. ( currently shown at 14' to bottom of lowest mounted light ) ,._ 8„ O1 Elevation View O Banner Detail Scale. 1/2" - 1'-0" Scale. 1" = 1' 0" Note: - Banner locations to be used throughout the district on light poles. Digitally printed vinyl banner material, typical both sides. Sample must be submitted for color and material approval prior to final fabrication Final banner message TBD. Banner bracket attachments TBD based on final light pole selection to be supplied manufacuter. ( Banner attachments to be engineered per local windload requirements ) All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without pnorwdtten consent of Redmond Schwarz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dK. Street Banners -E N - 1 R-ICT 0 F- 1 Z 0 32 t 4 -0" Louvers by architect M1 M2 White acrylic push -through letters; 1/2" proud of cabinet face; polished edges M Marquee to extend into or thru architectural colours to anchor to support column (by architects) - colours to be "cut" to engage marquee 0 Front View Scale 1/4" = M2 Built up painted aluminum cabinet with internal LED illumination — White acrylic arrow to "wrap" on side and be internally illuminated OSide View Scale 1/4" m 1'-0'. OTop View Diagram &ale 1/2" = 1'-0" Representation Note: - Prototype parking entry monument, indicative of type of entry I.D. found throughout the district. - Other parking garage I.D.'s may vary in design, but will not exceed this size. Louver Louvers cut to visually "run into" blade sign Blade sign attached to structural support column. Structural column support by architect, column indicated for schematic location only. Note: - Column size and location has been determined by architect, Sign Fabricator to engineer and detail support anchors to structural column. All drawings and written material appearing heroin constitute original and unpublished wo,k of Redmond Schwartz Mark Design Inc. and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcJ. Parking Entrance Identity Marquee Mk MI -DESIGN DISTRICT 1- CC tn Ct z sea eioeaiaat$ CA 42022 9.49:AA -9d.T? T P A R K N G `i� 0 Front View Scale. 1/4" — 1.-0" Louvers by architect 8 M2 Black indicates internally illuminated push-thru acrylic White acrylic push -through letters; 1/2" proud of cabinet face; polished edges Marquee to extend into or thru architectural colours to anchor to support column (by architects) - colours to be "cut" to engage marquee Marquee to extend into or thru architectural colours to anchor to support column (by architects) - colours to be "cut" to engage marquee M2 r-t OSide View Scale. 1/4" = 1'-0" Built up painted aluminum cabinet with internal LED llumination White acrylic arrow to "wrap" on side and be internally illuminated Representation Note: - Prototype parking entry monument, indicative of type of entry I.D. found throughout the district. - Other parking garage I.D.'s may vary in design, but will not exceed this size. All drawings and written material appearing herein constitute anginal and unpublished work of Redmond Schwa. Mark Design Inc and may not be used or disclosed without purer written consent of Redmond Schwartz Mork Design Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcJ. Parking Entrance Identity Marquee 1- z 1 0115.13 34 0 Elevation View Scale. 1/2" 1. 0" 0 Elevation View Scale. 1/2" = 1. 0" ® Elevation View Scale- 1/2" = 1'-0" All drawings and written matenal appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc end may not be used or disclosed without pnor written consent of Redmond Schwarz Mark Doegn Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. DESIGN DISTRICT 1- 0 ct H z 0 San Clem SaL4v2 9 S'? r 4b+F>4S2, 22 F 35 P 10 Painted aluminum cabinet Push-thru acrylic; 12" proud of face. - Push -thin acrylic; Internally illuminated. District Entry Point LdLI] Double on Pole Note: both sides are similar with digital on each side. Dimensional drawings to be provided after design approval has been met. dlb] Single on Pole Note: both sides are similar with digital on each side. Digital read out All drawings and written material appearing herein constitute original and unpubtahed work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Dosngn Inu ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. HUM D S fICT 0 2 36 NE 3841 ST (CI y) NE 36TH ST 1 195 LEGEND tip; DISTRICT ENTRY POINT (STATIC) jdib) SINGLE ON POLE (STATIC) { Lcj DOUBLE ON POLE (DIGITAL) GROUND MOUNTED DOUBLE (DIG.) Location plan for MDD Area All drawings end written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mad: Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. Parking Digital Directional Locations DESIGN DISTRICT z 0 w Ct 1! s Cabsills €a Clsm CASa n 941.02.9-4-79 re 37 rn ni dLc I 41 STREET - All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior mitten consent of Redmond SchererMark Deng Inc (D2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. = zM LEGEND dta DISTRICT ENTRY POINT (STATIC) [Lb1 SINGLE ON POLE (STATIC) [a.] DOUBLE ON POLE (DIGITAL) GROUND MOUNTED DOUBLE (DIG.) Location plan for Phase 1 Development Parking Digital Directional Locations 1'4A ElISTRICT LU 1 oo afCanon .2,72 r .11513 39 STREET LEGEND DISTRICT ENTRY POINT (STATIC) [dLks SINGLE ON POLE (STATIC) [d1.r<' DOUBLE ON POLE (DIGITAL) GROUND MOUNTED DOUBLE (DIG.) Location plan for Phase 1 Development All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. Parking Digital Directional Locations EQ. EQ. Location Plan, Typical condition 1/2" reveal NEJ� ST • NE 42 ST IM2I 2 -Sign fabricator to coordinate with parking garage consultant for specification of digital display system; sizes, specification, mounting, data, etc. v to be internally illuminated and glow red when parking is full or green (with "arrow") when spaces available. Please note: both sides are similar with digital on each side. t OElevation, Detail Q Side View, Detail Scale. 3/4" = 1' 0" �+ Scale 3/4" = 1' 0„ All drawings and written material appearing heroin constitute original end unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without pnur written consent of Redmond Schwartz Mark Deogn Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcK. Parking Digital Directional MIAMI DESIGN DISTRICT z CA 9202 -94-1,492,5,479 40 NE338ST Push-thru acrylic; 12" proud of face. Copy TBD before fabrication, etched and pain filled. P2 Copy shown is TBD placeholder at this time Digital read out 1 /8" seam Painted aluminum cabinet Bottom of panel to follow any slope in grade All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwa. Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. 8. I t General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrica- tion based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All comers and edges to be eased; all welds to be ground smooth. -Sign fabricator to coordinate with parking garage consultant for specification of digital display system; sizes, specification, mounting, data, etc. - v to be intemally illuminated and glow red when parking is full or green (with "arrow") when spaces available. 1" wide built-up aluminum panel - each side; no exposed fasteners 8 Aluminum access panel recessed 1/2"; each side P1 Foundation flush with grade or hardscape; Sign Fabricator to engineer support and flush foundation. OElevation, Detail O Side View, Detail Scale:3/4" = 1'-0" Scale. 3/4" = 1'.0" DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcK. Parking Digital Directional I ST C 0 Elevation Scale: 1/4" n 1'-0" Note: - Clearance height is to be 6'-8" and should be confirmed prior to final fabrication. ENTER. OParking Clearance/Exit Messages Scale: 1/2"=1'-0" DO NOT ENTER. General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrica- tion based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All corners and edges to be eased; all welds to be ground smooth. - All copy to be approved by client prior to fabrication. All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Desgn Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcL. Parking Clearance / Exit Bar Z af.FS.13 4 Airline 8 cable with painted 1" diameter PVC pipe Expanded PVC sheet material M8 with paint and vinyl type 2'-10" V3 Black indicates 1 vinyl copy/arrows I — CLEARANCE 6f -80, 1, ENTER. 8" 1311" ] Jr T-8" CDOverhead Vehicular Directional I Elevation Scale: I 1/2".1'-0" All drawings and mitten material appearing heroin constitute original and unpublished work of Redmond Sdswartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. Note: - Clearance height is to be 6'-8" and should be confirmed prior to final fabrication. - All copy to be approved by client prior to fabrication. 3pi " 0 Side View Sae: 1" =V-0" pcL. Parking Clearance / Exit Bar 0 4 Airline cable with painted P7 1" diameter PVC pipe Expanded PVC sheet material with paint and vinyl type IMBI Black indicates vinyl copy/arrows V1 V4 GT-E-MT-ER. - - a 7 3/4" OOverhead Vehicular Directional I Elevation Scale: 1 1/2 1'.0" All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc. ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. - All copy to be approved by client prior to fabrication. OSide View scale 1"=1'� pcM. Parking Vehicular Directional IGN (SILT OOverhead Sign Messages Scale 1/2"=1'.0" OOverhead Vehicular Directional I Elevation Scale 1 "=1' 0" PARK EXIT Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. - All copy to be approved by client prior to fabrication. OMounting Scale! 3/8"=1' 0" U Side View Scale, 1"=1' 0" Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All corners and edges to be eased; all welds to be ground smooth. Please Note: The suspended vehicular directionals are prototype designs only. Fabricator to coordinate with message schedule and suspended locations provided by parking garage consultant. MI drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc. 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcM. Parking Vehicular Directional i eC 151a 45 Expanded PVC sheet material with paint and vinyl type M8 General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All comers and edges to be eased; all welds to be ground smooth. Please Note The suspended vehicular directionals are prototype designs only. Fabricator to coordinate with message schedule and suspended locations provided by parking garage consultant. V3 Black indicates vinyl copy/arrows NIEXIT .MORE PARKING OOverhead Vehicular Directional I Elevation Scale 11/2"=1' 0" All drawings and written material appealing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc end may not be used or disclosed without pnor written consent of Redmond Schwarz Mark Desgn Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. 3 1/2"{ Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. - All copy to be approved by client prior to fabrication. 34 3.: OSide View Scale: 1"=1'-0" pcM. Parking Vehicular Directional I -DESK. DISTRICT General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All corners and edges to be eased; all welds to be ground smooth. Note: to be located determined by pedestrian flow in next package. - ALL copy to be approved by client prior to fabricaiton. 0 Side View Scale 1"=1'-0" 6 Side View Scale 1"=1' 0" Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. OTop View Scale "=1 •-0" OFront View Scale 1"=1'.0" PAY. 10" 5 Front View Scale 1' =1' o" 00 drawings and written matenal appearing herein constitute original and unpublished work of Redmond 5chwanz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcN. Parking Pedestrian Directional CT z e _catti=10 -en Cl.e.eftle a 7743F 04.1533 47 Diagramatic Reference Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. - All copy to be approved by client prior to fabrication. OSide View Scale 1/2,0,0" Typical: - 3/4" thick PVC Sheet Painted w/ vinyl messaging. P2 V3I *Both Sides Similar M8 10" To• View Scale 1/2' =1'-0" 0 2 o o m c 5 ®Front View Scale 1/2"=1'.0" All drawings and written matenol appearing heroin constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without poor written consent of Redmond Schwarz Moik Design Inc (D2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcN. Parking Pedestrian Directional 1 in, tr. rill Seri cdemante Cs /202 F teem ',bed Oa MO OMessaging Scale- 2" - 1'-0" ®Front View Scale: 1/2"-1 -0" ® Top View Scale:3" = 1.-0" ®Front View Scale. 3" = 1' 0" 10" General Notes: 1. All metal edges to be eased with no sharp edges - special care for this around laser cut letters / numbers and accessible areas. 2. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local weather conditions. 3. All sizes shown are approximate and should be verified prior to final Existing wall fabrication based on construction documents and/or as built conditions. surface 4. Fabricator must use Matthews UV dear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 5. All corners and edges to be eased; all welds to be ground smooth. 1/4" thick painted aluminum panel with raised tactile symbol, letterforms and grade 2 braille; sign fabricator to confirm sign to be ADA compliant prior to final fabrication. Panal to be flush mounted to existing wall surface with no visible fasteners; anchor studs, typical 1/4"} 1/32" ®Side View Scale: 3„ - 1'-0„ All drawings and written material appeenng herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc. and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc. 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcP. Parking Elevator Identity 1.101.11 ES cziN 0 1E7 Ce0rlio SAn cs 0-2k 70 ??4-.492.:434 044,3”.2230 49 OMessaging Scale: 2" 1' 0" 0 Front View Scale: 1/2"=1'-0" OTop View Scale: 3" = 1'-0" 10" General Notes: 1. All metal edges to be eased with no sharp edges - special care for this around laser cut letters / numbers and accessible areas. 2. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local weather conditions. 3. All sizes shown are approximate and should be verified prior to final Existing wall fabrication based on construction documents and/or as built conditions. surface 4. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 5. All corners and edges to be eased; all welds to be ground smooth. -ETA I R ®Front View Scale 3" = 1'-0" 1/4" thick painted aluminum panel with raised tactile symbol, letterforms and grade 2 braille; sign fabricator to confirm sign to be ADA compliant prior to final fabrication. Panal to be flush mounted to existing wall surface with no visible fasteners; anchor studs, typical lM1l 8 8 1/4"t 1/32" 5 Side View Style: 3" = 1'-0" AlldmvAngs and written material appearing herein constitute original and unpub®shed work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwarz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcQ. Parking Stair Identity MMI DESIGN -DISTRICT z 50 OMessaging Scale. 2' = 1'-0" 0 Front View Scale: 1/2"ir1'-0" ®Front View Scale. 3" = 1'.0" 10" General Notes: 1. All metal edges to be eased with no sharp edges - special care for this around laser cut letters / numbers and accessible areas. 2. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local weather conditions. 3. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 4. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 5. All corners and edges to be eased; all welds to be ground smooth. 1/4" thick painted aluminum panel with raised tactile symbol, letterforms and grade 2 braille; sign fabricator to confirm sign to be ADA compliant prior to final fabrication. Penal to be flush mounted to existing wall surface with no visible fasteners; anchor studs, typical 1 /4" 1/32" ®Side View Scale: 3" = 1'-0" All dravengs end written material appearing herein constitute original and unpublished work. of Redmond sdiwars Mark Design Inc and may not be used or disclosed without poor written consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcT. Parking Restroom Identities CT 1- 0 j CA �r1e CA €2o7/ adg 51 GENERAL RSM DESIGN SIGNAGE SPECIFICATIONS These general specifications addressing signage and graphic elements within the attached package are intended for the signage fabricator, and are a supplement and subservient to the general project specifications provided by the Owner, developer, or architect of record. The sign fabricator is responsible for obtaining and complying with the referenced general project specifications in addition to these signage specifications. This document has been assembled by RSM Design with the expectation that the sign fabricator will meet the following quality and performance requirements. The acceptance of these drawings by the sign fabricator constitutes agreement to comply with the following conditions. The Owner will hold the sign fabricator to these requirements as part of their contract obligations. I. INDEMNITY These signage drawings are for design purposes only and are not intended to be used for construction. Anyone who uses these designs for construction does so at their own risk. Owner, and Owner's agents, servants and employees who use these designs ("Indemnitors") agree to indemnify and hold RSM Design, its officers, directors, agents, servants and employees ("Indemnitees") harmless from any and all claims, liability, cost, losses, damages, recovery and expenses (including attorney's fees, court costs and expert witness fees) incurred by Indemnitee arising from any claims involving these designs or any other work done by Indemnitee. The following package represents the signage and graphics scope as understood by RSM Design throughout the design process and at the time of issuance. RSM Design cannot be held responsible for alterations, changes, value engineering, and other modifications made to the signage scope and fabrication methods without the inclusion of and consent of RSM Design prior to fabrication and installation. With the acceptance of this package by the Owner, developer, and/or architect of record, all of the designs represented in this package have been reviewed (and approved unless RSM Design is notified otherwise) by the architects of record and the client for original design intent, placement, appropriateness, and functionality. All location plans and location elevations represented in this package may not be representative of the existing built conditions. The sign fabricator is responsible for verifying all existing conditions (dimensions, backing, accessibility, electrical accessibility, other conditions) prior to fabrication and installation. Conflicts / Contradictions with Drawings or Existing Conditions The contractor should recognize and bring to RSM Design any conflicts or contradictions either in regards to these drawings or existing conditions or as they relate to other disciplines or contractors. All conflicts should be described in writing and the sign fabricator is to provide alternative solutions to resolve the conflict. All conflicts are to be resolved and any changes approved by RSM Design and client prior to sign fabrication. All dmvnngs and written matenel appearing herein constitute original and unpublished vmtk of Redmond Schwartz Mark Design Inc and may not be used or disclosed without poor wntton consent of Redmond Schwartz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. Roles and Responsibilities RSM Design's role on this project is for the design intent and aesthetic look of each sign and in coordination with the overall project design team. The sign fabricator is responsible for all structural, mechanical, fabrication, details of the signs (venting, waterproofing, safety, etc.), engineering of the signs construction coordination, and installation of all signs. The sign fabricator is responsible for meeting all local and national codes, ordinances, and laws associated with these designs and their construction documentation. Sign fabricator to inform owner, developer, general contractor, and RSM Design that the sign package has been submitted to the local governing municipality or city for review and plan check, and any variances have been approved for the signs. General Notes 1. It is the sign fabricator's and installers responsibility to: a. Coordinate all sign installations with general contractor. b. Remove all existing signs and dispose of them legally. c. Patch and repair any damage to wall surfaces and surrounding finished floor, at or adjacent to sign, includes existing damage and any damage caused by removal of existing sign. d. Remove Legal, Warning, Code Required or ADA signs only when replacement sign is to be installed; and temporary sign(s) to be provided as needed for safety measures. e. Advise RSM Design of any existing signs not accounted for in RSM Design's sign package. 2. Sign fabricator to verify all locations and conditions prior to fabrication and notify RSM Design of any changes or conflicts within the design package. 3. Sign fabricator to confirm all final sign messaging and locations with client or general contractor prior to fabrication. RSM Design to be notified of any changes or comments. 4. Sign fabricator's shop drawings to include layout of all seams, attachments, and messaging on all signs. 5. Renderings in RSM Design's package are illustrative and conceptual in nature; measured, dimensioned drawings, and messages in this document govern. 6. All exterior signs to have appropriate water proofing and weep holes to discharge any water inside, but weep holes must contain internal light baffles to shield any light leakage. 7. Sign fabricator to detail and provide all necessary mechanical or non - mechanical ventilation for signs (exterior and interior) to keep signs from overheating or condensation building up. If vents or ventilation devices alter the design intent, RSM Design is to be notified prior to fabrication. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. 8. Where signs will be anchored to concrete, sign fabricator to provide steel plate with epoxy set anchors (locate and avoid existing rebar). Where signs will be located on brick, locate anchors at grout where brick occurs and tie into existing concrete. 9 Sign fabricator's shop drawings (which will be used for construction) must include and clearly document all of the following: - Internal structure - Construction details and joints - All visible attachments and material seams - Venting - Lighting details - Water proofing and water drainage - Electrical locations - Access panels - Foundation details - Engineered structural members - Material thicknesses - Color samples sprayed on actual (final) materials 10. Sign fabricator's drawings to be based off of their original documentation and drawings, and are not to be "copies" of or re- formatting of RSM Design's original design drawings. II. PERFORMANCE INFORMATION NON -DISCLOSURE AGREEMENT All ideas, designs, arrangements, and plans indicated or presented by these drawings are owned by and are the property of the Redmond Schwartz Mark Design, Inc. (RSM Design) and the project Owner, and were created, evolved, and developed for use on and in connection with the specified project ONLY. These designs and details cannot be used on any other project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any persons, firm, or corporation for any purpose whatsoever without the written permission of Redmond Schwartz Mark Design Inc. and the Owner. Any and all inquiries in this regard by outside parties should be referred to RSM Design. It is required that all original artwork fumished by RSM Design be retumed upon completion of this project. For the purpose of this package and these specifications, the term "Contractor" shall mean sign fabricator or sign contractor and the term "sign" shall refer to any fabrication, object, or article of graphics or furniture described in these drawings and/or specifications. The acceptance of these drawings by contracted general contractors, vendors, bidders, sign fabricators, or sub -contractors and their agents constitutes agreement to all of the following conditions outlined in these specifications. SPECIFICATIONS 1 OF 6 ESIGN .; DISTRICT III. DESIGN INTENT AND SHOP DRAWINGS A. Details on drawings indicate a design approach for sign structures but do not necessarily include all fabrication details required for the complete structural integrity of the signs. It shall be the responsibility of the contractor to perform the complete structural design of the signs and to incorporate all the reasonable safety factors necessary to protect the Owner, general contractor, and RSM Design against public liability. Sign fabricator also to be responsible for the detailing and inclusion of all necessary water proofing, proper ventilation devices, and internal lighting specifications in their shop drawings. B. Fabrication and installation design: Unless otherwise directed by Owner, design to withstand severe public abuse, souvenir theft or vandalism, but not less than equivalent of resisting simple hand implements and tools (screwdrivers, knives, coins, keys, and similar items), and adult physical force for approximately 10 minutes. All fabricated signs shall also be built to withstand normal maintenance operations used by employees/staff. C. Electrical Design: Contractor shall specify all internal and external electrical and internal lighting components to be used to illuminate sign elements. Major, large scale elements may require the involvement of a licensed lighting designer at the sole cost of the Owner. Final coordination of fixture type, tamping, quantity and locations to take place between Contractor, general contractor, and Owner, as well as selected lighting designer for suitability in attaining desired appearance and/or effect. a) Actual installation of lighting fixtures not contained within the sign element(s) must be performed by a licensed electrical contractor or equivalent for the location of the project. b) Sign connection to existing electrical power on site, if more than (6) feet from sign element(s), must be performed by a licensed electrical contractor. Sign fabricator to coordinate necessary electrical requirements and locations with the general contractor. c) When requested by the Owner and RSM Design, lighting mock-up(s) shall be provided using the specified fixtures or lamps, either in -shop review, or on -site evaluation, to determine the effectiveness of the desired lighting scheme and to the approval of the Owner. d) If required, sign fabricator to submit calculations signed by a registered professional lighting engineer in the area or country of the project to Owner for review. e) Sign fabricator to submit certification of conformance to UL (or similar in the area or country of the project) requirements for sign construction. D. Resulting working drawings, shop drawings, and contract documents including permit documents are the sole responsibility of the Contractor in every respect. Contractor is responsible for obtaining all permits in the area, local municipality, or country of the project's location. E. RSM Design will review the submitted shop drawings only for conformance with general design intent, and will in no way be responsible or liable for any results of construction from approved working drawings, material selection, shop drawings, contract documents or any other agreements other than agreement with the Owner authorizing these documents. F. Sign fabricator to submit shop drawings for review and approval obtained by RSM Design and Owner prior to any fabrication begins. Should fabrication that has begun and might need to be changed prior to obtaining approval of shop drawings, sign fabricator to assume all costs associated with the changes. G. Sign fabricator to make corrections to and resubmit any shop drawings not approved. IV. QUALITY ASSURANCE A. Quality of Workmanship. The Contractor shall be responsible for the quality and delivery of all materials, and workmanship required for the execution of the contract including the materials and workmanship of any firms or individuals who act as his or her subcontractors. It is desired that the Contractor for work of this type shall have in-house, broad knowledge, diverse shop and field experience, flexibility, coordinating ability, skilled craftsmen, and physical labor as necessary as well as facilities to produce quality products. Contractor shall be responsible for providing subcontractors with complete and up-to-date drawings, specifications, graphic schedule and other information issued by RSM Design. B. Performance. The contractor shall base his or her proposal on the performance of all services, including all items of labor, material and equipment required for the complete fabrication and installation of the specified work (and these specifications) within the time frame agreed to by Contractor, Owner, and RSM Design. C. Dimensions. Written dimensions on the drawings shall take precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions shown by these drawings as they relate to actual material sizes, existing construction and related site conditions. If there are discrepancies with dimensions or materials, it is the responsibility of the Contractor to bring it to RSM Design's attention before fabrication for any clarifications deemed necessary. D. Sign Package Graphics Schedule. Copy, quantities and references shown on the included Graphics Schedule shall take precedence over drawings. Specification shall take precedence over the large-scale details. The large-scale details shall take precedence over the smaller -scale drawings. If there are discrepancies it is the responsibility of the Contractor to bring it to RSM Design's attention before fabrication for any clarifications deemed necessary. E. Execution. In the case of discrepancies, in quantities, dimensions, message, or any other related elements Contractor is to notify RSM Design before proceeding further in any operation, in order to resolve the issues in question. It is required that the Contractor not attempt to resolve the discrepancies without consulting RSM Design. F. Contractor Recommendations. The Contractor shall carefully study the detailed drawings for the various signs and make specific recommendations and changes if those changes will improve the quality of any sign. Such recommendations and changes shall be approved in writing by RSM Design or their technical representative prior to preparation of shop drawings or fabrication of any samples of signs. The Contractor is responsible for including industry standard details in their shop drawings, whether indicated in RSM Design's design drawings or not. .items such as proper venting (mechanical or natural), water proofing, foundations details, weep holes, access panels, etc. It is the Contractor's responsibility in the production of the shop drawings for construction to accommodate for all necessary local code required conditions and sign detailing that will promote the long life and ease of maintenance of the signs. G. Artwork. Apple Macintosh generated electronic artwork as required by the Contractor for signs, symbols, and custom designed graphic components (i.e. logos, logo types, arrows, or patterns) will be provided in Mac -based Adobe Illustrator CS5 format at a scaled percentage of the final size. A high resolution appropriate art or graphic scan will be provided when necessary for non -vector based graphics. All required copy message layouts and text for project signage system is the responsibility of the sign Contractor. All enlarging and reducing is the responsibility of the sign Contractor. Contractor shall submit an itemized list of all required artwork at time of bid prior to generating shop drawigns. Note: Any artwork required beyond electronic computer artwork noted above (i.e. additional custom copy layouts, formatting for other platforms or file types, AutoCAD files, "Linotronic" output, or copying to other media, etc.) will be billed to the Contractor on a time and materials basis by RSM Design. RSM Design cannot provide copies of licensed fonts. H. UL (or similar) Compliance. Complete Underwriters Compliance (for the United States) or approved recognized testing agency (for other countries), compliance, as required, is the responsibility of the Contractor. Contractor shall provide lighting fixtures and electrical components that meet all UL (or similar) testing lab requirements for safety, operation, construction and are UL-labeled and listed. J. Lamp Emission. All lighting fixtures/sources shall emit a color balanced, consistent and uniform light with no browning, flickering, haloing, or other uneven effect. K. Electrical Hardware. All transformers and electrical hardware shall be concealed, non -audible and non -visible to pedestrian and vehicular traffic. Provide disconnect switch as required by local or international governing agencies. Confirm with Owner and general contractor the necessity or desirability of light sensor switches, day -night circuit connections, local restrictions on night time area lighting or other conditions that could affect the use and operation of any sign illumination. All drawings and written material appeanng herein constitute original and unpublished work of Redmond Schwa. Mark Design Inc and may not be used a disclosed without prior written consent of Redmond Schwartz Mark Design Inc 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. SPECIFICATIONS 2 OF 6 L. Labeling. There shall be no visible labels, manufacturer's or otherwise, code permitting, on the completed signs. If labels are required, a sample label and intended location along with an explanation of the requirements must be submitted for review by RSM Design and the Owner, prior to application and/or installation. No visible sign fabricator company labels or stickers are permitted. M. Stock. All material, hardware, electrical components, finishes, etc. used to fabricate any and all sign components shall be "NEW" (not previously used or operated in any other application) and from the most recent original manufacturer's production run/supply and appropriately matched to the service conditions required of the site. N. Testing. Contractor is required to provide Owner with a copy of all testing inspection reports as may be required by local or international codes. An independent testing lab may be hired by the Owner to do inspection and material testing. Contractor is not to proceed with fabrication until all unsatisfactory conditions have been corrected by the Contractor in a manner acceptable to the Owner. V. SUBMITTAL A. Shop Drawings. The Contractor shall submit a digital PDF file of detailed shop drawings; as well as two (2) sets of detailed shop drawings for each sign type, to the following; (1 set of 11" x 17" prints) to general contractor and (1 set of 11" x 17" prints) to RSM Design for review prior to the start of any fabrication. These drawings are to show and indicate all materials, finishes, construction details, lighting specifications and installation details of artwork and signage structure. This includes types and locations of all mechanical fasteners, indicated welds, attachments, joint details, internal frames, lighting details and specifications, reinforcements, support backing, ventilation (natural or mechanical), water proofing, engineering details and calculations, electrical locations, foundation details, access panels, material thicknesses, color samples (on actual materials), and connection to support structure or mounting surface, whether shown or discussed in RSM Design's drawings or not. Shop drawings and data shall be reviewed by RSM Design with such promptness as to cause no delay in the work. The Contractor shall make all corrections required by RSM Design and resubmit for final review. Shop drawings for all signs must be approved by RSM Design and the General Contractor or Owner before the start of fabrication. B. Conflicts/Contradictions w/ Drawings or Conditions. The contractor should recognize and bring to RSM any conflicts or contradictions either in regards to the drawings or as the drawings relate to other disciplines or contractors. All conflicts should be described in writing and the Contractor is to provide alternative solutions to resolve the conflict. All conflicts are to be resolved and any changes approved by RSM Design and Owner prior to sign fabrication. C. Product Data. The Contractor shall submit manufacturer's technical data and installation instructions for each type of sign and/or fixture required as will be provide in the completed, installed sign unit. Identification of all materials used, by manufacturer's descriptive literature, control number, name, code number, batch and formula when available shall be provided by the Contractor. All materials used and specified are the responsibility of the Contractor. Any materials indicated or specified in RSM Design's drawings must be approved of by the Contractor for availability, warranty, appropriateness, compatibility with other materials, etc. If Contractor has any concerns about any materials suggested or specified by RSM Design in their design intent drawings, Contractor to inform RSM Design in writing prior to fabrication or take on full responsibility for use of specified material. D. Specific Samples and Mock-ups The Contractor shall submit two (2) samples and/or prototypes as specified within the drawings, minimum size 8.5"x 11" or as requested by RSM Design of each color and finish on the specified materials and/ or accessories required for signs. Samples must be submitted to RSM Design in a time frame allowable for review of color, texture and aesthetic compatibility to any existing adjacent materials prior to fabrication. It is strongly encourages that all color and material samples be submitted to RSM Design when shop drawings are submitted for review. Compliance with all other requirements is the exclusive responsibility of the Contractor. When specified, furnish full-size samples of sign materials. Contractor to resubmit all samples and mock-ups as requested until all RSM Design, general contractor, and Owner specifications are met and approved. All project mock-ups need to be approved prior to fabrication of all final signs. E. Structure. Installation, engineered internal structure, engineered mounting assemblies and engineered foundations are by Contractor and are to adhere to design intent of RSM Design, if specified. Contractor to coordinate and provide architect of record and general contractor with drawings indicating placement and structural requirements for architectural backing. Contractor shall submit two (2) sets of prints and one digital set of comprehensive engineering drawings to RSM Design incorporating an adequate foundation and/or mounting structure for all sign components to meet all load and wind requirements and given site conditions. The Contractor shall, at his or her expense, submit to general contractor for distribution and review, calculations, sealed by certified engineers registered in the state or country of final installation, for all structural members including foundations. F. Custom Fabricated Items. The Contractor is to submit shop drawings of all custom fabricated items and specifications on all standard pre -manufactured items. G. Electrical Requirements. The Contractor shall provide, within 30 days of the award of contract, the specific electrical requirements to the Owner and/or general contractor. H. Light Service. The Contractor shall provide the general contractor or Owner with complete lighting or LED replacement information, brand, type, wattage, color, etc., for all lighted components. This information shall be in a digital format and shall indicate at least one local area (site) supplier J. Special Conditions. The Contractor shall provide RSM Design and the Owner with specifications and recommendations to provide a magnetic force field around all signs that will protect the signs from all damage. Please email RSM Design upon receipt of and acknowledgement of this "Special Condition" so that RSM Design can remove it from the final bid / award package. Thank you. K. Maintenance. The Contractor shall provide the Owner with complete finish/component care instructions as specified by the manufacturer for on -going sign cleaning and maintenance. Three (3) sets are to be submitted. Contractor to provide Owner with one (1) gallon or one (1) liter (unopened and clearly marked) of each paint color/finish used on the project. L. Copy / Text / Messaging Layouts. The Contractor shall provide the Owner full size black and white copy layouts required for all signs and all copy prior to fabrication. Layouts must be submitted to the Owner and/or RSM Design in a time frame allowable for review, multiple adjustments and approval without delay to the project. Final copy of all signs, including size and fonts used to be reviewed and approved by Owner prior to final fabrication. RSM Design is not responsible for correct adherence to code, copy information or location of signs. City, County, State, or Country sign requirements supersede information shown in the RSM Design sign designs. VI. FINISHES A. Colors and Surface Textures. All colors shall match exactly the color and finish specifications provided by RSM Design. Exercise care to assure that finished surfaces are unblemished in the completed work. For exposed signage, materials with applied colors or other characteristics related to appearance, Contractor shall provide color matches indicated, or if not indicated, as selected and reviewed by RSM Design. B. Surface Preparation. All surfaces shall be thoroughly cleaned and free from dust, dirt, rust, scale, mill scale, oil, greasy materials or residue from cleaning. All structural metals shall be cleaned by sandblasting. Except as indicated or directed otherwise, finish all surfaces smooth. All coatings shall be applied in strict accordance with the manufacturer's recommendations. All paint products shall conform to local codes. All finished pieces shall present a uniform opaque color appearance unless specifically indicated otherwise by RSM Design. All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwartz Mark Design Inc and may not be used or disclosed without pnor written consent of Redmond Schwarz Mark Design Inc m2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. SPECIFICATIONS 3 OF 6 L. .f: -DES %N DISTRICT 03.13 t3 C. Painted Finish. 1. Ferrous Surfaces Using Matthews paint products (or similar quality), finish with 1 coat 74-734 & 74-735 Metal Pretreat @ .25 mils DFT, 1 coat Matthews Acrylic Polyurethane 1 mil Dft (min.). Observe designer's specification regarding specularity (matte to gloss). If Matthews paints are not available, Contractor to use similar and submit to RSM Design for approval prior to fabrication. 2. Aluminum Using Matthews paint products finish (or similar quality), with 1 coat 74-734 / 74- 735 Metal Pretreat @ .25 mils DFT or 1 coat 74 793 Spray Bond @ .15 to .25 mils DFT and 1 coat Matthews Acrylic Polyurethane 1 mil DFT (min). Matthews paints are not available, Contractor to use similar and submit to RSM Design for approval prior to fabrication. 3. Bright Metals Match finish (polished, satin, brushed, etc.) detailed on drawing. If specified, coat with a non -yellowing polyurethane dear coat. 4. Plastic Surfaces All plastic to be paint finished according to paint manufacturer's specifications. D. Application. All applications of color coatings are to be equal and of consistent cover with no "streaking", "spotting", "gradation" or other variations within and from each similar application. E. Ultra-Violet/Fading Protection. Contractor shall utilize materials, coatings and processes to minimize as much as possible any noticeable fading of pigmented coatings. F. Neon Returns. All exposed neon returns and double backs are to be opaque with a top coat to match the field area immediately behind that neon unless otherwise specified. VII. MATERIALS A. Acrylic / Color Translucent Sheet. Where sheet material is indicated as a "color," provide color translucent sheet of density required to produce uniform brightness without halo-like effect. Material provided shall be appropriately matched to the intended permanent field conditions. Note: Where translucent material is called out as 'cast', 'formed' or 'molded' resin, acrylic or polycarbonate (i.e. 'Lexan', 'Tuffac', etc), the Contractor shall research and specify the optimum material and fabrication method for the desired finish and/or effect. Contractor shall provide samples of such materials as indicated on RSM drawings. B. Acrylic/Transparent Sheet. Where sheet material is indicated as "clear" provide colorless sheet in gloss finish, with light transmittance of 92% where tested in accordance with the requirements of ASTM D-1103 (or similar local or country standards). C. Aluminum Sheet. Provide aluminum sheet of alloy and temper recommended by the aluminum producer or finisher for the type of use and finish indicated and with no less than the strength and durability properties specified in ASTM B-109 for 5005-H15 (or similar local or country standards). D. Aluminum Extrusion. Provide aluminum extrusion of alloy and temper recommended by the aluminum producer or finisher for the type of use and finish indicated and with riot less than the strength and durability properties specified is ASTM B- 221 for 6063-T5 (or similar local or country standards). E. Structural Steel. Contractor to coordinate with Architect of Record all internal structural steel support as required, to meet the requirements of the permanent installation. Contractor to provide architect of record and general contractor with drawings indicating placement and structural requirements for architectural backing. F Fasteners. Unless otherwise indicated, provide concealed fasteners fabricated from metals that are non -corrosive to either the signage materials or the mounting surface. Where screw -heads are necessarily visible, they shall be indicated on all shop drawings, be a flush mounted "allen-head" attachment, and be 'painted out' to match the adjacent surface. G. Electrical/Lamps. Provide new electrical components and respective lamps, so as to be easily repaired or replaced from local available stock (24 hr. max. turn- around). H. Vinyl Machine -Cut Copy. Vinyl machine -cut copy shall be of 3M Scotchcal brand film or other quality product with provable identical performance specifications and warranty conditions. Any vinyl other then 3M must be submitted to RSM Design for review and approval prior to fabrication. J. Paint. Paint shall be manufacturer's highest grade for best ultraviolet light resistance, weather -ability and overall longevity of finish and color. Paint shall have a written warranty against premature fading and be approved by RSM Design prior to construction. Prior to close-out, Contractor shall turn over to Owner (3) copies of complete paint schedule indicating colors used on each sign type. J. Engineering and Wind Loads. Signs should be detailed and engineered by selected sign Contractor to withstand severe wind loads in potential hurricane or wind storm conditions; engineering should comply with local sign and building code requirements and calculations and drawing should be submitted with shop drawings for review. VIII. FABRICATION Intent of Specifications: It is intended that all finished work be of highest quality to pass eye -level examination and scrutiny by RSM Design and the Owner. Contractor to be responsible for all signage engineering; as such Contractor is to assume responsibility for coordinating with the various team members (including general contractor, lead architect of record, landscape architect, and RSM Design) all final locations of sign types, as well as necessary footings and foundations and blocking as may be necessary within walls. Contractor is responsible for coordinating with general contractor all electrical power requirements and connections to all applicable sign locations. A. Copy Application. All sign copy shall be crisp, sharp, clean, and free from "ticks," discontinuous curves, line waver, and similar type of imperfections. 1. Sign copy to comply with the requirements indicated for size, proportion, style, spacing, content, position, material, finish and color of letters, numbers, symbols and other graphic devices. 2. All letter forms shall be aligned so as to maintain a baseline parallel to the sign format, with margins and layout as indicated on design drawings and approved shop drawings. 3. Silk-screening copy: Finish sheen of copy to match sheen of copy panel background (gloss, semi -gloss, or sheens between). Edges of letters shall be straight and corners sharp. Surfaces of letters shall be uniform in color, finish and free from pinholes and other imperfections. 4. Routed copy: Cutting and routing shall be done in such manner that edges and corners of finished letter forms shall be sharp and true. Letter forms with nicked, cut, ragged, rounded (positive or negative) corners, and similar disfigurements will riot be acceptable. Letter forms shall be aligned so as to maintain a base line parallel to the sign format, with margins and layout as indicated on RSM Design's design drawings and approved shop drawings. Vertical strokes shall be plumb. Mechanically fasten center of letters to acrylic plastic as required. B. Illumination. Illuminate units in the manner indicated using the manufacturer's standard lighting components including fluorescent, incandescent, LED, or neon, fixtures, transformers, insulators and other components. Make provision for servicing and for concealed connection to the building system. Coordinate the electrical components of signs with those of the power supply provided. All drawings and written malenal appearing herein constitute original and unpublished work of Redmond Sdtwarp Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwarz Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. SPECIFICATIONS 4 OF 6 C. Signage / Cabinet. 1. Details shown on the drawing shall be followed for exterior appearance only. Structural design shall utilize unitized, self supportive framing. Fabricate cabinet, exposed faces and graphic devices to size and style indicated and produce surfaces free from oil canning, warping, distortion or any irregularities or inconsistencies. Include internal bracing for stability and attachment of mounting accessories as required. 2. Contractor may change interior construction shown on these details to conform with their shop practices and industry standards. However, these changes must be submitted as part of the shop drawings and be reviewed by RSM Design prior to fabrication. 3. Construct all work to eliminate burrs, cutting edges and sharp corners. 4. Qualifications: Welding must be performed by operators who are currently qualified by tests as prescribed in AWS D1.1, D1.2, or D1.3 (or similar), as applicable, and/or certified by a recognized building or code authority. Submit qualifying data and certification to Developer for approval. Welding must conform to the acceptable requirement of AWS D1.1, D1.2, and D1.3 and MPS 11-0099 (or similar in country of project). 5. Parts indicated to be turned must be accurately machined worked from solid stock to dimensions indicted or on approved shop drawings. Finished surfaces to be polished smooth unless otherwise indicated or directed by Developer, free of any visible pits, voids, or similar defects. 6. Make all signs tight fitting, between parts and sections, and with adjacent surfaces. Unless indicated otherwise, non -welded joints between various portions of signs must be weatherproof (for exterior signs) and have tight, hairline -type appearance, without gaps (varying or otherwise). Provide sufficient fastenings to preclude looseness, racking, or similar movement. 7. Conform with manufacturer's recommended fabricating procedures regarding fastening, restraining, expansion and contraction of dissimilar materials. 8. Isolate dissimilar materials. Exercise particular care to isolate non ferrous metals from ferrous metals, including fasteners. 9. Metal thickness: Provide metal thicknesses most appropriate for the fabrication conditions. These must all be called out in the shop drawings. RSM Design to be advised of any changes to specified dimensions. 10. It is the responsibility of the contractor to schedule reviews of signs in production with Owner for approval. Review meetings are to be scheduled at the convenience of the Owner. 11. All non -painted exposed metal to be stainless steel unless otherwise specified. 12. Signs to be assembled and mounted so as to provide reasonable ease of access and replacement of all components. ie: use conforming, accessible, but not visible fasteners where possible. All drawings and written material appearing herein constitute original and unpublished work of Redmond Schwa, Mark Design Inc and may not be used or disclosed without prior written consent of Redmond Schwartz Mark Design Inc. 02012 Redmond Schwartz Mark Design Inc. 13. Should any substitutions of materials be suggested by the Contractor from what is specified in the design drawings, RSM Design and the Owner must be notified prior to and approved prior to fabrication. 14. Contractor responsible for the integration of all proper sign ventilation (natural or mechanical) to prevent overheating and condensation build up, and these details should be shown on the shop drawings and approved prior to fabrication. D. Fastenings. 1. Fasteners on sign -face surface shall not be exposed, except where specifically noted. 2. Sign -face surfaces shall not be penetrated during fabrication or installation of signs, except where specifically noted. 3. Sign -face surface shall not be deformed, distorted, or discolored by attachment of concealed fasteners. 4. All fasteners shall be resistant to oxidation or other corrosive action completely through their cross sections. 5. Work shall be secured with fasteners of the same metal, color and finish as the components they secure where they are exposed to view. E. Neon / Lamps. All exposed neon if used shall be installed in such a manner as to minimize double backs, exposed wires, etc. All exposed neon shall appear as a continuous line (4'0" min. seamless runs) of light with no irregularities from section to section. Contractor shall coordinate with RSM Design to select exact color of neon and/or lamps prior to fabrication. Contractor is responsible for referencing and following local code constraints. F. Mock -Ups 1. Mock -Ups of specific sign(s) may be requested by RSM Design as part of the final Design Intent Documents. The cost of Mock -Ups will be a part of fabricators bid. 2. Mock -Ups will be specified in drawings as two or three dimensional, as well as being operational or not. 3. Mock -Ups will be specified in drawings for in -shop or on -site review, and coordinated with Owner and all interested parties. 4. Mock -Ups will be reviewed and signed off by Owner, RSM Design, and interested parties prior to fabrication and installation. 5. Contractor to resubmit all samples and mock-ups as requested until all RSM Design, general contractor, and Owner specifications are met and approved. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. G. Aluminum Sheet. Not less than 0.125" (or equivalent metric measurement) thick unless noted otherwise fabricate by the HELIARC or MIG welded, filled and ground smooth, unless the seam occurs along a color break. Then a clean butt joint with concealed backing channel and plug weld is acceptable upon receipt of RSM Design approved sample to match surrounding material finish. All binds, curves and folds to be geometrically correct and produced by a consistent mechanical method unless approved otherwise by RSM Design. H. Jointing and Brake Forming. All sheet metal shall have brake formed edges with radi not greater than sheet thickness unless otherwise specified. Adjacent stock shall have edges with similar radii. J. Welding. All exposed welds are to be ground smooth to match surface of adjacent material. IX. LARGE FORMAT COMPUTER OUTPUT High -resolution large format computer output to comply with the following: 1. Minimum resolution 200 dpi. 2. Process: 3M SCOTCHPRINT (or approved equal). 3. Substrate: Opaque or Translucent Scotchcal film (or approved equal). 4. Finish: 2 mil matte overlaminate. 5. Input: Electronic art as specified to be provided by RSM Design. 6. Warranty: 5 year minimum X. INSTALLATION A. Contractor shall be responsible for determining the erection and dismantling of all barricade or protective coverings necessary to safeguard the public and property during the performance and duration of his or her work. B. Contractor shall attach signs to substrates in accordance with the structural engineer's and the manufacturer's instructions unless otherwise shown. Install level, plumb and at proper height. Repair or replace damaged units as directed by and to the approval of Owner or RSM Design. C. Installation of all signage items shall be by the Contractor. Installation includes provision of any required footing, to be reviewed by RSM Design, all anchor bolts, fastenings, attachment metals, and other miscellaneous metal items embedded in concrete or building wall material as required, and security of sign units in place with no visible fasteners. SPECIFICATIONS 5 OF 6 I STRICT g D. The Contractor shall provide required electrical equipment and connection to shell building. The point of connection is to be provided by the general contractor. All electrical connections shall be made by a licensed electrician employed by the Contractor for this purpose. All connections shall be made in accordance with the requirements of the National Electrical Code, NEC (or similar code in country of project) in addition to all applicable local codes. Electrical contractor shall provide and install all wiring, conduit, junction boxes and electrical devices necessary to provide electrical power to rough in connections unless otherwise noted. Contractor shall provide concealed neon transformers and all electrical connections beyond rough -in connections by electrical contractor, according to NEC approved methods. E. Contractor shall be responsible for matching sign service available on site to the requirements of the sign, including transformers. F. All necessary signage components as well as the entire signage assembly are to be UL listed, or by approved nationally recognized testing lab in country of project. G. Contractor is responsible for compliance with all applicable environmental regulations, H. Contractor is responsible for compliance with all OSHA regulations (or similar regulations in country of project). J. Contractor must coordinate installation with general contractor so that overall project schedule is not impacted. K. Contractor is responsible for determining site wind load requirements and insuring that all signs comply. XL CLEANING / PROTECTION AND WARRANTIES A. All items to be installed by the Contractor shall be left in a clean condition. Upon completion of the installation of each sign, clean all soiled sign surfaces and "touch up" as directed by Owner or RSM Design in accordance with the manufacturer's instructions. All debris and packing material shall be removed and disposed of in a legal manner. The protective masking of the plastic surfaces shall be removed by the Contractor upon completion of installation. All excavation and site work shall be returned to its original grade configuration after contract items are installed. B. Finish Surfaces. Sign units shall be warranted in writing by the Contractor for a period of no less than one year from the date of Owner acceptance. All finishes are to be warranted for 3 years from the date of Owner acceptance. There shall be: 1. No delamination of any parts of the sign or of lettering from the sign face. 2. No cupping, warping or dishing in excess of the requirements stipulated in the specifications. 3. No bubbling, crazing, chalking, rusting or other disintegration of the sign face, messages or edge finish of the panels. 4. No corrosion developing beneath the paint surface of the support systems, except as the result of obvious vandalism. All drawings and wiitten matedal appearing herein constitute original and unpublished work of Redmond Schwa. Mark Dengn Inc. and may not be and or disclosed without pnor written consent of Redmond Schwa. Mark Design Inc ©2012 Redmond Schwartz Mark Design Inc. 5. No corrosion of the fasteners. 6. No movement of signs from their foundations. The signs must remain true and plumb on their foundations, except when the sign has sustained obvious post -installation external damage. 7. No fading of the colors when matched against a sample of the original color and material. 8. No variation of any other performance specified by RSM Design on the drawings or in the specifications. C. Structure/Components 1. Contractor shall provide Owner with three (3) copies of the written warranty prior to installation, guaranteeing to correct, to Owner's satisfaction, at Contractor's sole expense, all defects in fabrication, faulty materials, workmanship, design, and installation of signage work for a period of one year after completed installation of signage work. 2. Fading, cracking, warping, peeling, delaminating, rusting, corroding, and structural failure, including distortion by whatever cause, shall be construed as failure because of faulty materials and workmanship. 3. Failures during warranty period shall be repaired or replaced to satisfaction of Owner. D. External Lamps. All lamps shall be warranted against failure for 90 days, all LED and neon three (3) years and all ballast one (1) year. Lamps and LEDs are to be replaced within 48 hours of notice by Owner, in the event of failure within specified time. These items are to be replaced by Contractor at Contractor's sole expense. E. Contractor shall have total and complete responsibility for the security of all equipment, materials, and sign components until reviewed and accepted by the Owner XII. PERMITS A. Securing and paying for all permits required by local governmental agencies is the responsibility of the Contractor. Inspections and tests necessary for the construction and placement of all work required by the applicable governing agencies is by the Contractor. B. Contractor shall secure and pay for all insurance required by law including but not limited to Liability, Worker's Compensation, Comprehensible Construction Liability, Personal Injury, Comprehensible Auto and Property on -and off -sites. Contractor shall check insurance requirements for terminology and coordinate insurance requirements with project general specifications. Insurance requirements should be checked for terminology and coordinated with general specifications. C. Contractor shall not reveal or disseminate any information to any persona(s), private or public, other than RSM Design, Owner, or contractor's personnel as necessary to execute the contract without first contacting the Owner for permission. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. XIII. CODE REQUIREMENTS All Signs Must Comply With ADA Guidelines (in the United States) and/or County/City/Fire Marshall Code Requirements: A. Contractor to provide copy proofed Grade Two Braille to ADA specifications for permanent room signs for projects within the United States. Type and symbols to be raised a minimum of 1/32". B. Signs must be mounted 60" (or metric equivalent) from finish floor to center of sign on latch side of the door where applicable. C. Characters and background on ADA signage shall be eggshell, matte or other non -glare finish for projects within the United States. D. Contractor to provide copy of approved city or county fire marshal drawing sets of all applicable signage. E. Contractor responsible for all signs complying with all applicable codes for specified region. XIV. BID NOTES Original fabrication quotes shall be sent directly to the Owner with copies of all pricing information to be sent simultaneously to RSM Design and general contractor. Pricing shall be submitted in accordance with the bid documents. Bidding contractors are required to clearly indicate in writing within their bid the method of construction anticipated, the materials to be used, and any exclusions or exceptions to the bid documents. XV. COORDINATION All foundations, electrical plans, specialty lighting, LED, digital sign components to be coordinated by Contractor. All wiring, fixtures, anchoring, foundations to be by Contractor. XVI. ACCEPTANCE OF SPECIFICATIONS Contractor has read and understands the above specifications and agrees to the terms outlined above. I hereby acknowledge that I/we have read, understand, and accept responsibility for compliance with the provisions set forth within these specifications and will comply with all specifications. Contractor Signature: Date: SPECIFICATIONS 6 OF 6 DESIGN i CIS IC y Preliminary Lighting Control Intent Palm Court, Miami Design District Miami, Florida 3529 3529-CI-001 Revision 00 13/04/12 1.0 Introduction This document is a preliminary statement of intent setting out the lighting effects that will be provided by a control system for the architectural and landscape lighting, which is contained within the Speirs + Major's agreed scope of works and includes the following areas of the project: Street Lighting • 1st, 2nd, 38th and 39th Street and adjacent public realm Palm Court • Garage • Public Realm (First, Buena Vista and Second Floor Levels) • Roof Gardens • Selected non -retail Facades • Public Toilets Other areas may be added to the system's scope as the design develops. The design of the following are not included within the Speirs + Major scope: • Security lighting • Emergency lighting This document should be read in conjunction with all other S+M Design Development documentation including but not limited to the lighting arrangement drawings 3529-LA- 001-026, Preliminary Lighting Equipment Schedule 3529-LC-001 and the Preliminary Logical Control Channel Schedule 3529-CS-002. 2.0 Street Lighting (1', 2nd 38th and 39' Street and adjacent public realm) It is the intent that the street lighting is to be controlled via an astronomical time clock to switch on one half hour after sunset and off one half hour before sunrise. These times can be adjusted to match the city's current normal practice. The intent is to utilise LEDs for the street lighting - this technology offers the opportunity for dimming late at night so as to reduce energy consumption and running costs as well as to provide the opportunity to control the intensity of the street lighting during special events. Should this be acceptable to the City then this can be incorporated into the detailed design package of work. Page 1 of 2 © 2011 Speirs and Major Associates London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 www.speirsandmajor.com Preliminary Lighting Control Intent Palm Court, Miami Design District Miami, Florida 3529 3529-C1-001 Revision 00 13/04/12 3.0 Palm Court The intent is to utilise the lighting control system to trigger a series of lighting scenes depending on time of day, weather conditions and special event requirements. On an average day the lighting will come on to a standard scene in response to sunset or low sunlight levels to ensure that the public realm is a safe and pleasant environment. The toilets lighting will remain on during the duration of the opening of the centre. The garage lighting will remain on during the duration of the opening of the centre. For special events certain elements of circulation, the escalators and the roof terraces for example, will coordinate with the event requirements. This will link with the event space and the temporary event space lighting. The majority of the public realm lighting will remain on until one half hour before sunrise. At an agreed hour, perhaps 3am, all non -required lighting wit switch off to reduce energy consumption and running costs. 4.0 Control Performance Specification A performance specification will be prepared for the control system during detailed design. London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 2 of 2 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2011 Speirs and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 Table of Contents 1.0 Scope of Lighting Control System 2.0 Outline Description of Lighting Control System 2.1 Functional Approach 2.2 Devices to be Controlled 2.2.1 Lamp and Gear Types 2.2.2 Controlled Power Requirements 2.2.3 Control Data Requirements 2.3 User Interfaces 2.3.1 Touchscreens 2.4 Automation 2.4.1 Time and Date Operations 2.4.2 Daylight Monitoring 3.0 Hardware Performance 3.1 Technical Standards 3.2 Electricity Supply 3.3 Operating Environment 3.4 Physical Characteristics 3.5 Electrical / Electronic Characteristics 3.5.1 Power Dimming Units 3.5.2 Current Sinking 1-10v Dimming Units 3.5.3 Sensors 3.5.3.1 Daylight Sensors 3.5.4 Touchscreens 4.0 Software Performance 4.1 Embedded software 4.2 Configuration and Programming Software 4.3 Logical Grouping 4.3.1 Scene Setting and Recall 4.3.2 Daylight Processing 4.3.3 Touchscreen Configuration 5.0 Deliverables 5.1 Quotation 5.2 Drawings and Documentation 5.3 Equipment 5.4 Manuals 6.0 Commissioning and Programming 6.1 Contractor Support and Commissioning 6.2 Designer Support and Programming 6.3 After -Sales Support 7.0 Preferred Suppliers Page 1 of 9 © 2012 Speirs and Major Associates London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 1.0 Scope of Lighting Control System The Lighting Control System is to provide automated control of all front -of -house lighting which is contained within the Speirs + Major's agreed scope of work and includes the following areas of the project: Street Lighting • 1st, 2nd, 38th and 39th Street and adjacent public realm Palm Court • Garage • Public Realm (First, Buena Vista and Second Floor Levels) • Roof Gardens • Selected non -retail Facades • Public Toilets Other areas may be added to the system's scope as the design develops. The design of the following are not included within the Speirs + Major scope: • Back of house lighting • Security lighting • Emergency lighting This document should be read in conjunction with all other Speirs +Major documentation including, but not limited to, the lighting arrangement drawings 3529-LA-001 102, lighting detail drawings 3529-LD-050 • 080, Lighting Equipment Specification Street Lighting 3529-LP-001, the Lighting Equipment Specification - Public Realm 3529-LP-002, the Preliminary Logical Control Channel Schedule - Public Realm 3529-CS-001 and Preliminary Logical Control Channel Schedule - Street Lighting 3529-CS-002. 2.0 Outline Description of Lighting Control System 2.1 Functional Approach The Lighting Control System for the project must deliver control to various lighting loads in various areas, both by means of controlled power and by digital control signalling. These loads and their control methods are described in section 2.2. The operation of the system is based around the established concept of "Scene Setting", with scenes recalled as required by a number of inputs and criteria. Detailed requirements for scene -setting, sequences and recall functionality are described in section 4.3. Inputs include automated timeclock operations, local and central wall -mounted control panels, local and central touchscreens, daylight monitoring sensors, PIR sensors, and serial data or volt -free contact interfaces to other systems. Detailed requirements for input devices are described in sections 2.3, and 2.4. The system should allow for the grouping of physical circuits into logical channels/zones, and for the grouping of logical channels/zones into logical areas/rooms. Detailed requirements for grouping and area definition are described in section 4.3. The equipment used to deliver this control should be capable of distributed installation around the building, with units interconnected by data wiring to form a single large system. London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 2 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Speirs and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 The loss of any single piece of equipment or single interconnection should not cause the entire system to cease functioning - loss of functionality should be restricted to local devices directly connected to the failed equipment. The system should not require a "head -end" PC workstation. All logical groups, lighting scenes, control panel functions, etc should be configurable through a laptop -based software package. Detailed requirements are described in section 4.3. 2.2 Devices to be Controlled 2.2.1 Light Sources The following light sources are to be installed on the project and must be controlled: • Low -Voltage <=24V (Tungsten Halogen/Xenon) with electronic transformer • Linear Fluorescent with electronic ballast • Light Emitting Diode with electronic driver Refer Speirs + Major Lighting Equipment Specification for details of all luminaires, 2.2.2 Controlled Power Requirements The following forms of power control must be delivered to some of the loads above: • Switched power • Dimmed power by leading edge phase control • Dimmed power by trailing edge phase control • Dimmed power by sine -wave control Refer Speirs + Major Logical Control Channel Schedule for details of each channel. 2.2.3 Control Data Requirements The following forms of control data must be delivered to some of the loads above: • 0-10v analogue signal Refer Speirs + Major Logical Control Channel Schedule for details of each channel. 2.3 User Interfaces The following user interfaces will be required: 2.3.1 Touchscreens Wall / console recessed touch -screens must be provided, offering the following London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 3 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Speirs and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 features: • A touch -sensitive control surface of at least 320 pixels by 240 pixels, capable of actuation by normal finger pressure. • Flexible configuration of virtual buttons and their functions, including scripting of several actions in a sequence. • Capability to use custom artwork. • Support for multiple "pages" of artwork, information and buttons. A minimum of 64 pages must be supported. • Password functions to allow the controlled access to advanced functions. • Integral time and date clock, incorporating automatic adjustment for daylight saving time. It is anticipated that a touch -screen will be required in the following locations: • Control Room 2.4 Automation 2.4.1 Time and Date Operations The system must provide time and date functions, including astronomical timeclock, through a dedicated time -clock unit or through functionality provided in a touch -screen or other system component. This component shall be capable of automatically recalling any given scene in any given area at any given time, with differentiation between different days of the week. It should also be possible for the end user to suspend timed operations by manual override. The component shall automatically adjust for daylight saving time according to EU directive 2000/84/EC. 2.4.2 Daylight Monitoring The supplier shall provide sensors and interfaces to allow for the recall of lighting scenes and sequences in response to changes in external daylight levels. More detail is given in section 3.5.3. 3.0 Hardware Performance 3.1 Technical Standards All items of equipment shall conform to the relevant local and national standards, comply with the relevant ANSI and UL requirements and shall be manufactured and installed in accordance with the latest edition of the National Electrical Code wiring regulation standards and/or relevant local regulations, whichever take precedent. 3.2 Electricity Supply All mains voltage equipment shall be suitable for operation on a 120/270v single/3-phase 50Hz supply (as appropriate) and shall be capable of operating normally on phase voltages between 200v and 250v. All extra low voltage equipment will operate on a maximum of 24v dc. 3.3 Operating Environment London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 4 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Speirs and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 All items shall be suitable for operation in ambient temperatures up to 100 degrees F with no degradation in performance. No cooling fans should be required within equipment housings, and any forms of noise should be minimal. 3.4 Physical Characteristics Control equipment shall be supplied fully wired with screw or sprung terminals for connection to incoming supplies, final load circuits, network, and external control elements. All terminals shall be suitably labelled by a permanent means. Final load circuits shall be labelled in accordance with the final logical channel designation detailed on Speirs + Major Associates drawings. All enclosures should be wall -mounting, with access required from the front only for mounting, termination and servicing. Removable plates/knock-outs should allow cable entry from top or bottom. Equipment which is packaged in DIN rail format will be housed by the electrical contractor in appropriate enclosures. All units shall feature an LED or similar indicator showing power present. 3.5 Electrical / Electronic Characteristics 3.5.1 Power Dimming and Switching Units All power handling units should provide MCB protection for all output circuits. If equipment is packaged as DIN rail units, the electrical contractor will supply MCBs inside the enclosure. The MCB's shall be readily accessible, to enable them to be changed on -site if conditions change. The type of MCB used shall be selected to prevent nuisance tripping due to surge currents when a load is switched to full on, whilst at the same time providing adequate protection. S+M luminaire specifications should be examined and MCBs specified with appropriate trip ratings. RCD breakers shall be provided where local legislation mandates them. Dimming / switching outputs shall be continually rated for their designed loads, the rating being permanently marked on the unit. The losses inherent in transformers and/or ballasts shall be construed as part of the load. Units delivering dimmed power should employ triacs, back-to-back thyristor pairs, or transistor circuits. They must provide leading edge or trailing edge dimming as required by the specific loads shown in S+M's control channel specifications and luminaire schedules. Triacs/ thyristors shall be electrically isolated from, but in thermal contact with, a substantial heat sink. The devices shall be fully tungsten surge rated and at least twice the RMS current rating of the dimmer channel. Each triac or pair of thyristors shall be hard -fired and isolated from the control circuitry with a minimum of 1.5KV insulation. Each dimmed channel shall have a tuned toroidal inductive filter mounted on the heat - sink. This filter shall reduce the rate of current rise -time above 0 degrees conduction angle to a value necessary to prevent interference with audio or video equipment, data networks or with any other control systems installed and, with other provisions, ensure that the RFI suppression requirements of standards listed in 3.1 are met. Dimmers shall include feed -forward circuitry to ensure output variation is limited to no more than 1 % for a 10% fluctuation in supply voltage. The reference level shall be determined at power -up. Substitution of open loop dimmers without output stabilisation shall not be London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 5 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Speirs and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 acceptable. The minimum load for stable operation of any dimmer module shall not be less than 2% of the maximum rating. The dimmers shall however be capable of being operated under no-load conditions without causing any damage to the components. 3.5.2 Current Sinking 1-10v Dimming Units 1-10v dimming units should have a minimum of 4 outputs, current sinking a 1-10v voltage from the LED drivers in compliance with IEC 60929. They shall include a switched power output corresponding to each analogue output. The point on the dimming curve where the power is switched shall be configurable during commissioning to any point between 0 and 20%. The Control System manufacturer should confirm that their units are compatible with ballasts/luminaires specified in Speirs + Major's luminaire specifications. 3.5.3 Sensors 3.5.3.1 Daylight Sensors Daylight sensors shall produce a variable analogue output to a unit which interfaces with the lighting control system's data network. A simple on/off threshold unit is not acceptable. The measuring range should be minimum from 0 to infinite 2500 lux. Sensors shall be suitable for exterior installation. Sensors shall operate at SELV voltages and incorporate no mains voltage power. 3.5.4 Touchscreens Touchscreens shall be intended for recessing into wall/console using a standard back box, or a special sized back box supplied with the unit. Finish to be specified by Architects. See 2.3.2 for functional requirements. Touchscreens shall operate at SELV voltages and incorporate no mains voltage power. 4.0 Software Performance 4.1 Embedded software The software embedded in the System's various devices shall run from hardware memory and shall not involve hard disks or any other moving parts. It shall be easily upgraded as a service procedure, preferably by upload from a configuration PC rather than by physical swap -out of circuit boards or components. Embedded software shall be of proven design, tested and, to the best knowledge of the manufacturer, bug -free. 4.2 Configuration and Programming Software Software for configuring/programming the control system shall run on a Windows platform, current version at time of writing (Windows 7), with hardware requirements not exceeding those provided by a mid -range laptop. The system supplier will be expected to supply this software and any necessary interfaces to both the lighting designer and the client (or London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 6 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Speirs and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 client's facility managers), to allow for adjustment of the system. Apps for iPad or Android tablet are an acceptable alternative. If this route is proposed, the tablet and a wireless access point must be provided as part of the system. 4.3 Logical Grouping The control system shall allow for the grouping ("patching") of any number of physical circuits to a single logical group. This group must be presented as a single channel during the scene programming process. It shall allow for the organisation of such groups into logical areas, generally relating to particular rooms/spaces. This function shall be carried out using the configuration software and shall not require physical access to any particular unit. It shall be possible to later change these groupings by the same method. See Speirs + Major Logical Channel Schedule for the required groupings, and engineer's documentation for physical sub -circuiting. 4.3.1 Scene Setting and Recall The Lighting Control System shall be capable of storing, and fade processing on command, a minimum of 96 different lighting scenes in any given logical area. The system shall support up to 255 logical areas. The system shall be able to set any logical channel to any one of not less than 99 discrete intensity levels, plus off. The system shall be able to recall any programmed scene with a fade rate set at anything from 0 seconds to 30 minutes. The fade rate should be assigned to the recall operation in question (ie a button press), not to the scene itself. It must be possible to recall a given scene with different fade rates using different inputs. The creation of scenes shall be achieved from within the laptop- or tablet -based software package described above. Logical grouping, channel naming, scenes, button configuration and all other data shall be retained permanently, without external power, up to a period of one month, and shall not be corrupted on power -up or power -down of the equipment. The configuration software package shall include the ability to save a complete backup of configuration data to disk, memory card or flash memory device, and the ability to restore configuration from backup to the system. Scene recall functionality shall allow any number of scene recall commands to be executed simultaneously within the system as a whole, at differing fade times. Alternative methods limiting the number of fades in progress at any moment shall not be acceptable. 4.3.2 Daylight Processing Daylight monitoring by means of photo -electric cells shall provide multi -level triggers. A simple on/off shall not be acceptable. It must be possible to recall different scenes according to different light levels, with a minimum of 4 separate ranges of illuminance differentiation. London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 7 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Speirs and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 It shall also be possible for the system to automatically choose from blocks of scenes according to both daylight level and time of day. Typically, scenes should be configured in blocks, whereby a minimum of 7 blocks of 4 scenes could be automatically selected. The blocks of scenes would be selected according to the time of day and day of the week, via time -clock functionality incorporated in the system, with manual override available. The selection of one of the 4 scenes within any block would be made automatically via the photocell unit, according to the ambient daylight conditions. 4.3.3 Touchscreen Configuration Software shall allow for flexible programming of control panels, such that any button may recall any scene in any area. Additionally, it shall be possible to create routines/scripts whereby a number of operations are carried out in sequence as the result of a single button press. It shall not be acceptable that the system require a single panel to be dedicated only to a single logical area. 5.0 Deliverables 5.1 Quotation The supplier shall provide a detailed quotation showing specification, technical details, unit price and quantity of each product proposed, accompanied by a schematic showing the allocation of physical circuits to logical channels, as designated on S+M drawings, and the interconnection topology of all system components. This quotation shall be revised and re -issued to the lighting architects, electrical engineer, and contractor at any point during the project where the supplier is informed of a change which causes a deviation from quoted design and cost for the Lighting Control System. 5.2 Drawings and Documentation The supplier shall provide working drawings in electronic form, for approval by the consultants, prior to manufacture. Installation drawings shall be supplied to the contractor, electrical engineer and lighting consultant, at the time of delivery of the equipment to site and notification shall be made immediately of any modifications carried out subsequently. 5.3 Equipment The supplier shall deliver to site or to a location of the electrical contractor's choosing, all physical hardware and software as shown on supplier's drawings and quotation, fully tested and ready to install. All equipment shall be appropriately packaged to protect from damage in transit, 5.4 Manuals A full set of operation manuals shall be supplied to the client at the completion of the project, or to the client's nominated facilities Management Company. 6.0 Commissioning and Programming London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 8 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Spears and Major Associates www.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 6.1 Contractor Support and Commissioning The supplier shall allow for technician/engineer attendance on site in order to commission the system to the contractor's satisfaction. The supplier's documentation should clearly indicate the expected scopes of work of both the contractor and the supplier in this process and the allowance of engineer/technician time included in the scope of the quotation. Telephone support shall be provided to the contractor during installation if required. 6.2 Designer Support and Programming The supplier shall allow for technician/engineer attendance on site of not less than 3 days to assist the lighting designers in creating lighting scenes, allocating functions to control panel buttons, etc. Following this session, the supplier shall provide the designers with the system configuration data on a suitable storage medium. As much information as possible will be provided to the supplier in advance to allow off -site creation of touch -screen programs, etc. The supplier shall also allow for technician/engineer attendance on site of not less than 2 days to co-ordinate and test the system. 6.3 After -Sales Support All equipment provided by the supplier shall be guaranteed for a period of not less than 12 months from the completion of commissioning. During the guarantee period, a repair or replacement service shall be provided for all items of equipment supplied, within a maximum of 24 hours from notification of a fault. Telephone support shall be made available to the client/FM on an on -going basis. 7.0 Preferred Suppliers Speirs + Major propose the following companies as capable and appropriate suppliers of this system: • Lutron Lighting • Cooper Controls • Mode Lighting • Phillips Dynalite London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 9 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 © 2012 Speirs and Major Associates www.speirsandmajor.com Lighting Equipment Specification Street Lighting Luminaires Project: Palm Court, Miami Design District Miami, Florida Project Number: 3529 Document Number: 3529-LP-001 Revision: 03 London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 Palm Court, Miami Design District Revision History Miami, Florida 3529-LP-001, Revision 03 Rev. Date By Notes 00 29/02/12 JZ INITIAL RELEASE 01 16/03/12 SS DETAIL DESIGN ISSUE ADDED: XG, XF MODIFIED: XA, XB, XC, XD 02 03/08/12 CDB Detail Design Coordination Update to City's comments. Entire Specification Revised. Modified: XA, XB, XC, XD, XF, XG 03 22/02/13 CDB Detail Design Coordination Update with addition of City Standard Luminaire. Added: XH-DRAFT, XI -DRAFT Lighting Equipment Specification Page 2 of 12 1.0 General Conditions 1.1 A schedule of luminaires and associated equipment is enclosed and should be read in conjunction with the Lighting Consultant's relevant drawings. 1.2 This specification supersedes all previous issues. 2.0 Samples & Prototypes 2.1 Should a sample of a standard, or prototype of a special luminaire or variant of a standard luminaire be ordered, its cost shall either be incorporated into the tender price, or shall be invoiced to the Client or his nominated representative separately, as agreed. 2.2 Any such sample prototype or variant shall be a sample of the luminaire type specified, and shall be submitted to the Lighting Consultant, together with full photometric and dimensional data if specifically requested, to enable both its accurate assessment and the detailing of any adjustments deemed necessary prior to the commencement of full production. 3.0 Standards Of Compliance 3.1 For projects in the United States, all equipment supplied shall comply with the relevant ANSI and UL requirements, and be capable of installation in accordance with the manufacturers' instructions, the current edition of the NEC Wiring Regulations and all relevant statutory and local authority requirements. 3.2 Notwithstanding the above, the following North American standards (and any which supersede them) in particular should be checked for compliance: • IEC 60598 Luminaires • ISO 30061:2007 Emergency Lighting (where relevant - check Engineer's information). 3.3 The cost of obtaining any necessary approvals and testing shall be included in any tender price, detailed as a separate item. 4.0 4.1 Protection All equipment shall be supplied with adequate means of protection to ensure its preservation during transport to site and any subsequent storage prior to installation. 4.2 All vulnerable finished parts liable to scratching or other abrasion during handling and installation shall be further protected by a removable film applied prior to dispatch. 5.0 Guarantees 5.1 All equipment and components supplied shall be guaranteed against failure due to poor workmanship, materials, or luminaire design, for a period of not less than 18 months from the date of delivery to site or 12 months from the date of practical completion, whichever is the sooner, with the exception of lamps which shall be covered only by their manufacturer's normal assurances as to life expectancy and performance. Palm Court, Miami Design District Preamble Miami, Florida 3529-LP-001, Revision 03 6.0 Technical Requirements 6.1 Luminaires 6.1.1 Equipment selected as a standard item from a particular manufacturer's range has been specified with a view to performance, optics, maintenance, quality, aesthetics, etc. 6.1.2 If any variants of standard luminaires are required, these shall be developed by the manufacturer of the standard luminaire, unless otherwise specifically stated, and shall be manufactured to the same quality as the equivalent standard luminaire. 6.1.3 Two copies of all working drawings of proposed variants, dimensioned in feet and inches, shall be supplied to the Lighting Consultant for approval prior to fabrication. 6.1.4 Notwithstanding the above, the manufacturers shall remain responsible for ensuring compliance with relevant standards, the accuracy of the information shown on his drawings at all times and for ensuring that the equipment shown fulfils the requirements of this specification. 6.1.5 If any special luminaires and associated equipment are required, these will be the subject of a separate specification, a copy of which will be enclosed with this document. 6.1.6 The Lighting Consultant cannot accept responsibility for installation of non -approved luminaires. 6.1.7 The final location of each luminaire and where relevant its integration with the architecture shall be as detailed on the construction issue drawings. The Lighting Consultant cannot accept responsibility for luminaires installed in a manner other than intimated in the relevant drawings or as otherwise agreed and minuted. 6.2 Substitutions 6.2.1 The schedule of luminaires, lamps and associated equipment as enclosed is seen as exemplar. Substitutions which might be put forward will be assessed on an equal and approved basis further to the below critena to allow assessment of substitutions on a like -for -like basis. 6.2.2 Substitutions will be considered if they are presented to the Lighting Consultant including all of the following elements for each luminaire type: • Detailed catalogue cut sheets including photographic images. • Dimensioned drawings. • Printed photomethcs. • A physical sample. 6.2.3 Should alternative equipment be offered, it shall be supplied to the Lighting Consultant in time to enable its accurate assessment. No substitutions or alterations to the specifications will be allowed without the written approval of the Lighting Consultant. 6.2.4 If an alternative is deemed suitable further to the above material, the manufacturer will be required to provide enough samples of each luminaire type as deemed required by the Lighting Consultant for a mock-up on site for final confirmation of approval. 6.3 Control Gear 6.3.1 All necessary control gear and transformers shall be mounted within the luminaire unless shown as being located remotely. All such gear shall be of good quality construction, shall comply with all relevant statutory regulations, shall be compatible with the lamps specified and the control method stated, and shall be mounted and wired in accordance with the manufacturers' instructions. 6.3.2 Where appropriate, the Contractor shall also liaise with the selected lighting control system manufacturer to ensure compatibility between control gear and the control system. He shall also check and confirm at necessary data regarding circuit load of luminaires, to enable dimmers/contactors be sized correctly. Page 3 of 12 Lighting Equipment Specification Palm Court, Miami Design District Preamble Miami, Florida 3529-LP-001, Revision 03 6.3.3 Transformers shall have a stable output voltage of 11.5V/23V, under varying loads, where the output voltage is nominally quoted at 12V/24V. 6.3.4 Unless otherwise stated, all transformers shall be suitable for leading -edge dimming on their primary side via a thyristor controlled remote lighting control system. 6.3.5 Where gear or transformers are instated remotely, care should be taken to ensure that any audible sounds generated by control gear, or by lamp filaments via control gear are kept to a minimum. Where this is particularly crucial, detailed acoustic requirements are included in the Specific Conditions. 6.3.6 Al equipment shall be protected from unexpected mains failure, and mains borne interference. 6.3.7 Electrical supply connections shall be designed to facilitate the easy installation of the luminaires. The supplier shall liaise with the Electrical Engineer to ensure any specific requirements of his in this respect are met. 6.4 Lamps 6.4.1 Incandescent and tungsten halogen lamps shall not be operated, other than for initial testing, pnor to final inspection. 6.4.2 Lamps are generally specified by manufacturers name by example. 6.4.3 Should alternative lamps be offered, particular attention is paid to colour rendering, colour temperature, light distribution, life expectancy and general performances when selecting such alternatives. Alternative lamps may only be substituted if full technical data is first supplied to the Lighting Consultant to enable their accurate assessment and approval. 7.0 Project Specific Conditions 7.1 Environment 7.1.1 All luminaires and associated equipment are to be suitable for constant exposure in an exposed exterior environment in Miami, Florida, USA and are to withstand temperatures to 30°F to 100 °F. 7.2 Prototypes and Mock-ups 7.2.1 Prototypes are required of a series of luminaires where noted in the Luminaire Equipment Schedule. 7.2.2 Situational mock-ups are required of a series of luminaires where noted in the Luminaire Equipment Schedule and in line with the Architectural Specification. Lighting Equipment Specification Page4of12 Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - AVENUES Luminaire Ref.. Luminaire Manufacturer: Product: Catalogue Number: Note: Description: WE-EF RFL 540 LED ES70.5K] 111-03* 5000K / 661-233" 5000K MOUNTED TO 20' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 48NO. 5000K HIGH -OUTPUT LEDS WITH A S70 STREET LIGHT DISTRIBUTION OPTIC. LED BOARD ON INTEGRAL HEAT -SINK, REMOVABLE FOR UPGRADE. IK08 MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A 'NO TOOL' HINGED FRAME WITH SILICONE COMPRESSION CONTROLLED GASKET. PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V 700MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFETY APPROVED. Accessories: PALE BLUE GLASS FILTER AS PER LEE FILTER 165, DAYLIGHT BLUE - REF: CUSTOM LEE165 BLUE GLASS. TOP OF POLE BRACKET WITH NARROWER TIP, FOR SINGLE LUMINAIRE, RE1-540 IN GREY ALUMINIUM 9007- REF: 111-0042/661-9304. COLUMN - SLIM STRAIGHT CYLINDRICAL COLUMN OF APPROXIMATE 20 FEET IN LENGTH IN GREY ALUMINIUM 9007. COLUMN ALSO FITTED WITH LUMINAIRE REFERENCE 'AB' AND ACCESSORIES. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION, COLUMN, BRACKETS, LUMINAIRES, BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEERS INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101, 102 AND 103. Physical Characteristics Image: r Physical Characteristics: Cut Out: Recess: Weight: 331bs Lamp Lamp Manufacturer. WE-EF INTEGRAL Lamp Reference: S70.5K Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: LED 96W 12100 INTEGRAL 5000K 48 INTEGRAL 5000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer: WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobile +1 412 897 4988 www.we-ef.com Supplier: SESCO Lighting 737 Shotgun Road Fort Lauderdale, FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www. sescolighting. com Project Contact: David Nolti Mobile: +1 412 897 4988 d.nolfi@we-ef.com Page 5 of 12 Lighting Equipment Specification Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 PEDESTRIAN SIDEWALK LIGHTING - AVENUES AND STREETS Luminaire Ref. XB Luminaire Manufacturer: Product: Catalogue Number: Note: Description: WE-EF RFL 530 LED [S70.3K] 111-0451 / 661-1346 MOUNTED TO 'XA' 20' AND 'XC' 16' COLUMNS AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 12NO. 3000K HIGH -OUTPUT LEDS WITH A S70 STREET LIGHT DISTRIBUTION OPTIC. LED BOARD ON INTEGRAL HEAT -SINK, REMOVEABLE FOR UPGRADE. IK08 MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A 'NO TOOL' HINGED FRAME WITH SILICONE COMPRESSION CONTROLLED GASKET PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V 350MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFETY APPROVED. Accessories: MID POLE BRACKET FOR SINGLE LUMINAIRE, RE`-530 IN GREY ALUMINIUM 9007 TO MATCH COLUMN DIAMETER - REF: CUSTOM MID POLE BRACKET. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION, COLUMN, BRACKETS, LUMINAIRES, BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. LUMINAIRES TO FORM PART OF A MOCK-UP FOR FINAL CONFIRMATION OF COLUMN SYSTEM, COMPONENTS AND CONFIGURATION. REFER MOCK-UP DRAWINGS AND CORRESPONDENCE. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101, 102 AND 103. MOCK-UP ARRANGEMENTS 3529-LA-900 AND 901. Physical Characteristics Image: Physical Characteristics: Cut Out: Recess: Weight: 20.51bs Lamp Lamp Manufacturer WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: S70.3K LED 12W 1260 INTEGRAL 3000K 12 INTEGRAL 3000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer: WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobile +1 412 897 4988 www.we-ef.com Supplier: SESCO Lighting 737 Shotgun Road Fort Lauderdale, FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www.sescorighting.com Project Contact: David Nolfi Mobile: +1 412 897 4988 d.nolfi@we-ef.com Page 6 of 12 Lighting Equipment Specification Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - STREETS Luminaire Ref. XC Luminaire Manufacturer: Product: Catalogue Number: Note: Description: WE-EF RFL 540 LED IS70.5K1 111-03* 5000K / 661-233* 5000K MOUNTED TO 16' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 48NO. 5000K HIGH -OUTPUT LEDS WITH A S70 STREET LIGHT DISTRIBUTION OPTIC. LED BOARD ON INTEGRAL HEAT -SINK, REMOVEABLE FOR UPGRADE. IK08 MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A 'NO TOOL' HINGED FRAME WITH SILICONE COMPRESSION CONTROLLED GASKET. PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V 700MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFETY APPROVED. Accessories: PALE BLUE GLASS FILTER AS PER LEE FILTER 165, DAYLIGHT BLUE - REF: CUSTOM LEE165 BLUE GLASS. TOP OF POLE BRACKET WITH NARROWER TIP. FOR SINGLE LUMINAIRE, RE1-540 IN GREY ALUMINIUM 9007- REF: 111-0042 / 661-9304. COLUMN - SLIM STRAIGHT CYLINDRICAL COLUMN OF APPROXIMATE 16 FEET IN LENGTH IN GREY ALUMINIUM 9007. COLUMN ALSO FITTED WITH LUMINAIRE REFERENCE 'AB' AND ACCESSORIES. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION. COLUMN, BRACKETS, LUMINAIRES. BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. LUMINAIRES TO FORM PART OF A MOCK-UP FOR FINAL CONFIRMATION OF COLUMN SYSTEM, COMPONENTS AND CONFIGURATION. REFER MOCK-UP DRAWINGS AND CORRESPONDENCE. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101, 102 AND 103. MOCK-UP ARRANGEMENTS 3529-LA-900 AND 901. Physical Characteristics Image: Physical Characteristics: Cut Out: Recess: Weight: 331bs r=_ALE1-71 Lamp Lamp Manufacturer: WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: S70.5K LED 96W 12100 INTEGRAL 5000K 48 INTEGRAL 5000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer: WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobile +1 412 897 4988 www.we-ef.com Supplier. SESCO Lighting 737 Shotgun Road Fort Lauderdale. FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www.sescolighting.com Project Contact: David Nolfi Mobile: +1 412 897 4988 d.nolfi@we-ef.com Page 7 of 12 Lighting Equipment Specification Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - CORNER OF 2ND AVENUE AT 38TH STREET Luminaire Ref. XD Luminaire Manufacturer: Product Catalogue Number: Note: Description: WE-EF RFL 540 LED [S70.5KI 111-03' 5000K / 661-233' 5000K MOUNTED TO WALL AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 48NO. 5000K HIGH -OUTPUT LEDS WITH A S70 STREET LIGHT DISTRIBUTION OPTIC. LED BOARD ON INTEGRAL HEAT -SINK, REMOVEABLE FOR UPGRADE. IK08 MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A 'NO TOOL' HINGED FRAME WITH SILICONE COMPRESSION CONTROLLED GASKET. PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V 700MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFETY APPROVED. Accessories: PALE BLUE GLASS FILTER AS PER LEE FILTER 165, DAYLIGHT BLUE - REF: CUSTOM LEE165 BLUE GLASS. WALL BRACKET REO-540 IN GREY ALUMINIUM 9007- REF: 111-0084 / 661-9303. COMPLETE BRACKET SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A STREET LIGHTING SYSTEM INCLUDING WALL BRACKET AND LUMINAIRE. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL BRACKET FIXATION SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101 AND 102. Physical Characteristics Image: Physical Characteristics: Cut Out: Recess: Weight: 331bs ET= Lamp Lamp Manufacturer WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: 570.5K LED 96W 12100 INTEGRAL 5000K 48 INTEGRAL 5000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer. WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobile +1 412 897 4988 www.we-ef.com Supplier SESCO Lighting 737 Shotgun Road Fort Lauderdale, FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www. sescolighting.com Project Contact: David Nolfi Mobile: +1 412 897 4988 d.nolfi®we-ef.com Page 8 of 12 Lighting Equipment Specification Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 PEDESTRIAN SIDEWALK LIGHTING - CORNER OF 2ND AVENUE AND 38TH STREET Luminaire Ref. XF Luminaire Manufacturer: Product: Catalogue Number: Note: Description: WE-EF DAC 220- CUSTOM LED CUSTOM DAC220 [BASED ON DOC220 LED 134-1335 / 630-4126 CUSTOM VARIANT EXTERIOR QUALITY SURFACE MOUNT DOWNLIGHT LUMINAIRE UTILISING 12NO. 3000K HIGH -OUTPUT LEDS WITH SYMMETRIC VERY NARROW 12° BEAM DISTRIBUTION. LED BOARD ON INTEGRAL HEAT -SINK. MARINE -GRADE DIE- CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS WITH SILICONE RUBBER GASKET AND SAFETY CATCH. PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V ELECTRONIC CONTROL GEAR UL SAFETY APPROVED. Accessories: 10 180° LINEAR SPREAD LENS FOR 14° x 64° BEAM DISTRIBUTION - REF: 134-1381 / NA CODE TBC. Project Requirements: LUMINAIRES TO BE SURFACE MOUNTED TO EXISTING BUILDING TO LIGHT PEDESTRIAN SIDEWALK. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FIXINGS SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100 AND 101. Physical Characteristics Image: a02C 0019 a35 n 22 L La61o� Physical Characteristics: Cut Out: - Recess: - Weight: 221bs 1 a61C 1 Lamp Lamp Manufacturer. WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: WHITE.3K LED 18W 1540 INTEGRAL 3000K 12 INTEGRAL 3000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer: WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobile +1 412 897 4988 www.we-ef.com Supplier. SESCO Lighting 737 Shotgun Road Fort Lauderdale, FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www.sescolighting.com Project Contact: David Nolfi Mobile: +1 412 897 4988 d.nolfiSwe-ef.com Page 9 of 12 Lighting Equipment Specification Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - 39TH STREET PEDESTRAIN CROSSING Luminaire Ref. XG Luminaire Manufacturer: Product: Catalogue Number: Note: Description: WE-EF RFL 540 LED [A60.3K] 111-0283/661-2425 MOUNTED TO 16' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 36NO. 3000K HIGH -OUTPUT LEDS WITH A S70 STREET LIGHT DISTRIBUTION OPTIC. LED BOARD ON INTEGRAL HEAT -SINK, REMOVEABLE FOR UPGRADE. IK08 MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A 'NO TOOL HINGED FRAME WITH SILICONE COMPRESSION CONTROLLED GASKET. PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V 700MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFETY APPROVED. Accessories: TOP OF POLE BRACKET WITH NARROWER TIP. FOR SINGLE LUMINAIRE, RE1-540 IN GREY ALUMINIUM 9007- REF: 111-0042 / 661-9304. COLUMN - SUM STRAIGHT CYLINDRICAL COLUMN OF APPROXIMATE 16 FEET IN LENGTH IN GREY ALUMINIUM 9007. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION, COLUMN, BRACKETS, LUMINAIRES. BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. LUMINAIRES TO FORM PART OF A MOCK-UP FOR FINAL CONFIRMATION OF COLUMN SYSTEM, COMPONENTS AND CONFIGURATION. REFER MOCK-UP DRAWINGS AND CORRESPONDENCE. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101. 102 AND 103. MOCK-UP ARRANGEMENTS 3529-LA-900 AND 901. Physical Characteristics Image: Physical Characteristics: Cut Out: Recess: Weight: 331bs t=� „.,d Lamp Lamp Manufacturer. WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: A60.3K LED 72W 7060 INTEGRAL 3000K 36 INTEGRAL 3000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer: WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobile +1 412 897 4988 www.we-ef.com Supplier. SESCO Lighting 737 Shotgun Road Fort Lauderdale, FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www.sescolighting.com Project Contact: David Nolfi Mobile: +1 412 897 4988 d.nolfi@we-ef.com Page 10 of 12 Lighting Equipment Specification Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING AND PEDESTRIAN SIDEWALK LIGHTING - 38TH STREET Luminaire Ref. XH Luminaire Manufacturer: Product: Catalogue Number: Note: Description: GE LIGHTING SOLUTIONS DECASHIELD 400 DSMR-17-E-1-A-1-G-MC3-CG-* MOUNTED TO 20' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE WITH DIRECT MOUNTING ARM TO ROUND POLE UTILISING A 175W ENERGY ACT COMPLIANT PULSE METAL HALIDE LAMP WITH A MC3 MEDIUM DISTRIBUTION CUT- OFF TYPE III OPTIC. HOUSING OF DIE-CAST ALUMINIUM WITH HYDROFORMED ALUMIIUM REFLECTOR. INTEGRAL TEMPERED FLAT GLASS LENS IN A 'NO TOOL' HINGED FRAME WITH DACRON FELT GASKET POWDERCOAT FINISH IN CHARCOAL GRAY. STAINLESS STEEL FIXINGS. RATED IP54. INTEGRAL 120W/60HZ ELECTRONIC BALLAST UL SAFETY APPROVED. Accessories: POLE TOP TENON ADAPTER, ROUND, CHARCOAL GRAY - REF: PTTA-R-S-000DKBZ-CG. ROUND POLE ADAPTER, POLE DIAMETER TO BE CONFIRMED. CHARCOAL GRAY - REF: RPA-CG-DS** COLUMN - SLIM STRAIGHT CYLINDRICAL COLUMN OF APPROXIMATE 20 FEET IN LENGTH IN CHARCOAL GRAY. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION, COLUMN, BRACKETS, LUMINAIRES, BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101. 102 AND 103. Physical Characteristics Image: MAT Physical Characteristics: Cut Out: Recess: Weight: 451bs al to 4.6-Urgekne..o. Lamp Lamp Manufacturer: Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: PHILIPS TO BE CONFIRMED LED 175W 13000 E39 4000K 1 USE THE PHILIPS 175W ENERGY ACT COMPLIANT PULSE METAL HALIDE LAMP SUITABLE FOR ELECTRONIC BALLAST. Lamp Project Requirements: NONE. Ordering Information Manufacturer: GE Lighting Solutions 790 NW 107th Ave Suite 204 Miami, FL 33172 Tel: +1 305 551 5110 Fax: +1 305 551 5129 www.gelig hti ngsclutions. com Supplier. Project Contact: Danny Ramirez danny.ramirez@ge.com Page 11 of 12 Lighting Equipment Specification Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - CORNER OF 38TH STREET AT 2ND AVENUE Luminaire Ref. Luminaire Manufacturer: Product: Catalogue Number: Note: Description: GE LIGHTING SOLUTIONS DECASHIELD 400 DSMT-17-E-1-A-1-G-MC3-CG-` MOUNTED TO WALL AS PART OF SYSTEM CONFIGURATION Physical Characteristics Image: EXTERIOR QUALITY WALL MOUNTED STREET LIGHT LUMINAIRE WITH DIRECT MOUNTING ARM TO FLAT SURFACE UTILISING A 175W ENERGY ACT COMPLIANT PULSE METAL HALIDE LAMP WITH A MC3 MEDIUM DISTRIBUTION CUT- OFF TYPE III OPTIC. HOUSING OF DIE-CAST ALUMINIUM WITH HYDROFORMED ALUMIIUM REFLECTOR. INTEGRAL TEMPERED FLAT GLASS LENS IN A 'NO TOOL' HINGED FRAME WITH DACRON FELT GASKET POWDERCOAT FINISH IN CHARCOAL GRAY. STAINLESS STEEL FIXINGS. RATED IP54. INTEGRAL 120W/60HZ ELECTRONIC BALLAST UL SAFETY APPROVED. Accessories: WALL MOUNTING PLATE, CHARCOAL GRAY - REF: WMP-CG-DS. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A STREET LIGHTING SYSTEM INCLUDING WALL BRACKET AND LUMINAIRE. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101, 102 AND 103. Physical Characteristics: Cut Out: Recess: Weight: 451bs Lamp Lamp Manufacturer: PHILIPS Lamp Reference: TO BE CONFIRMED Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: LED 175W 13000 E39 4000K 1 USE THE PHILIPS 175W ENERGY ACT COMPLIANT PULSE METAL HALIDE LAMP SUITABLE FOR ELECTRONIC BALLAST. Lamp Project Requirements: NONE. Ordering Information Manufacturer: GE Lighting Solutions 790 NW 107th Ave Suite 204 Miami, FL 33172 Tel: +1 305 551 5110 Fax: +1 305 551 5129 www.gelightingsolutions.com Supplier. Project Contact: Danny Ramirez danny.ramirez@ge.com Page 12 of 12 Lighting Equipment Specification Mame 02.00.0(100.0110. 00.01 0-40.00.50.06000 contokner0004000o3 WM. II MS. 100750...103 00 Mule 0.03ff PEIR ±MFI OR NlenraMpsiebe mt. ...Inn nth elloteurrn ekcierwes.lreluSep an.. end Moloes =1=p1101=nrry sod 11•11.11.0113 410,0 WSW. De CONSIALETIOM SPEIRS+MAJOR wine ...anemia' on Miami Design District Miami, Florida, USA Street Lighting Mock-up Report 28 November 2012 Document Number: 3509-RP-006 Revision: 01 Rev Date By Notes 00 19.02.13 CDB Initial Issue 01 08.03.13 CDB Revisions further to comments Index 1.0 Introduction and Objectives Page 04 2.0 Mock-up Set-up Page 04 3.0 Results Page 06 4.0 Conclusion Page 08 MDD Street Lighting Mock-up Report 28 Nov 2012 1.0 Introuuction and Objectives The purpose of this chapter of the Street Lighting Report is to illustrate the onslte test installation of November 28th 2012, The test was installed to show the design proposals for the use of off -the -shelf LED street lighting luminaires in the Miami Design District and to show the effect of the blue tinted light proposed for the district street lighting. 2.0 Mock-up Set-up The test installation was located on the corner of NE 2nd Avenue and 40th Street. Temporary rigging masts and generators were used to mount the fixtures at the correct height and set -back from the curb edge as per the proposed design layouts for lighting in the Miami Design District. The rigging positions also allowed for the sidewalk fixtures to be installed such that an overall impression of the approximately 80 foot of street and sidewalk. Street Lighting - Luminaire XC The luminaires mounted toward the street were mounted at 16 feet above the sidewalk and used 5000K fixtures filtered using an acrylic cover equal to LEE Filters 165 Daylight Blue as per the design proposal. Total power per luminaire equated approx. 120 watts. Sidewalk Lighting - Luminaire XB The luminaires toward the side walk were mounted at 14 feet above the sidewalk and used 3000K white LEDs. Total power per luminaire equalled approx. 18 watts. Decorative luminaires were also mounted within the tree canopies to assess this as a feature lighting option. Please note that these fixtures were extinguished when light meter measurements were recorded on the street and sidewalk. Palm Cool. Me. Peel, Pismo Mimi, Pardue 3020LP.001, Revbbn 02 PEDESTRIAN SIDEWALK LIGHTING - AVENUES AND STREETS Luminaire Ref. XB Luminaire Product: Cetelogoe Number. Note: V2.Er TEFL PIO LED ISI0.2KI .gant/661.IUA6 MOUNTED TO 'PA 20 AND '>L t0' COLUMNS/1S ;MT OF SYSTEM GOMIGURATION Dmeiytbn: E%1EROROUALT'COLUMN MW MEDSTREET UGHT LLMINNPE MIMING 12NO WIN Ie1H0U0PUT LEE/SOMA SAT STREET USW DLSTRPUTON OPTIC LED ROAM/ W INTEGRAL NENE SNIT RELOVEABLE row UPGRADE NDS MARNERRADE DEGAS( ALUMGNIUM ALLOY HOUSING W. SUPER/UPI C(YRCOI001 FDOT EORON INCWGND PCSYARIANAAE ANDPoVAEACOAT RNISIr IN GREY ALUMINUM OW] INTEGRAL OLC FNMA. NON.FE0LECUNG SAFETY GLASS LENS N A'W TOOL HINGED FRAME WRH SILICON£ COMPRESSION CONTROLLED GASKET POS STNN' MSTEEL FIXINGS. MTED IPE6. NTEGRAL 120V SPOMA FORWARD CURRENT ECG CONTROL. GENT UL SAIEY AWROVED. Accroserim: MID POLE BRACKET FOR SINGLE LUMNAIRE. RE.OFO IN GREY ALUMINIUM 0001 TO MATCN COLUMN DIAMEIFA REF CUSTOM MID TOLE BRACKET COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGEAND PROJECT RCOUIDEMENTS BROW. Project Require.. LUMINNRES FORM PART OF A COLUMN SYSTEM NCLUDNG FOUNDATION. C IWMN. BRACKETS. WMNNRES, BANNER ARMS AND SGNAGE FWUON. RErof to ALLS•M INFORMATON AND PRAWNGSAS NOTED BELOW FOR VAROUS COLUMN CONRGLFUTIOW REFER TO ELECTNCAL ENONEERS NrOPMATON FOR ALL WINING. CONDLIR ANDCONroNMCNr ROUTES REFER TO STRUCNRAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND = LIMN SPECTDCATIONG IN UNE MN LOCAL WIND LOADINGS REFER TO SONAGE GUIDEUNES FOR ALLADDITIONAL BANNER AND LOCATION MAP REOUIRLMENTS. WMINNRES TO BE INSTALLED INACOORDANOE WITH 1MMITACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS °ARMREST° FORM PART OF A MOCKUP RR FINAL COh0RMATON Or COLUMNSYS1EM, COMPONENTS AND CONTIGUMTON. REFER MOCK-UP DRAWINGS AND CORRESPONDENCE RoferTo ermines: LIGHTING ARRANGEMENTS 2.520.LA100. 101 FWD 102 MOCK RR ARRANGEMENTS 2F341A 100 AND DDT Physical Characteristics Image: Lamp Lamp MmWaamar. WEFT INTEGRAL Lamp Rohrenm. SORK Wry 1lnpa LED Mebe Wetta: Lon .M Loup.: 1203 Lamp Sump INTEGRN. Color Torplmlm TOWN DW unntIty Per mire.: 12 OoacNp0on: INTEGRALUOWK LED CIRCUIT BOARD TO LUMINA' IRE Lento Project Regutremenb: NONE PAM Caur, MR. DesM0Dleblet MMm4 Red. 25284E-001. Revhlm02 STREET LIGHTING- STREETS Luminaire Ref. XC Luminaire steeurom Peale. Catalogue Number: Nob: WE ET PFL POOLED IS10.5KI 11.031 0010SPOOF /061 2UU' TANK MOU00NTED TO UP COLUMN AS PART OF SYSTEM CONFIGURATION Daacllp2m. EXTERIOR OVAUIY COLUMN MOUNTED STREET LKI1T WMINNPE 1,RLIS110 n0N0. Ak%T NG110ITFUT LEAS WRH AOIO STREET LIGHT DISIRIBIITON OPTIC LEO MARDON INTEGRAL HFATSINK. REMOVWBLE TOR UPGRADE IKCelMRIDGRADE DE.CAST ALUMNMM ALLOY 110U3NOWm1SUPEWCR CORROSION PRREOTON INCLUDING PCS (HARDWARE ANDFOWDERCOAT P1159NN OREN ALUM NUMRtl1 INTEGRAL OLC IRA NCN.REFLEOTING WEN GLASS LENSINA'NO TOOL BINGED FRAME WRIT SLICONE COMPRESSION CONIPOLLEDGASKE1 PCS STAINLESS STEEL FIXINGS MTEDIP66 INTEGRAL 120Y 2WMAFOTWJAAO CURRENT ECG CONTROL GEAR. UL WEN APPROVED Acoeemrbs: PALE BWE0000 FLIER AS PER LEE FILTER 100 DRIGHT BLUE REF CUSTOM LEE165 BLUE GLASS TOP OF POLE BRACKET WTIH WARMER ER FOR SINGLE WMINNRG REI-540IN GREY ALUMINUM POOT REF 111.042/13131.030F SU08 COLUMN SUM STRAGMCYUNDWAL COLUMN OF APPROXIMATE ID FEET N LENGTH IN GREYALUMINIUM SNOT COLUMN ALSO FITTED WITH WMINNRE REFERENCE AG AND ACCESSORIES COMPLETE COLUMN SYSTEM AS PER DRAWINGPAGNAGEAMO RROWCT PEOUSEMENTS BELOW. Project Rmubamms LUMIMPCSFOPM PAST 0Fn COLUMN SYSTEM INCLUDING FOUNDATION. COLUMN BRACKETS LUTANNRES. BANNER ARMSANDSLONAGE FIXATION. REFER TO ALL S•M INFORMATION AND gNWINGSAS NOTEDBELOW TOR VARIOUS DOLMAN CONFIGURATIONS. REFER TO ELECTROAI. ENGINEER'S INFORMATION FOR ALL WIRING. CONDUIT /RD CONFAIAMEM ROUTES REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL POUISARON AND COLUMN SPWM.ATIONS IN UNE W. LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADORION, RANA. AND LOCATION MOP REOUREMENTS LUMINAPES TO EE INSTALLED IN ACCORMNCEWITH VTACTMDFS INSTRUCTIONS AND LOON, REGUTATONS LUMINAPES TO FORM PART Or A MOCIT.UP FOR RML CONFIRMATION Cr COLUMN SYSTEM. COMPONENTS AND CONFIGURATION. REFER MOCKUP DRAWINGS AND LGPRESPONDEIICE Referee P mvb90 UGHRNG APw.OEMENTS 35201.A1 W.101 AND 102 MOCKUP ARRANGEMENTS 3520LA.ro0 AND POI Physical Characteristics Image: PM1yaleel Characteristics: Cut Out Peencx W&ton tibe Lamp Lamp MonNMwee WEEP MEW.. Lento Reference: SfOEK Lamp1ype: LuMrmm.. Luminaire Lumens: Lean BARN Colour TempemtunA Otte Ate Per WM.. LED ICON INTEGRAL "v00:1( AO Damrlptbn: INTEGRAL 500010 LED CIRCLER WARD TO LUMINAIRE Lump Pmbctamutrarnaate NONE Specification Cut Sheets of the luminaires tested Page 4 Miami Design District Miami, Florida, USA STREET UONTINO MOCK-UP LOCATION PLAN NOV TO W. temporary rigging masts and generators 4OTH STREET STREET LIGHTING MOCK-UP PLAN WIZ Ylr.TPIN, SECTION - LUMINAIRES XC AND XS Maw Se. AS WW1 6.11 Mock-up Drawing Page 5 MDD Street Lighting Mock-up Report 28 Nov 2012 3.0 Results Weather conditions were fine and dry as measurements were recorded at 8.00pm on the evening of 28 November 2012. Measurements were recorded using a calibrated high quality Minolta light meter in Lux units (flux= 0.09fc). Images and spot readings as follows: / //////i ////////X/A/7 ,,,,,, H M1 T.R ROM SET SIR TRIM CURB M LOCATIONS CENTERING OF UMINS ES SONG STREET CORM EN 00 1. FOISTATIom..„ O SrR ET 2B. WV 11 40TH STREET O 2ND AVENUE WV Miami Design District Page 6 Miami, Florida, USA A Mid Street in Isne with columns 10.0 lux t f S-diewaltc in between c B Street Light Linder luminaire - 13.2 lux E Mid Street in between columns - 8.42 lux Page 7 F Curb edge in between columns 12.31ux MDD Street Lighting Mock-up Report 28 Nov 2012 4.0 Conclusion The carefully mounted test installation was used to show both the overall impact of the LED lighting proposed for the sidewalk and blue tinted lighting to the street and to accurately record light measurements found at key points on the street and sidewalk. As the results noted above and summarised below illustrate, the design meets the adopted standards of the "Mn/DOT Roadway Lighting Design Manual", May 2006. Routes in MDD have been classified as "Collectors Commercial", in R4 condition. R4 =asphalt/smooth texture. Please Note: The zoning presented in Miami21 is not taken into consideration as these only refer to sidewalk light guidelines from light borrowed from buildings. Table of Result Summary Mn/DOT Measured Commercial Collectors in R4 28 November 2012 Eh Minimum Average Maintained Illuminance 0.9 fc / 10 lux A - 10 lux B - 13.2 lux C - 33.6 lux D - 18 lux E - 8.42 lux F - 12.3 lux G - 12,5 lux average measured - 15.4 lux Uniformity average /miniumum 4:1 1.8:1 The light levels exceed the requirements of the Mn/DOT. View of people moving through the street light Miami Design District Page 8 Miami, Florida, USA View from North corner of 40th Street loo-ang South West low from South corner of 40th Street looking North Wes View looking '=:est sang th St ree: -COM can of E o-nd Avenue View locrtng Ores::c 40:n St>ee* across NE 2nd Avenue MDD Street Lighting Mock-up Report 28 Nov 2012 Page 9 C.4 o o r 0 -L7.-,131 \\\\ \ ‘\\\\\\\• \\\\ • ir f —17 2"13 Zn. • 4 4 • P c 4 L _ ' 1 - NOT ISSUED FOR CONSTRUCTMN BLOCKS 3 & 4 LANDSCAPE PLAN OPTION — Schema.° Des., srsT,!!%.", L100B El ID o 0 V. 0 '4=41 s 0 0 ,4,744!V L „ E_TEEEE4- EE-4--EET; "9a PliCRACE,,FC .\\\ ‘\‘ \\\ \\\ u SL D , [CT -r-- -7 .. _ il 4[1 _ 1111„ • - - 414'44 s CI 1 - iARCH ITEcr's t101' IMMO FOR CONSTRUCTION BLOCKS 3 & 4 LANDSCAPE PLAN OPTION - C Schematic DeM9e, L100C ACCESS MANHOLE U.S.F. NO. 120 W/ COVER TYPE "T" LETTERING TO SAY "WELL" BRICK MASONRY AS NEEDED (TYP) 1 32 1 /4" 36" i = EL 8.75 I 8" TOP OF WELL #4 0 12" VERT. #4 0 6" HOR. F. 21" #4 0 6" C.C.E.W. 24" 21" #5 CAD 6" C.C.E.W. EL 11.50 EL 10.83 BAFFLE WALL EL 4.83 8" • 3" fES ER TO DRAINAGE WELL SCHEDULE EL 2.83 #5 © 8" TOP AND BOTTOM EACH WAY. 6" CRUSHED STONE BASE 24" DRAINAGE WELL 34" DIA. CLEAR OPNG. DRAINAGE WELL STRUCTURE N.T.S. GRATE 5 SCUD PIPE sTILaP ORAN VAADlS AS SNONTT ON PLANS + P ORAL AU& WM I : , LSRIaR uweuxa E SOLID PIPE 1' 72m 2 'WAS ROOTSIM � =11,, At.= IMO tit r=lii. ` it - �r= Ai=I 11.-6 t-11 •ii=11.=i1si , .11= TYPICAL TWO BOXES EXFILTRATION TRENCH LONGITUDINAL SECTION N.T.S NOTES 1. PLASTIC FILTER (AT EA. SCE. TOP. BO ICILD SHALL BE USED IN SANDY AREAS AS NOTED ON PLANS AND/OR AS MEWED BY THE ENGINEER. 2 1HE BOTTOM OF THE E)DiL1RATTCi TRENCH SHALL BE 13'-0' BELOW DOSTINO GROUND L1.EVA1ION, UNLESS FIELD commas WARRANT ODiEITMSE. 3. AFTER THE BALLAST ROCK HAS BEQL PLACED TO VIE PROPER ELEVATION. IT SHALL DE CAIROUJX WASHED DONN MIT CLEAN WATER DI ORDER TO ADDED 7ALLOW LIMITAL SETTUDIENT THAT MAY OCCUR. 0 THE PROPER SO THAT TILE ' IF IT TRENCH COMPLETEDIN AccomukRICE iMIN THEDUALS. TO RESTORE THE BALLAST ROCK 4. INVERT ELEVATION 70 BE SET PER W.C. 2.2 (AWL OCTOBER GROUND WATER LEVEL). TYPICAL FRENCH DRAIN PROFILE M TS 17' sus+ WADI TE OCT. 1985 DR: MA DEPARTMENT OF PUBLIC WORKS CITY OF MLAMI, FLORIDA MISC. 35-86-26 Sheet 4 of 4 Printed -rue, 13 Aug 2013 17 47 L-8F102 L-SF101 €4 LEGEND: CT) BEN. a), AM TRAY RECYCLEBINS BUICLE cp BOLLARD 39111 S Immo= Inht -7 mr.,m ,MOr wo, NMI N E 3ft S E N E. 38th S CB 0 STREET FURNITURE PLAN iL NE SSEu STREET L-SF102 L-SF101 HOT ISSUED PM CONSTRUCTION PLAM COURT STREET FURNITURE PLAN 1:-SF 10 1 u LEGEND: GO BENCH (T) 0511.11240 (:=:) 084511 =:) RECYPI 808 CD BIOME RACN (=') BOLLARD MUM g g J STREET L.SF102 L-SF101 ARCH ITECTS h:11.0_1!i .C,,e sign W.I.. ===. POT ISSUED FOR CONSTRUCTION BLOCKSi-B-4-- STREET FURNITURE PLAN OPTION B -LISF102 OPTION 1 - SELECT MANUFACTURER LANDSCAPE FORMS MODEL SELECT MATERIALSTAINLESS SIZE: 17" X 51" X 42" OPTIONS, CUSTOM COLORS. CUSTOM SIGNAGE LIST PRICE SINGLE ($1030), TRIPLE ($2600) OPTION 2 - RECYCLE PRO MANUFACTURER' GLARO MODEL 1542-3, 1542 OR 1532 MATERIAL ALUMINUM SIZE 15" DIA X 30" H - CAP. 23 GAL. OPTIONS- LIDS (HOLE, SLOT) PARTS, NEEDS LINER AND ANCHORING KIT LIST PRICE: 1542-3 = $1302, 1532 = $492 DEALER- LAKE HILLS CONSUI TANTS 631-676-5969 OPTION 3 - TRIO MANUFACTURER, CABANES MODEL TRIO MATERIAL' GALVANIZED, STAINLESS STEEL SIZE. 26" X24.5" X 38 5"H - CAR 8 GAL OPTIONS: ASHTRAY LIST PRICE: ?? DEALER. ?7 OPTION 4 - BEVEL MANUFACTURER- SITU MODEL:BEVEL MATERIAL CONCRETE SIZE: 39'H LIST PRICE: $968 TO= OPTION 5 - BEVEL SIDE MANUFACTURER' SITU MODEL BEVEL (SIDE LOADING) MATERIAL: CONCRETE SIZE: 25"X40"X 14" OPTION, CUSTOMIZABLE CAPACITY: 22 GAL. LIST PRICE $1,068 OPTION 6 - TRANSIT OPTION 1 - VALET OPTION 2 - HUMO MANUFACTURER. FORMS + SURFACES MANUFACTURER' MMCITE MODEL: TRANSIT MODEL:VALET MATERIAL STAINLESS STEEL MATERIAL: STEEL OPTION. CAST ALUMINUM LID, CUSTOM COLORS SIZE: 39"H SIZE: 40 8" X 19.5" X 36" LIST PRICE $906 CAPACITY. 60 GAL, DEALER: SIGMA CO LIST PRICE: $1,942 MANUFACTURER: LANDSCAPE FORMS MODEL:HUMO MATERIAL STEEL SIZE' 39"H LIST PRICE $1120 DETALLE EMPOTRAREE OPTION 1 - HAIKU MANUFACTURER CABANES MODEL. HAIKU MATERIAL ALUMINUM SIZE 4" X 32"H OPTIONS. COLORS LIST PRICE DEALER: ?? SEGO ONA-Al OPTION 2 - BEVEL MANUFACTURER: SITU MODEL BEVEL LIGHT BOLLARD MATERIAL TAKTL CONCRETE SIZE: 7" X 4 5" X 34.25"H LIST PRICE. $890 CONTACT. 412 486 1600 LEAD TIME. 10-12 WEEKS (NEGOTIABLE) OPTION 3 - RADIUM MANUFACTURER: MMCITE MATERIAL STEEL SIZE. 39'X3"X4" LIST PRICE: $452 DEALER: SIGMA CO. - KM1@SIGMACO.COM 4-* OPTION 4 - LOT MANUFACTURER MMCITE MATERIAL STEEL SIZE 39"X3"X3" LIST PRICE. $290 DEALERSIGMA CO. - KM1@SIGMACO COM OPTION 1 - CUSTOM CHAIN RACK MANUFACTURERCUSTOM MATERIAL ? PRICE, 7 OPTION 2 - MEANDRE MANUFACTURER MMCITE MATERIAL: STEEL AND RUBBER SIZE' 25" X 10" X 25"H LOCK 2 LOCKING BARS PRICE: $3,296 DEALER: SIGMA CO. - KMl@SIGMACO,COM OPTION 3 - FLOW MANUFACTURER' LANDSCAPE FORMS MATERIAL: STAINLESS STEEL SIZE: 1.5" X 25" X 27" OPTIONS: POWDERCOATED CAPACITY: 3 BICYCLES LOCK D SHAPE PRICE $660 OPTION 4 - OLYMPIA MANUFACTURER: FORMS + SURFACES MATERIAL. ALUMINUM SIZE. 7"X3"X35 6" OPTIONS' NATURALALUMINUM, POWER COAT COLORS, LOGO COLOR PRICE $375 I 03 jam\ ___mOrcmIndustrial Design for Miami Design District Zaec, 04 KonstantinGrcicIndustrial Design for Miami Design District / 08.2013 Konstantin Grcic Industrial Design for Miami Design District / 08 2013 08 09 Konstantin Grcic Industrial Design for Miami Design District / 06 2013 Konstantin Grcic Industrial Design for Miami Design Dr strrct / 08.2013 10 11 Konstantin Grcic Industrial Design for Miami Design District / 08 2013 ]3 KonstantinCivic Industrial Design for Miami Design District / 08.2013 13, 2m 3,3m 6, 7m KonstantinGrcicIndustrial Design for Miami Design District / 08.2013 14 15 L. - 02, 5m 03m 03, 5m Konstantin Grcic Industrial Design for Miami Design District / GB 2013 L. r 1 1 ft J 10, 9m 16 1, 5m 5, 6m Konstantin Grcic Industrial Design for Miami_ Design District / 08 2013 EXHIBIT"D". Right of Way Area (See Attached) (35237058;1) `~~=~ sa,r,l+TiEr -195 tit CREt 14414510 U4"; —TAr 46 taiwilamcg 3 "VAMP -a% - DESIGN DISTRICT Future Development Ts t Roar eOAK PLAZA ASSOCIATES (DEL-1 LLC EXHIBIT "E". Insurance Requirements L Commercial General Liability A, Limits of Liability Bodily Injury and Property Damage Liability Each Occurrence $1,000,000 General Aggregate Limit $ 2,000,000 Products/Completed-Operations $ 1,000,000 Personal and Advertising Injury $1,000,000 B. Endorsements Required City of Miami listed as an additional insured Contingent Liability & Contractual Liability Premises & Operations Liability Primary Insurance Clause Endorsement "XCU" hazards, if applicable II. Business Automobile Liability A. Limits of Liability Bodily Injury and Property Damage Liability Combined Single Limit Any Auto/Owned Autos/Scheduled Including Hired, Borrowed or Non -Owned Autos Any One Accident $ 1,000,000 B. Endorsements Required City of Miami listed as an additional insured III,. Worker's Compensation Limits of Liability Statutory -State of Florida Employer's Liability A, Limits of Liability $1,000,000 for bodily injury caused by an accident, each accident, $1,000,000 for bodily injury caused by disease, each employee $1,000,000 for bodily injury caused by disease, policy limit IV. Umbrella Liability (Excess Follow Form) A. Limits of Liability Each Occurrence $2,000,000 Policy Aggregate $2,000,000 The City of Miami listed as an additional insured The above policies shall provide the City of. Miami with written notice of cancellation or material change from the insurer not less than (30) days prior to any such cancellation or material change, or in accordance to policy provisions. Companies authorized to do business in the State of Florida, with the following qualifications, shall issue all insurance policies required above: The company must be rated no less than "A-" as to management, and no less than "Class V" as to Financial Strength, by the latest edition of Best's Insurance Guide, published by A.M. Best Company, Oldwick, New Jersey, or its equivalent. MI policies and for certificates of insurance are subject to review and verification by Risk Management prior to insurance approval. {35237058:1)