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Home My WebLink AboutAgenda RFP 2009-010 Artistic Bus Shelters Oral Presentation 011910CITY OF PALM BEACH GARDENS CALL TO ARTIST SELECTION COMMITTEE ARTISTIC BUS SHELTERS— SEMI - FINALIST PRESENTATIONS TUESDAY, JANUARY 19, 2010 CITY COUNCIL CHAMBERS 10500 NORTH MILITARY TRAIL AGENDA 1. CALL TO ORDER — S:30pm 2. ROLL CALL: Selection Committee- Max Bosso Diane Capella Todd Engle Michael Morrow Cable Neuhaus Jennifer O'Brien David Porter Susan Tornabene Also in attendance: Allyson Black, Resource Manager Kara Irwin, Growth Management Administrator Lisa Scalabrin, Accountant Bob Rosillo, Assistant City Attorney 3. SEMI - FINALIST PRESENTATIONS 5:35 - 6:35pm Carlos Alves 6:35 - 7:35pm McMow Art and Glass, Inc. 7:35 - 8:35prn Winslow Wedin 4. ADJOURNMENT Palm Beach Gardens, Artistic Bus Shelters 0%, 1 Custom Bike Rack 'Alocasia' Recylced Aluminum Roof With Solar Panels for LED Lighting Colored Concrete Bench With Mosaic Inlays Ol 5- Gallon Concrete Trash Receptacle With Mosaic Tiles Recycled Aluminum With Ceramic Finials Colored Concrete Pad 0%, 1 Custom Bike Rack 'Alocasia' tr - Beach Gardens, Artistic Bus Shelters COColored Concrete Pad Custom Bike Rack 0 Vine (a Mosaic Leaf Inlay Recylced Aluminum Roof With Solar Panels for LED Lighting Colored Concrete Bench With Mosaic Inlays and Finials Ol 5- Gallon Concrete Trash Receptacle With Mosaic Tiles 010' Recycled Aluminum COColored Concrete Pad Custom Bike Rack 0 Vine (a Mosaic Leaf Inlay Beach Gardens, Artistic Bus Shelters Recylced Aluminum Roof With Solar Panels for LED Lighting Colored Concrete Bench With Mosaic Inlays (l 5- Gallon Concrete Trash Receptacle With Mosaic Tiles ,' Recycled Aluminum With Glass Panels Colored Concrete Pad With Leaf Inlays CD Custom Bike Rack 'Mangrove' Palm Beach Gardens, Artistic Bus Shelters Recylced Aluminum Roof With Solar Panels for LED Lighting CO) Colored Concrete Bench With Mosaic Inlays Ol 5- Gallon Concrete Trash Receptacle With Mosaic Tiles QiIl Recycled Aluminum With Glass Panels 'Philodendron' Colored Concrete Pad i Custom Bike Rack Solar Panel - Alternative Location 0 0 A __0 03 10 -.I� 00 00 0 0 00 A 0 0 0 0 L 0 0 0 0 0 *(0) OCA off 0 0 1 0 0 \00 0 0 0 prepared by CARLOS ALVES N prepared for the City of Palm Beach Gardens PRESENTATION FOR Artistic Bus Shelters Proposal No. 2009-010 A", 1157 SW 6th Street Miami, Florida 33130 Studio: (305) 326 -0800 Fax: (305) 326 -0833 email: carlosalvesmosaics @mac.com web site: www.carlosalvesmosaics.com January 19, 2010 Robert Bruno, Purchasing Agent Palm Beach Gardens Art in Public Places 10500 N. Military Trail Palm Beach Gardens, FL 33410 Attn: Palm Beach Gardens — Artistic Bus Shelters Dear Mr. Bruno: Thank you for the opportunity to submit these additional materials as a finalist for the Palm Beach Gardens, Artistic Bus Shelters. As requested by the Palm Beach Gardens Art in Public Places council, I am presenting these materials today and look forward to our presentation with you on January 19, 2010. All the best, Carlos Alves OZ300080.09_w CARLOS ALVES N', 0-1 Table of Contents We Conceptual Approach 1 -5 Written Narrative, 6 -8 Itemized Budget, Proposed Timeline and Maintenance Guidelines Materials List CARLOS ALVES OZ300080.09 w N', k` 1) Conceptual Approach OZ300080.09_w CARLOS ALVES & Palm Beach Gardens, Artistic Bus Shelters 0%, 1 Custom Bike Rack 'Alocasia' Recylced Aluminum Roof With Solar Panels for LED Lighting Colored Concrete Bench With Mosaic Inlays Ol 5- Gallon Concrete Trash Receptacle With Mosaic Tiles Recycled Aluminum With Ceramic Finials Colored Concrete Pad 0%, 1 Custom Bike Rack 'Alocasia' tr - Beach Gardens, Artistic Bus Shelters COColored Concrete Pad Custom Bike Rack 0 Vine (a Mosaic Leaf Inlay Recylced Aluminum Roof With Solar Panels for LED Lighting Colored Concrete Bench With Mosaic Inlays and Finials Ol 5- Gallon Concrete Trash Receptacle With Mosaic Tiles 010' Recycled Aluminum COColored Concrete Pad Custom Bike Rack 0 Vine (a Mosaic Leaf Inlay Beach Gardens, Artistic Bus Shelters Recylced Aluminum Roof With Solar Panels for LED Lighting Colored Concrete Bench With Mosaic Inlays (l 5- Gallon Concrete Trash Receptacle With Mosaic Tiles ,' Recycled Aluminum With Glass Panels Colored Concrete Pad With Leaf Inlays CD Custom Bike Rack 'Mangrove' Palm Beach Gardens, Artistic Bus Shelters Recylced Aluminum Roof With Solar Panels for LED Lighting CO) Colored Concrete Bench With Mosaic Inlays Ol 5- Gallon Concrete Trash Receptacle With Mosaic Tiles QiIl Recycled Aluminum With Glass Panels 'Philodendron' Colored Concrete Pad i Custom Bike Rack Solar Panel - Alternative Location 2) Written Narrative, Itemized Budge[, Proposed Timeline, and Maintenance Guidelines Written Narrative As I am sitting in my garden and contemplating this project, the lushness of Palm Beach Gardens is the image that stayed with me. It is the basis of my concept design for the bus shelters you are planning along two of your major corridors (PGA Boulevard and Military Trail). This inspiration and my artistic style are the perfect complement to your desire to bring art to a functional part of your community. Since the series of bus shelters are for Palm Beach Gardens, my inspirations lean towards the idea relating to sitting in a garden. My benches feel organic —forms appearing to be growing out of the earth cast on concrete colored pods. Some of the seating areas will incorporate mosaic tiles, glass and recycled objects imbedded onto /into the durable weather - resistant, low maintenance concrete structures. The bevels will serve a dual purpose of being functional and aesthetic works of art. I envision the canopy to appear to be growing out of the seating structures. These abstract leaf -type shapes will be created using metal steel or aluminum with either glass panels or metal mesh welded onto the leaf -style shapes for shade. I designed these shelters for their aesthetics as well as functionality, providing both shelter from the elements while allowing air to flow through. The four designs are individual in their concept yet have a cohesive quality, so pedestrians can recognize their intended purpose. We intend to use recycled aluminum and glass and other materials. Our artwork has proved to be virtually maintenance free and able to resist the harsh Florida elements. The reinforced concrete bases - benches will be cast on site and some embellished with ceramic and concrete stain.. OZ300080.09_w 6 CARIOS AIVES Z011, ( 1@11 Budget Artistic Bus Shelters Opinion of Probable Construction Cost January -10 Prepared by: Carlos Alves Palm Beach Gardens ITEM DESCRIPTION SPECIFICATIONS QTY UNIT PRICE AMOUNT by Kimley -Horn (sub - ENGINEERING FEE consultant ) Lump Sum 1 $18,000.00 $18,000.00 ARTIST FEE Artist Lump Sum 1 $40,000.00 $40,000.00 Custom made, IRON WORK Including Bike Racks Lump Sum 1 $77,000.00 $77,000.00 Integrally colored concrete, different finishes including leaf CONCRETE PAD inla ys Lump Sum 1 $10,000.00 $10,000.00 GLASS PANEL Weather and wind WALLS resistant Lump Sum 1 $15,000.00 $15,000.00 CONCRETE Integrally colored with BENCHES mosaic inlays Lump Sum 1 $40,000.00 $40,000.00 SOLAR PANELS From vendor Lump Sum 1 $4,500.00 $4,500.00 TRASH Concrete with mosaic RECEPTACLES tile veneer Lump Sum 1 $4,000.00 $4,000.00 CERAMIC FINIALS Hand made Lump Sum 1 $3,500.00 $3,500.00 Per Palm Beach INSURANCE Gardens requirements Lump Sum 1 $4,500.00 $4,500.00 TRAVEL n/a Lump Sum 1 $3,500.00 $3,500.00 GRAND TOTAL $220,000.00 The Artist has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Artist at this time and represent only the Artist's judgment as a design professional familiar with the construction industry. The Artist cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. OZ300080.09_w 7 CARLOS ALVES 11�1 a Proposed Timeline Artistic Bus Shelters ■■■■■■■■■ ! ■i ■! ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■! ■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ - ■ ` ■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ NONE NONE ■■■■■■■■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■E■■■ OMEN NOME OMEN M■■■ Com rete ... nemsary footings, , "'1'111'111 1111111 "'' 111111111'111'11 lights, plantings 1�� 111111111111111111111111111111 I HE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■■ Maintenance Guidelines The beauty of my hand -made tiles is that there is relatively little maintenance. I recommend that all tiles, as well as glass panels, be sponged down once a year with soap and water. All metal work is recycled aluminum and will require little or no maintenance. Concrete pads will require typical routine power washing every one to two years. Plants require little water once established and trimming one to two times a year. OZ300080.09_w 8 CARLOS ALVES 01111 ( @111 3) List of Proposed Materials ➢ Industrial thin -set (adhesive) ➢ Industrial Grout (colored) ➢ Recycled Aluminum ➢ Integral Colored Concrete ➢ Minimal Xeriscape Plantings (vines) ➢ Solar Panels (from vendor) ➢ Concrete Trash Receptacles ➢ Rebar ➢ Rebar mesh ➢ Hand -made and commercial tile OZ300080.09_w 9 CARIOS AIVES N111, ( 1@11 Team McMow Shanon Materio Tricia Besley Richard Materio Phil Materio Burkhardt Construction Original Designs Our New Desian "A Walk in the Park" New Design | / ., ^ New Design New Design New Design Other design concepts Autograph Tree Other design concepts Gumbo Limbo Other design concepts Lignum Vitae New Concept, New Materials Koda XT (Panels) Whv Koda XT? It is a "Green" Product • Made of 40% pre- consumer recycled content, it is the only architectural polycarbonate material available to use towards LEED MR 4.1 and 4.2 for recycled content. It is virtually unbreakable • 60x stronger than acrylic and 100x stronger than glass • It withstands natural forces like sever wind and meets stringent state mandates for hurricane resistant glazing materials It is a new product that is designed for the outdoors • It is chemically resistant and has an abrasion resistant finish • It is a fireproof product • It is UV safe and will not yellow over time • It offers protection in areas subject to high traffic, vandalism or burglary It is easy to clean /maintain • Rinse with luke warm water then remove dust and dirt with a soft cloth or sponge and a solution of mild soap with water, or a 50/50 solution of isopropyl alcohol and water, rinse thoroughly with water and dry with a soft cloth • Or it can be pressure washed with a 1500psi or less and dried with a soft cloth The design possibilities are limitless • The image or design desired is created and printed on a clear vinyl that is then encapsulated between 2 pieces of the polycarbonate D C 8 A 8 7 6 5 4 3 2 1 6 8 7 6 5 4 Fiore Skylights, Inc. 100 East Evergreen Ave Some date N108083 800.3463310 Fax. 856.346.9332 a aTV.fioreskyJightrwm TITLE: UNLESS OTHERWISE SPECIFIED: DVAENSgNt PRE W INCHES TOLERANCES: IR PUCE D c—I 2u 1 HREE RIACE DECIMAL :— — TERIAL SIZE DWG. NO. REV NAME DATE Antly M�nVin B FS010810A - FNRH CRAWN Do NOr le— DRAwNC RROLEa SCALE: 1:32 SHEET 1 OF 1 3 2 1 D C B A koda xT Product Description 3form Koda xT panels provide color, durability and design freedom for the most extreine environments and applications. These panels exhibit the highest performance of any engineered resin panels. Selection of color, finish, and translucency coupled with endless shaping options, Koda x-r is the perfect rnediLtm for your exterior architectural application. A product line developed specifically for exterior projects, Koda xT has the added benefits of being constructed from polycarbonate which is both environmentally responsible and high- performing. Koda xT has been engineered to incorpo- rate recycled content without compromising its overall physical properties. FEATURES AND BENEFITS • Form and shape to create eye - catching installations • Qualification for LEED credits for building sustainabillty • Extremely tough, allowing for easy fabrication and maximum Installed durability • Extremely versatile, enabling designers to achieve full design potential • Lightweight, half the density of glass, making for easier installation and reducing structural support requirements • Good chemical resistance which reduces potential harm incurred by cleaning agents AVAILABLE COLORS STANDARD Crystal Clear Glass Green Trans White SPECIALTY COLORS PANEL SIZES AND TOLERANCES 3form Koda XT panels are offered in 4' x 8' (1.2 m x 2.4 m) Custom lengths and widths up to 12' long and 6' wide are possible AI dimensions and squareness (standard with custom) are subject to a 3/16" (4.7 mm) tolerance. Standard thickness of Koda XT is 1/2" (12.7 mm). STANDARD COLORS NOMINAL MINIMUM MAXIMUM THICKNESS ALLOWANCE ALLOWANCE GAUGE GAUGE GAUGE 112' (12.7 mm) 0.427 110.85 mml 0.500 (12.7 mml SPECIALTY AND CUSTOM COLORS NOMINAL MINIMUM MAXIMUM _ THICKNESS ALLOWANCE ALLOWANCE GAUGE GAUGE GAUGE w2'1123 -ml 0.451 (11.45 mm) 0.541 {13.74 mml 3form Koda XT can be combined with any of the 30+ C3 colors in as few as one panel Use the C3 - Color Matching System to create over 10.000 custom colors. CUSTOM COLORS Koda XT can be customized to match nearly any translucent or transpar- ent color (minimums may apply) TEXTURES /PATTERNS /FINISHES Koda XT comes standard with a polished front and back finish. 3form provides the option of substituting between 5 standard finishes. In most cases, you can even pick different front and back finishes. Finishes Include: • Patent - Shiny, high gloss finish • Patina - Non - glare, slightly frosted finish • Sandstone - Grainy texture, slightly frosted look, highly durable • Stucco - Pebble -like finish • Topo - 'Larger pebble -like finish Sheet tolerance readings are based on an average of several measure- ments along both long edges of each panel. These measurements are taken 2 -3 inches (50 -75 mm) from the edges of the panel. Custorn gauges of Koda XT are possible. Your 3form Sales Representa- tive can assist you with questions regarding custom gauges for your application. FLATNESS TOLERANCE Koda XT panels shall not have distortion in the form of a winkle, twist or scallop along the perimeter of the sheet. Overall warp extending across the sheet Is permitted to a maximum of 9/32' (7.1 mm) for each 48" (1.2 m) or traction thereol. Panel is to be measured when laying horizontally under Its own weight on a flat continuous surface. 62 .. ... I ..I -A.1-1—L-1 Specifications FLAMMABILITY $ SMOKE TEST RESULTS - BUILDING CODE APPROVALS Koda XT panels have been Independently tested and rneet tree criteria for approved interior finishes and "light transmitting" resin materials as described in the 2009 International Building Code". TEST 3FORM KODA XT RESULT ASTM D 635 Flame Spread Sell twnjulshmij PASS CC 1 ASTM G 1929 So rgnmorl 1070'F PASS Greater fnan 650'F Tempefdl Jre ASTM E64-03 Flame Spread 1;4' Ihrckrless 65 Gess a 2075 Smoke Devaluped 45C Class a 5450 ASTM E84 -03 Flame SPfead. 1/2' Ihiukness 55 Class a 26 15 Smoke Devampad y400 Class a s45C - J PANEL WEIGHT THICKNESS (INCHES) WEIGHT FLUX ILBIFT') 1/2' (125 mm) 31 Ib /fl1 (15.1 kg /1n') EXPANSION /CONTRACTION ALLOWANCES Like all resin products, 3form Koda XT will expand and contract nomi nally with fluctuations in temperature. The following formula provides allowances that should be made In framed or fitted applications: • Longest length of panel (inches) x temperature change of the sheet ( °F) x 0.00004 = Amount of Linear Expansion /Contraction (inches) example: • 48" x 96' panel that experiences a 50 °F temperature change will expand /contract: 96 Inches x 50 degrees`F x 0.00004 in /in IF = 0.192 inches (expansion) Allowances should also be made In the following situations: • Fastening points • Channel depths in frames • Holes for standoffs and other hardware • Meeting points for multiple sheets of 31orm Koda XT ULTRAVIOLET EXPOSURE PERFORMANCE 3form Koda XT panels incorporate ultraviolet stabilization technologies that are proven to maintain the integrity of aesthetics and performance of the panels. The following charts provide an overview of the effective- ness of the UV stabilization technology that are incorporated with 3form Koda XT panels. Following 12.000 Q of exposure (representing approxl mately 10 -years outdoor Florida exposure) it Is shown that the 3form Koda XT with UV stabilization extlihits excellent performance. One important characteristic of a materials performance Is the ability to maintain consistent aesthetics. The following chart demonstrates the performance of Koda XT compared to unstabilized polycarbonate. s aM ,. 3form Koda XT Colol Stability - Light Transmission iXenon Are Accelerated Exxrsue Testing) 11PO1u.l,.J, Another Important factor to consider Is the ability of a nlatenal to main- tain Its physical integrity after exposure to solar radiation. The following chart shows how the impact strength Is maintained after long periods of Intense accelerated exposure. s 4 i 1'u a t,xL .Vlr a!U ,all vaa .Ya,i ty.w "• 411 W 3form Kocia XT Property Retentlotl - Flatwlse Impact Xermn Arc Accelerated ExpOSWe Testingi DEFLECTION 31orm Koda XT will exhibit different amounts of deflection given a variety of factors: fastening techniques, loads, panel thickness and panel dimensions to list a few. The 3form Technical Help desk can assist you with general deflection guidelines for your application using the Koda XT Deflection Charts technical white paper. If your application has specific engineering requirements, please contact the 3form Product Technology team for additional direction. COLD BENDING Storm Koda XT can be cold bent for simple bends and curved areas. As a rule. a minimum radius of 100 times thickness is acceptable for Koda XT KODA XT THICKNESS MINIMUM COLD BEND RADII 1/2-112 7 mm) 50' (1270 m,nl EDGE FINISHING Edges of 3form Koda XT panels are able to be machined or routed into a variety of different forms. In addition to a straight edge, edges may accept beveling, rounding, etc. Additional finishing, sucn as sanding or polishing, can also be provided to some edges REFINISHING 3form Koda ,XT finishes such as patent can have blemishes polished out; however, the majority of 3form products have a surface finish that would be ruined by buffing. "Stucco" is our most durable finish. This finish Is recommended for any high traffic areas. SOUND TRANSMISSION CLASS (STC) VALUES FOR KODA XT Measurement protocol: ASTM E 90 - Standard Test Method for Labora- tory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements KODA XT THICKNESS STC VALUES 1/2'10.500') 34 Selected Mechanical and Physical Properties for 3form Koda XT TYPICAL VALUE -{ uui PROPERTY' S ASTM METHOD ; S1 U U.S. S Sit U.S. GENERAL Denadv D 1505 'i 1 200 " "2"- 1 1.2IX3 Water I D 570 231,- 015".. 0 0 15`b - - AUSOrnlwn 173` Fi, 24h imntersaw, Heat Delleclrrn D64E d 66ps 1 137 7=r; ? ?EO°r - - - - Temperawre Continuous Max use 1 132'C ? ?70111 1 131M 2 27VF � Temperalure ' MECHANICAL Tensile Stress 0 Yield 0638 6 62 MPa 9 9.000 psi Tan5119 Shess D D 638 1 135", MPa 9 9,500 psi - - - - A Break Elongation D D 638 1 110% 1 1 1090 - - - - Tensile Modulus D D 638 1 2.344 MPa 340,000 riexurat Mwwus D D-190 2 380 MPa 345000- - - - - Flexural Streng0•. D D 790 93 MPa IJ.50D Rockwell Hardness G G 705 M70+RI 18 WWR118 - - - Safety Glazing A ANSI 97 t PASS P PASS rt Izod Impact Slrengtti. D D 2%?D 32`F 747 Jim 14 n ,tw. . 6 62 Notched Q 4612 32 "F 3.202 Lm 60 tit v,n - - Impact Strengm, Q unriniched N No FetlNe No P.-i- Res-stance- D 3763 Et 32`F 1 ,6 R `5 11 IUr Puncture, Energv 4 Max Load ' Unless noted otherwise. all tests are run 0 23'C (73 °F) and 50% relative numidnv, using specimens machined front extruded sheeting with a thickness as Indicated "Nontmeak as defined In ASTM D 4812 using spec'mens paving a thickness as Indicated Properties Chemical Resistance of Worm Koda XT to Select Compounds 6 DAY FULL IMMERSION TESTING @ 73 °F (23 °C) Polymer materials are affected by chemicals In different ways Factors that initiate a change in performance or appearance when exposed to chemicals can be attributed to fabrication methods, exposure conditions, concentration of chemical substances or exposure duration of certain substances. Such factors can even Influence the final affect Of substances that 3form Koda XT Is considered "Resistant" to by this method. Further details are explained below FABRICATION Stresses generated from sanding, grinding, drilling, polishing, machining, sawing and /or forming (hot or cold). EXPOSURE Exposure duration, stresses imparted during the aoplicatron life -cycle due to loads. temperature changes, heat, environments, etc. APPLICATION OF CHEMICALS Application from contact, rubbing, wiping, spraying, soaking, etc. Also having an affect is the relative concentration of the chemical in question The following data is based on complete Immersion of Koda XT tensile bars in the chemical or reagent shown. Samples remained Immersed and were stored at 231C (730F) for different periods of time. Following the test period the samples were removed from immersion, weighed and measured. This table represents the changes in appearance of the immersed samples over the testing period. The following table provides Indicative performance of the chemical resistance characteristics of Koda XT tensile bars. The following codes are used to describe the chemical resistance characteristics: R = RESISTANT Indication that 3form Koda XT is able to withstand the Identified com pound for long exposure periods (6 days, full immersion) LR = LIMITED RESISTANCE Worm Koda XT is only able to resist affect when in contact with this compound for short periods at room temperature. It is advised that further determination of the affect of the substance in your particular application be further tested. NR = NOT RESISTANT 3form Koda XT Is not resistant to the compound. The material will swell, craze. haze, dissolve or experience some physical change when exposed to this substance. REAGENT RESULT REAGENT _ RESULT A .M ".d '0 ?e in water -- R _— Arelrnr- NR Amnwnie, 0 1%in water NR Amnanmm nm'ate, too In wale' R Benzene NR Benzine Inn aromaiv: nydrocWlwns' R ROlvl Acelale NP, Carbon tetrachloride NR Chloroform 4— - NA CiMc Acid, {!i�a in Water ' R Ditndyl phthalate NH Dieply/ elher NR Dirrmlhyl Inrmamido NR DirClyi pnitIalate NR Dlrxar,e _- _ - -._..- _ NR Ethanol. Ity.),. _ - _ R Ethyl ACeIaIP NR Fihvlene'.NGnde NR EIItYIanB glycol 1 I vpm «alai - rlycerm NP - -~ R My� id In "- ,n water. Hydroym Peroxae, 30 "„ �n water R tion 1/111 Chlonde. Sal uraleu snluuon R IarnCidle Ic.2.4-Inmelhyi pentane, R lenprnpahnl Ipnlel 64 _GTOBEH t fA:'ua-a. I,AA1SNEi.. ,0DA X, I REV MI 64 _GTOBEH t fA:'ua-a. I,AA1SNEi.. ,0DA X, I REV MI REAGENT RESULT I REAGENT RESULT Won—, - -'r NR NR Metnvl Ethyl hetcna MelhYtY•"ro chlormE NR Melhylernma NrInC Acid. 10% In wales H n prepallpl NR Ozone. r "„mar NF Paratl +'. peraltm oil, Irea Irum eromalic hydfoca,00nS R Pt"PhpnC acid. 10„ in water R Propane R sdicune On Soamm Cnwrrda iG °� Sodwm N vale, 101. m water Sulfuric Acrd, 101, m water TelraChlwruelhyiwe R R R R NR NR Sodum Campnale. 10% rn water R Sudwnu dvdroxufe 1`t MR slyrena IJR lelractihai rwne NR Tnchiur JeiltVoans NH Trratnylana Glycol R irtcresyl Phosphate Kylene NR Cleaning Instructions Coated or painted parts are not suitable for pressure washing as finish may be stripped off. Pressure washing is not suitable for Koda XT panels that have been seamed or edge sealed. If using detergent, use mild detergents only. Rinse sheet with light water spray after washing. DO NOT. • Concentrate spray in single position. • Use more than 1,500 psi pressure. • Position pressure noule closer than 8" (203 mm) tronl panel • Proceed with pressure washing if test piece shows detrimental effects to panel. • Pressure wash Koda XT panels that have been painted or coated to maintain coating integrity. - it debris or dirt is not removed by pressure washing attempt to clean witn manual procedures described in preceding section. 3form Koda XT. like all thermoplastic resin materials, should be cleaned periodically. A regular, quarterly cleaning program will dramatically help prevent noticeable weathering and dirt build -up Rinse the sheets with lukewarm water. Remove dust and dirt from Koda XT with a soft cloth or sponge and a solution of mild soap and /or liquid detergent in water. A 50:50 solution of isopropyl alcohol and water also works well. Rinse thoroughly with lukewarm water Always use a soft, damp cloth to blot dry. Rubbing with a dry cloth can scratch the material and create a static charge. Never use scrapers or squeegees on Koda XT. Also avoid scouring compounds. gasoline, benzene, acetone, carbon tetrachloride, certain deicing fluids, gasoline, lacquer thinner or other strong solvents. DO NOT, • Use a squeegee. • Strong solvents, highly alkaline or abrasive cleaning agents. • Clean in hot sun or elevated temperatures. • Rub with a dry cloth. PRESSURE WASHING Pressure 'washing can also be an effective way to remove miscellaneous debris trom surfaces of 3form Koda XT installations. Pre -soak panels with a light water spray to loosen and remove Incidental surface debris. It is recommended that the water pressure for cleaning Koda XT panels be 1,500 psi or less. 3form Koda XT is a tough material but can be dam- aged if high pressure is concentrated in a single position too long. Use a gradual sweeping motion over the application. Never concentrate water spray In a single position Pressure nozzle should never oe positioned closer than 8" (203 mm) from the panel surface. Test a pollion of the sheet first before spraying. If test piece shows any sign of material fatigue, abrasion or delamination - discontinue Pressure washing and proceed with manual cleaning instructions as described above. IMPORTANT If a cleaning material is found to be incompatible in a short -term test. it will usually oe found to be incompatible in the fieid The converse, however, is not always true. Favorable performance is no guarantee that actual end -use conditions have been duplicated. Therefore, these results should be used as a guide only and it is recommended that the user lest the products under actual end use conditions U(:I• -,blH t.`. MAIS ' nl'U^ ., , llty i,.11 r, 9; Serving you online since 1997 THE LED LIGHT. C o m Search l' /[ NUTUR! of IIGNtIMG! Advanced search ( Home I ' Cart I Help I Shipping Ophons I Whats New I On Salel I Bargain Basement I Warranty I Retum Policy I Newsletter Product Line: Index Page; 12v DC LED Light Bulbs Power LED Light Bulb Data ser+3 y.k 1 SBM6wtAluminum base Power LED Light Bulbs are a unique product. It is a light bulb but is hardwired to your 12vdc system. You can call it a fixture and that would be right too. Whatever it is called, it is a great product that produces excellent light color, radiation pattern and is simple to install. No driver, no resistor is required as the components to run on 12vdc are built in. If you do not have a 12vdc system a 110/120vac to 12v DC transformer /converter is required. The Power Bulb SBM3 and SBM6 are offered in white with either 3 chip LEDs producing 1 watt /25 lumen, or 6 chip LEDs producing 2 watts /50 lumen with actual output of 20+ and 40+ Watts of clear white light! Install the Power Bulb SBM3 and SBM6 in existing 12vdc open fixtures, off -grid cabins /homes , or install them as is for extra lights where you need them. Just be sure they are used indoors or if outside, under the eaves or weather protected location. They have built in heat dissipation holes so moisture cannot make contact with the electrical circuit. Good in RVs, boats, planes, sheds, work benches, porch lights, truck berths and box, truck compartments. Use as a battery powered light for camping, fishing trips, back yard parties, emergency lights. Power LED Light Bulbs run on 10.8 - 13.2vdc battery power (boat, planes, autos) or via a battery/control box /solar panel system. If you use these on any vehicle that uses a alternator or generator, an in line resistor or voltage regulator of some type is required to maintain voltage to no more than 13.2vdc. Specifications: • Power: 12 V (10 %Variation - 10.8 to 13.2v) • Power Consumption: 300mA for 3 chip type LEDs, and E^OmA for 6 :�hii . rypo I EDs f 1WjZ W OEM Series Solar Modules bunwize uEM5 SunWizeo OEM modules deliver top-quality performance for all photovoltaic applications including rural electrification, water pumping, telemetry, communications, and general battery charging. Ideal for AC and DC installations, SunWize OEM modules can be used in single - module and multiple - module systems. Each module consists of 36 solar cells connected in series providing maximum charging power. The glass surface allows maximum light trans- mission and is impact resistant to hailstone forces of a 1" diameter hailstone at terminal velocity (5 ft -lbs). Single crystalline solar cells are encapsulated and bonded to the glass in multiple layers of ethylene vinyl acetate (EVA) and laminated with a white Tedlar"A backing insuring long life in severe environmental conditions. Bypass diodes contained within the junction box insure reliable operation. Anodized aluminum tubular frames add strength and durability to the modules and are constructed to withstand constant wind speeds of 1 10 mph and gusts to 133 mph. Includes pre - drilled mounting holes. The weather resistant junction box accommodates all wiring methods including moisture -tight strain relief connectors and electrical conduit. SunWize modules are manufactured to comply with U.S. and international standards, and are factory tested to verify superior performance. SunWize modules are man- ufactured in accordance to ISO 9002 standards. OEM series modules are ISPRA certified to IEC 61215 standards and FM CSA approved for Class 1, Div. 2 hazardous locations. OEM series modules carry a 20 -year, 80% power output warranty. Model Rated Power (Watts) Rated Voltage (Vmp) Rate Current (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) Dimensions (Inches) Unit Weight (Ibs.) OEM5 5 16.4 0.31 20.5 0.38 11.82 x 9.84 3 OEM10 10 16.4 0.61 21.0 0.70 15.15 x 14.76 4.5 OEM20 20 16.5 1.22 21.0 1.38 20.86 x 16.93 6.5 OEM40 40 16.7 2.40 21.0 2.68 38.38 x 17.13 12.5 •Ira u II yvnoi vUnaya wunat - imp - maximum power current (amps) - VOC -0pen circuit voltage (volts) • lac -shoe circuit current (amps) SunWize 0EM10 SunWize OEM20 SunWize OEM40 MODULE DIMENSIONS (inches) I-- A --I 1.34. 2.25' - n -_ -_ 0.275 B 1 - -- E I I D El Ll C OEM A B C D E 5 9.88 11.85 8.62 CL 9.84 10 14.80 15.19 13.54 CL 9.84 20 16.93 20.86 15.67 CL 9.84 40 17.16 38.30 15.90 9.84 23.62 &ry i at www.TheLEDLK tccm Isifjywi e I SUHWIZe OEM Series Solar Modules Electrical Characteristics IV curves Junction Box details 5.0 CL Q -1 � I - VIJLI J NOTE- IV curve Is typical for alt of the OEM modules. Peter to than on oage 1 for key data points on curve for the SWS, SWIG and SW20 modules. N avPASS 3tOOES (2) OEM Solar Module Kits SunWize" OEM Solar Module kits include a solar module, the SunWize SW -IL6 prewired voltage regulator with output cable, and a fixed 45' side -of -pole mount. Each kit is also available without the mount. The SW-IL6 is mounted in the module junction box. The waterproof controller features a multi- function LED indicator and fuse protection. SunWize single crystalline, high - efficiency solar modules are manufac- tured to exceed industry standards providing exceptional reliability and - --�- - maximum power output. A twenty-year warranty reflects the superior --- r quality and assures long product life. The iltimin: im side -of -pole mount Include two clamps t.Jt nominal 2.5• through 4 poles IOD 2.87 through 4.5 "). OEM 5/10120140 kits include a 15 ft. ( #14 AWG) cable. Rated current and voltage at Maximum Power Point (MPP) Model Rated Power (Watts) Rated Voltage (Vmp) 'CY V(J cuTPJT trRYHALS 334, (6s1 OEM5 kit O G 0.31 816WM cw+P SCRM 0.38 11.82 x 9.84 Posnrvr ' TFAMIN6L IED �TTJE TERMINAL i \ \JUrICTWN BO% SUPPLIED RITX 3 10 16.4 0.61 OFMIVGS SUT62l FOR 12' 0.70 15.15 x 14.76 8.5 NPf r7nING5. 2 CLOSED MTrI O XE110V6aLE StJW'1G PLUGS NOL P" (2 0 (516• . 3.58^) OEM20 kit 20 OVER LAT01 0.72. rk76) 21.0 [OP 20.86 x 16.93 12.5 without mount L ------ -__. J I sT [37) i 40 ,14• [7aj 2.40 o.oaaas wpr) OEM Solar Module Kits SunWize" OEM Solar Module kits include a solar module, the SunWize SW -IL6 prewired voltage regulator with output cable, and a fixed 45' side -of -pole mount. Each kit is also available without the mount. The SW-IL6 is mounted in the module junction box. The waterproof controller features a multi- function LED indicator and fuse protection. SunWize single crystalline, high - efficiency solar modules are manufac- tured to exceed industry standards providing exceptional reliability and - --�- - maximum power output. A twenty-year warranty reflects the superior --- r quality and assures long product life. The iltimin: im side -of -pole mount Include two clamps t.Jt nominal 2.5• through 4 poles IOD 2.87 through 4.5 "). OEM 5/10120140 kits include a 15 ft. ( #14 AWG) cable. Rated current and voltage at Maximum Power Point (MPP) Model Rated Power (Watts) Rated Voltage (Vmp) Rated Current (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) Dimensions (inches) Kit Weight (lbs) OEM5 kit 5 16.4 0.31 20.5 0.38 11.82 x 9.84 7.0 without mount 5.75 OEM10 kit 10 16.4 0.61 21.0 0.70 15.15 x 14.76 8.5 without mount 7.25 OEM20 kit 20 16.5 1.22 21.0 1.38 20.86 x 16.93 12.5 without mount 10.5 OEM40 kit 40 16.7 2.40 21.0 2.68 38.38 x 17.13 18.5 without mount 16.5 Note modules, charge controllers and mounts can tie purchased separately. Bury it at wnrN.TheI_EDLghLoDm SUNW&W n 0 THE LED LICJHT. r- o m TMt lUTURI OF II GMT IM G! Serving you online since 1997 Search Advanced search Home I Carl I Help I Shrpprng Ophons I Whars New I On Sale' I Bargain Basement I Warranty I Return Pcslrry I Newsletter I Solar Powered LED Light Use the sun's natural and free energy to store power for back -up lighting when the grid source fails! The Solar Power Pack: • includes a 7 amp sealed lead acid battery - runs a 350mA light for 17 hours on a full charge • includes a Low Voltage Disconnect • includes a 10 amp fuse • includes a Sunlight 10 timer /controller: More reliable than a photo sensor • NEMA rated 3R Metal Box • includes Sunlight 10 Manual • Power Pack measures 8.125 x 8 x 4.5 in. See spec sheet below for solar panel dimensions • Power Park ship weight 12 lbs. Lights are not included and are sold separately. Here are some fixture suggestions: • LED Power Bulb #B3 • LED Floodlights • Microstars or Triclusters • NorthStars • NorthStar Brites or Glows • Can Power a 530mA light for up to 6 -8 hours. TIDE WEDIA J7UD10 850 West Roval Palm Road, Boca Raton, Florida 334E (561) 392 -9216 e-mail: wincarol @bellsouth.net City of Palm Beach Gardens January 19, 2010 10500 North Military Trail PBG -RFP# 2009 -010 Palm Beach Gardens, Florida 33410 -4698 Attn.: Allyson Black Invoice for Bus Shelters Semi -- Finalist Agreement Section 3.A. Payment for Phase One : Execution of Agreement $ 1,000.00 (part 2 of $2000.00 agreement) Payment to be made to Winslow Elliott Wedin 850 West Royal Palm Road Boca Raton, Florida 33486 -4669 Social Security # for IRS 1099 Miscellaneous Form 473 32 7490 File PBG Invoice 2 Wedin's Project # 0917 0 Project #0917, 19 January 2010 SCHEMATIC PROPOSAL (per Section 2 of the Draft Agreement.) By Winslow Elliott Wedin Artist (and also Architect) Schematic Proposal for: Site A - "Solar roof on Custom Trusses" 1)Conceptual Approach a. 3 -D model or drawings of Site A see attached 2) Written Statement a. How [the shelter design] relates to site (specific location): In this site conditions the ideal building orientation is with the long axis in the East west direction which provides the maximum solar gain. b .[How the shelter design} relates to site needs: Public access is from the existing sidewalk along one side to the paved floor of the shelter. This floor is gently sloped (less than 1:12) to where the bus will stop. We will have to determine if the bus(s) are the kneel down type and if the curb- if any, should remain. No peddling of water shall occur. c, The fabrication process (see also 2 -h below). In this Site A case, the shelter unit will be prefabricated off site in a location convenient to both the contractor and the designer to maximize efficiency of input in the fabrication process. We can assume almost a daily coordination in the critical design phase. The Artist will be working with the tile subcontractor selecting tile color and tile locations. d. Project Timeline: The time line is divided into four phases, the times are approximate. 1 Design Construction Documents (the detailed architectural plans and specifications) with continuous coordination with the engineer and the general contractor, (GC) - 60 days 2. Application to the City for permit by the general contractor (GC); - 30 days 3. Upon receipt of the City approval, Physical construction of the prefabrication phase and site preparation (grading, casting of concrete slab and footings; - 90 days and 4. Installation by the GC including shipping, attachment, cleanup and final inspection -15 days. e. Maintenance Guidelines: Based upon our approach of using high quality low maintenance materials and methods, a light washing (should we provide a water spigot ?) in dry and dusty times and the standard cleanup of public spaces (garbage, trash etc.. - we may provide a trash can receptacle ?) , there is little else to do. In the window Glass concept (site C), since all glass is of the Impact resistant - off -the- shelf standard color items, replacement is no different than for any window replacement work in a commercial building. f. Project budget including artist fees (see also 2 -q and 2 -r): The construction budget is $45,000 including a 10% contingency for each shelter and the Artists fee is $10,000 each inclusive, for a total of $55,000 each of 4 shelters. g. All materials: Materials for Site A will be a custom steel ftruss, powder coated, reinforced CMU, cement plaster with a ceramic tile coating and impact resistant glass (we may provide vision holes for security) all attached to a brick floor on a 4" concrete base and structural footing. the foof will be a light gage metal with an integral PV Solar collector. h. Fabrication (see also 2 -c): All fabrication shall be done at the contractor's facility with the exception of site specific finishes and attachments. j. Transportation (of the shelter facility to site) The pre fabricated shelter assemblies will be transported to the site by the contractor utilizing his equipment and unloaded at the secured site by his crew, ready for installation by his crew. k. On site project management: The contractor and his crew and the Artist will work together at the pre - fabrication site on a daily basis as required. The Artist and contractor will supervise site installation per construction documents and code. The engineer will assist as deemed necessary. The engineer has provided technical information incorporated into the construction documents. The work may be video or photographically documented. I. Site modification required: The site will be prepared for installation of the shelter and grades adjusted for proper drainage, bus loading requirements verified and concrete footing and foundation work completed. m. Installation Equipment [which will be required]: The Contractor shall provide all installation equipment, materials and traffic safety provisions (cones, barricades etc.) coordinating with local requirements. n. Engineering Fees: All engineering fees are included in the $55 000 budget p Insurance fees ( ?) The contractor will have proper insurance as required and is included in the $45, 000 budget. q. Artist travel to site. [the cost of]: The cost of the Artist traveling to the fabrication location and the site(s) are included in the $45,000 Budget. r. Per -diem expenses (for the Artist) The Artist's expenses are included in the $10.000 Artist fee., unless something is requested, out of the ordinary by the City. The Artist. will charge his standard rate of $150.00 per hour. s. Project documentation: The Artist will prepare. Plaques or signage. Included in the $45.000 budget, signed and dated. u. Contingency expenses: A contingency of $4,500 per shelter unit is included. in the $45,000 construction budget. v. Permit Fees. To the best of my experience, all city, county and /or state fees are waved on municipal projects. If this is not the situation, these fees shall be considered and extra. Extras are cost +25 %. 3) Material List a. Same as 2) g. above Materials will be unique for each of the four designs and be a combination of protected steel (powder coated, or if exposed a nonferrous metal) frame, reinforced portland cement plaster with a ceramic tile coating as designed, photo voltaic elements, lithium batteries and impact resistant glass all attached to a brick, tile or similar covered reinforced concrete base following all construction documents and all building codes. File: #0917, scheme prop, 19 Jan 10 Project #0917, 19 January 2010 SCHEMATIC PROPOSAL (per Section 2 of the Draft Agreement.) By Winslow Elliott Wedin Artist (and also Architect) Schematic Proposal for : Site B - "The Apse Shell Approach" 1)Conceptual Approach a. 3 -D model or drawings for Site B. see attached 2) Written Statement a. How [the shelter design] relates to site (specific location): In all four site conditions the ideal building orientation is with the long axis in the East west direction which provides the maximum solar gain. b .[How the shelter design} relates to site needs: Public access is from the existing sidewalk along one side to the paved floor of the shelter. This floor is gently sloped (less than 1:12) to where the bus will stop. We will have to determine if the bus(s) are the kneel down type and if the curb- if any, should remain. No peddling of water shall occur. c, The fabrication process (see also 2 -h below). In each case, the shelter unit will be prefabricated off site in a location convenient to both the contractor and the designer to maximize efficiency of input in the fabrication process. We can assume almost a daily coordination in the critical design phase. The Artist will be working with the tile subcontractor selecting color and locations. d. Project Timeline: The time line is divided into four phases, the times are approximate. 1 Design Construction Documents (the detailed architectural plans and specifications) with continuous coordination with the engineer and the general contractor, (GC) - 60 days 2. Application to the City for permit by the general contractor (GC); - 30 days 3. Upon receipt of the City approval, Physical construction of the prefabrication phase and site preparation (grading, casting of concrete slab and footings; - 90 days and 4. Installation by the GC including shipping, attachment, cleanup and final inspection -15 days. e. Maintenance Guidelines: Based upon our approach of using high quality low maintenance materials and methods, a light washing (should we provide a water spigot ?) in dry and dusty times and the standard cleanup of public spaces (garbage, trash etc.. - we may provide a trash can receptacle ?) , there is little else to do. In the window Glass concept (site C), since all glass is of the Impact resistant - off -the- shelf standard color items, replacement is no different than for any window replacement work in a commercial building. f. Project budget including artist fees (see also 2 -q and 2 -r): The construction budget is $45,000 including a 10% contingency for each shelter and the Artists fee is $10,000 each inclusive, for a total of $55,000 each of 4 shelters. g. All materials: Materials will be unique for each of the four designs., and will be a combination of steel frame, reinforced cement plaster with a ceramic tile coating and impact resistant glass all attached to a brick, the or similar on a 4" concrete base. h. Fabrication (see also 2 -c): All fabrication shall be done at the contractor's facility with the exception of site specific finishes and attachments. j. Transportation (of the shelter facility to site) The pre fabricated shelter assemblies will be transported to the site by the contractor utilizing his equipment and unloaded at the secured site by his crew, ready for installation by his crew. k. On site project management: The contractor and his crew and the Artist will work together at the pre - fabrication site on a daily basis as required. The Artist and contractor will supervise site installation per construction documents and code. The engineer will assist as deemed necessary. The engineer has provided technical information incorporated into the construction documents. The work may be video or photographically documented. I. Site modification required: The site will be prepared for installation of the shelter and grades adjusted for proper drainage, bus loading requirements verified and concrete footing and foundation work completed. m. Installation Equipment [which will be required]: The Contractor shall provide all installation equipment, materials and traffic safety provisions (cones, barricades etc.) coordinating with local requirements. n. Engineering Fees: All engineering fees are included in the $55 000 budget p Insurance fees ( ?) The contractor will have proper insurance as required and is included in the $45, 000 budget. q. Artist travel to site. [the cost of]: The cost of the Artist traveling to the fabrication location and the site(s) are included in the $45,000 Budget. r. Per -diem expenses (for the Artist) The Artist's expenses are included in the $10.000 Artist fee., unless something is requested, out of the ordinary by the City. The Artist. will charge his standard rate of $150.00 per hour. s. Project documentation: The Artist will prepare. Plaques or signage. Included in the $45.000 budget, signed and dated. u. Contingency expenses: A contingency of $4,500 per shelter unit is included. in the $45, 000 construction budget. v. Permit Fees. To the best of my experience, all city, county and /or state fees are waved on municipal projects. If this is not the situation, these fees shall be considered and extra. Extras are cost +25 %. 3) Material List a. Same as 2) g. above Materials will be unique for each of the four designs and be a combination of protected steel (powder coated, or if exposed a nonferrous metal) frame, reinforced portland cement plaster with a ceramic the coating as designed, photo voltaic elements, lithium batteries and impact resistant glass all attached to a brick, tile or similar covered reinforced concrete base following all construction documents and all building codes. File: #0917, scheme prop, 130ct09 Project #0917 -II, 22 October 2009 SCHEMATIC PROPOSAL (per Section 2 of the Draft Agreement.) By Winslow Elliott Wedin Artist (and also Architect) Schematic Proposal for: Site C - "The Colored Glass Shelter" 1)Conceptual Approach a. 3 -D model or drawings for: (each of all 4 Sites required) see attached drawing 2) Written Statement a. How [the shelter design] relates to site (specific location): The ideal building orientation is with the long axis in the East west direction which provides the maximum solar gain. Therefore, the PGA location is selected b .[How the shelter design} relates to site needs: Public access is from the existing sidewalk along one side to the paved floor of the shelter. This floor is gently sloped (less than 1:12) to where the bus will stop. We will have to determine if the bus(s) are the kneel down type and if the curb- if any, should remain. No peddling of water shall occur. c, The fabrication process (see also 2 -h below). In this case, the shelter unit will be prefabricated off site in a location convenient to both the contractor and the designer to maximize efficiency of input in the fabrication process. We can assume almost a daily coordination in the critical design phase. The Artist will be working with the glass and storefront subcontractor o produce an interesting series of shapes and color relationships. d. Project Timeline: The time line is divided into four phases, the times are approximate. 1 Design Construction Documents (the detailed architectural plans and specifications) with continuous coordination with the engineer and the general contractor, (G. C.) - 60 days 2. Application to the City for permit by the general contractor (G. C.); - 30 days 3. Upon receipt of the City approval, Physical construction of the prefabrication phase and site preparation (grading, casting of concrete slab and footings; - 90 days and 4. Installation by the G.C. including shipping, attachment, cleanup and final inspection -15 days. e. Maintenance Guidelines: Based upon our approach of using high quality low maintenance materials and methods, a light washing (should we provide a water spigot?) in dry and dusty times and the standard cleanup of public spaces (garbage, trash etc. - we may provide a trash can receptacle ?) , there is little else to do. In this window Glass concept (site C), since all glass is of the Impact resistant - off -the- shelf standard color items, replacement is no different than for any window replacement work in a commercial building. f. Project budget including artist fees (see also 2 -q and 2 -r): The construction budget is $45,000 including a 10% contingency for shelter and the Artists fee is $10,000 each inclusive, for a total of $55,000 each of 4 shelters. g. All materials: Materials are unique for each of the four designs Design "C" will be a combination of a welded aluminum frame with internal tension cables and impct resistant glass all attached to a metal tile or glass tile on a 4" concrete base with integral reinforced footing. h. Fabrication (see also 2 -c): All fabrication shall be done at the contractor's facility with the exception of site specific finishes and attachments. j. Transportation (of the shelter facility to site) The pre fabricated shelter assembly will be transported to the site by the contractor utilizing his equipment and unloaded at the secured site by his crew, ready for installation by his crew. k. On site project management: The contractor and his crew and the Artist will work together at the pre - fabrication site on a daily basis as required. The Artist and contractor will supervise site installation per construction documents and building code. The engineer will assist as deemed necessary. The engineer will have provided technical information to the Artist / architect incorporated into the construction documents. The work may be video or photographically documented. I. Site modification required: The site will be prepared for installation of the shelter and grades adjusted for proper drainage, bus loading requirements verified and concrete footing and foundation work completed. m. Installation Equipment [which will be required]: The Contractor shall provide all installation equipment, materials and traffic safety provisions (cones, barricades etc.) coordinating with local requirements. n. Engineering Fees: All engineering fees are included in the $55 000 budget p Insurance fees ( ?) The contractor will have proper insurance as required and is included in the $45, 000 budget. q. Artist travel to site. [the cost of]: The cost of the Artist traveling to the fabrication location and the site(s) are included in the $45,000 Budget. r. Per -diem expenses (for the Artist) The Artist's expenses are included in the $10.000 Artist fee., unless something is requested, out of the ordinary by the City. The Artist. will identify, obtain approval and charge his standard rate of $150.00 per hour for any extra services. s. Project documentation: The Artist will prepare. Plaques or signage. Included in the $45.000 budget, signed and dated. u. Contingency expenses: A contingency of $4,500 per shelter unit is included. in the $45,000 construction budget. v. Permit Fees. To the best of my experience, all city, county and /or state fees are waved on municipal projects. If this is not the situation, these fees shall be considered and extra. Extras are cost +25 %. 3) Material List a. Same as 2) g. above Materials will be unique for each of the four designs and be a combination of protected steel (powder coated, or if exposed a nonferrous metal) frame, reinforced portland cement plaster with a ceramic tile coating as designed, photo voltaic elements, lithium batteries and impact resistant glass all attached to a brick, tile or similar covered reinforced concrete base following all construction documents and all building codes. File: #0917, scheme prop, 220ct09 Project #0917,19 January 2010 SCHEMATIC PROPOSAL (per Section 2 of the Draft Agreement.) By Winslow Elliott Wedin Artist (and also Architect) Schematic Proposal for: Site D - The Structural Glass Shelter" 1)Conceptual Approach a. 3 -D model or drawings for: Site D see attached 2) Written Statement a. How [the shelter design] relates to site (specific location): In all four site conditions the ideal building orientation is with the long axis in the East west direction which provides the maximum solar gain. b .[How the shelter design} relates to site needs: Public access is from the existing sidewalk along one side to the paved floor of the shelter. This floor is gently sloped (less than 1:12) to where the bus will stop. We will have to determine if the bus(s) are the kneel down type and if the curb- if any, should remain. No peddling of water shall occur. c, The fabrication process (see also 2 -h below). In this case, the shelter unit will be pre- manufactured off site in a conveniently located Glass shop to both the contractor and the designer to maximize efficiency of input in the fabrication process. We can assume almost a daily coordination in the critical design phase. The Artist will be working with the glass subcontractor selecting color incerts and LED lighting. Much researsh must be conducted on the luminated graphics with an out door sign company d. Project Timeline: The time line is divided into four phases, the times are approximate. 1 Design Construction Documents (the detailed architectural plans and specifications) with continuous coordination with the engineer and the general contractor, (GC) - 60 days 2. Application to the City for permit by the general contractor (GC); - 30 days 3. Upon receipt of the City approval, Physical construction of the prefabrication phase and site preparation (grading, casting of concrete slab and footings; - 90 days and 4. Installation by the GC and the glass subcontractor including shipping, attachment, cleanup and final inspection -30 days. e. Maintenance Guidelines: Based upon our approach of using high quality low maintenance materials and methods, a light washing (should we provide a water spigot ?) in dry and dusty times and the standard cleanup of public spaces (garbage, trash etc.. - we may provide a trash can receptacle ?) , there is little else to do. In the window Glass concept (site C), since all glass is of the Impact resistant - off -the- shelf standard color items, replacement is no different than for any window replacement work in a commercial building. f. Project budget including artist fees (see also 2 -q and 2 -r): The construction budget is $45,000 including a 10% contingency for each shelter and the Artists fee is $10,000 each inclusive, for a total of $55,000 each of 4 shelters. g. All materials: Materials will be unique for This all glass scheme, and will be a combination of impact resistant structural glass LED lighting and Staainless steel connectors all attached to a tile covered floor on a 4" concrete base. h. Fabrication (see also 2 -c): All fabrication shall be done at the contractor's and / or glass suppliers acility with the exception of site specific finishes and attachments. j. Transportation (of the shelter facility to site) The pre fabricated shelter assemblies will be transported to the site by the contractor or glass fabricator utilizing his equipment and unloaded at the secured site by his crew, ready for installation by his crew. k. On site project management: The contractor and his crew and the Artist will work together at the pre - fabrication site on a daily basis as required. The Artist and contractor will supervise site installation per construction documents and code. The engineer will assist as deemed necessary. The engineer has provided technical information incorporated into the construction documents. The work may be video or photographically documented. I. Site modification required: The site will be prepared for installation of the shelter and grades adjusted for proper drainage, bus loading requirements verified and concrete footing and foundation work completed. m. Installation Equipment [which will be required]: The Contractor shall provide all installation equipment, materials and traffic safety provisions (cones, barricades etc.) coordinating with local requirements. n. Engineering Fees: All engineering fees are included in the $55 000 budget p Insurance fees ( ?) The contractor will have proper insurance as required and is included in the $45, 000 budget. q. Artist travel to site. [the cost of]: The cost of the Artist traveling to the fabrication location and the site(s) are included in the $45,000 Budget. r. Per -diem expenses (for the Artist) The Artist's expenses are included in the $10.000 Artist fee., unless something is requested, out of the ordinary by the City. The Artist. will charge his standard rate of $150.00 per hour. s. Project documentation: The Artist will prepare. Plaques or signage. Included in the $45.000 budget, signed and dated. u. Contingency expenses: A contingency of $4,500 per shelter unit is included. in the $45,000 construction budget. v. Permit Fees. To the best of my experience, all city, county and /or state fees are waved on municipal projects. If this is not the situation, these fees shall be considered and extra. Extras are cost +25 %. 3) Material List a. Same as 2) g. above Materials will be unique for this all glass designs and be a combination stainless steel brackets, nonferrous metal) frame, reinforced photo voltaic elements, lithium batteries and impact resistant glass all attached to a tile on reinforced concrete base following all construction documents and all building codes. File: #0917, scheme prop, 130ct09 . 161 PrA 5: Pi PLAN., D V..... ..... .y1 Zip E ELEVAILON-- IELtVATION El EVATI N Zt. IlLv go L-07