Conceptual Master Plan - Emeryville Center of Community Life

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CONCEPTUAL DESIGN January 9, 2009 Emeryville Center of Community Life 4. Slabs On Grade All slabs-on-grade shall be a minimum of 5" thick and shall have #4 at 16" on center, each way at mid-depth of the slab. The sub capillary break materials under the concrete slabs on grade shall be confirmed with the future Geotechnical Report. See Section 2 above for the required subgrade preparation underneath the slab-on-grade. 5. Reinforcing Steel Reinforcing Steel detailing, fabrication, and placement shall conform to the "Uniform Building Code", Chapter 19A; the "Manual of Standard Practice of the Western Concrete Reinforcing Steel Institute", latest edition; and the "Building Code Requirements for Structural Concrete and Commentary", ACI 318-05; unless otherwise noted. Standards: Reinforcing steel shall conform to the following standards: Deformed Bars, #4 and larger ASTM A615, Grade 60 Welded Wire Fabric, WWF (smooth wire) ASTM A185 6. Concrete Work Forms For Edge of Foundations shall be properly constructed conforming to concrete surfaces as shown on the drawings, sufficiently tight to prevent leakage, sufficiently strong, and braced to maintain their shape and alignment until no longer needed to support the concrete. Concrete shall be ready mixed conforming to ASTM C94. Cement shall be Portland Cement Type II, conforming to ASTM C150. All hardrock (H.R.) concrete used in slabs on grade shall be designed for low shrinkage (L.S.). Concrete shall have the following characteristics: Minimum Maximum Water/ Concrete Strength Maximum Cement Cement Location Aggregate @ 28 Days Slump* Content Ratio Footings 1-1/2" H.R. 3000 psi 3-1/2" 5 Sacks 0.60 Basement Walls 3/4” H.R. 4000 psi 3-1/2” 5.5 Sacks 0.50 Slab on grade 3/4" H.R.-L.S. 4000 psi 3-1/2" 6 Sacks 0.45 Concrete fill on deck 3/4" LTWT 4000 psi 3-1/2” 6 Sacks 0.45 * Slump shall be the minimum consistent with proper placing. All concrete fill on metal deck shall have #4 at 18" on center, each way at mid-depth of the slab for all floor and roof conditions. Outline Specifications- 32
CONCEPTUAL DESIGN January 9, 2009 Emeryville Center of Community Life 7. Structural Steel and Miscellaneous Metal All steel wide flange shapes shall conform to ASTM A992. Unless otherwise noted, all other steel plates and shapes shall conform to ASTM A36. Steel Pipe shall conform to ASTM A53 Grade B (Fy = 35 ksi) or ASTM A501 (Fy = 36 ksi). Structural Tubing shall conform to ASTM A500 (B). All steel to steel bolted connections shall be bolted with high strength bolts according to ASTM A325 and ASTM A490, as approved by the Research Council of Riveted and Bolted Structural Joints. Other bolted connections, including anchor bolts, shall be bolted with unfinished bolts according to ASTM A307. All welded connections shall be welded according to the "Structural Welding Code - Steel", AWS-D1.1, latest edition. Welding shall be performed by welders certified for the welds to be made. All welding should be done with E70XX electrodes, unless noted otherwise. Refer to the specifications for the welding process to be used. 8. Metal Decking Metal decking shall be cold formed of sheet steel conforming to ASTM A446 Grade E and having a galvanized coating conforming to ASTM A525 G60. The required minimum structural properties are 18 gage 1.5 (1-1/2”) HSB-36 roof deck applications, as determined in accordance with the AISI "Specifications for Light Gage Steel Members". Equivalent decking with equal or greater properties may be used only if written permission is obtained from the Engineer. 9. Exterior Light Metal Wall Structural Framing All light metal structural framing shall be fabricated and erected according to manufacturer's recommendations. All structural properties shall be computed in accordance with the AISI "Specifications for the Design of Cold Formed Steel Structural Members," latest edition. Perimeter exterior wall framing for all buildings shall be 6” deep, 18 gage C-studs placed at 16” on center and shall be supported at the ground floor and roof levels. Drift joints shall be located at the floor and roof levels. Unless otherwise noted, light metal steel shall conform to the following specifications: a. Studs, runners, and joists, painted, 16 gage and heavier: ASTM A1011 Grade 50, modified to a minimum yield point of 50 ksi. b. Studs, runners, and joists, galvanized, 16 gage and heavier: ASTM A653 Grade 50, minimum 50 ksi yield. c. Studs, runners, and joists, painted, 18 gage and lighter: ASTM A1008 Grade 33, Outline Specifications- 33
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EMERYVILLE CENTER OF COMMUNITY LIFE
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that either the PG&E site or the ad
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for approvals, funding, and constru
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Sub-total - New Construction Sports
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The master plan calls for the reten
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Temporary relocation of secondary s
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Mark Schatz August 22, 2008 Page 2
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Mark Schatz August 22, 2008 Page 4
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Emeryville Center of Community Life
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Emeryville Center of Community Life
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GROUND FLOOR PLAN EMERYVILLE CENTER
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JUNE 13, 2008 / DESIGN CONCEPT
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SECOND FLOOR THIRD FLOOR CONCEPT A
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SECOND FLOOR THIRD FLOOR CONCEPT C
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53rd Street 47th Street San Pablo A
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53rd Street 47th Street San Pablo A
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SECOND FLOOR THIRD FLOOR CONCEPT C
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CONCEPT A - GROUND FLOOR EMERYVILLE
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CONCEPT B - GROUND FLOOR EMERYVILLE
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CONCEPT C - GROUND FLOOR EMERYVILLE
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CONCEPT D - GROUND FLOOR EMERYVILLE
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VIEW FROM NORTH WEST VIEW FROM SOUT
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SECOND FLOOR THIRD FLOOR FOURTH FLO
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SECOND FLOOR THIRD FLOOR FOURTH FLO
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N CREEK FEATURE K-5 DROP-OFF GROUND
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N ARTS / PERFORMANCE / DINING 0‘
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ARTS / PERFORMANCE / DINING 9-12 LE
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9-12 LEARNING NEIGHBORHOOD N ARTS /
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CARDBOARD MODEL A
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Page 146 and 147: CONCEPTUAL DESIGN January 9, 2009 E
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PROJECT: EMERYVILLE CENTER OF COMMU
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LELAND SAYLOR ASSOCIATES PROJECT: E
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Together we can Make it Happen!
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Where will the new center be?
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Land Use and Transportation
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What’s Happening at the New Cente
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The New Building Program
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Into a Welcoming Lobby
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Services for Families and the Commu
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After School Enrichment Programs
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Public Safety Outreach Programs
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for Family Celebrations and Communi
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A Place to Express Yourselves
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And your Musical Soul!
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Age-appropriate Classrooms
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Specialized Teaching Areas and Labs
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Opportunities for Partnering with L
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Great New Recreational Facilities
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and Expression Through Movement
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Creative Approaches to Energy and W
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Great New Outdoor Play Areas
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Organized and Drop In Sports Progra
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A Chance to Interact with Nature in
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and Connecting as a Community
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A B C D We’ve Studied a Range of
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Main Entry at San Pablo and 47 th S
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Looking Into the Inner Courtyard
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Upcoming Community Meetings March 9
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Together we can Make it Happen!
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(page continues for two screens, no
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ROOFTOP SOLAR PANELS ROOFTOP SOLAR
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You are invited to help shape the f
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You are invited to help shape the f
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BROUGHT TO YOU BY: EMERY UNIFIED SC
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BROUGHT TO YOU BY: EMERY UNIFIED SC
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ECCL Presentation 2/4/09 5:45am-7:0
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o o o o o the current ESS is really
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o What is the number of acres for t
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o Overall, please note Emeryville c
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o o o o o o o o San Rafael plan des
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ECCL Presentation 3/4/09 11:45am-1:
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o Local Architect 1 o account the s
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ECCL Presentation 2/4/09 5:45am-7:0
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o o o o o o o o o o o I think the n
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ECCL presentation at Emery Secondar
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o All rooms looks dingy and dirty 1
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o What happens to the old senior ce
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o How do we plan for these folks to
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o o o o o o o o o o o o o o o o o o
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ECCL Presentation 3-14-09 9:30 - 10
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o o o o o o I’m unsure of the pla
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ECCL Presentation 3-19-09 6:30 - 7:
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o o o o o o o Can’t speak for the
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o It is EUSD property, and everythi
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ECCL Presentation 2-11-09 10:00am-1
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This is a bold and dynamic step for
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Conceptual Master Plan - Emeryville Center of Community Life

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