logging in or signing up final ridge spring presentation Oceane Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 586 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: October 03, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Mountain Ridge Project- final presentation -: Mountain Ridge Project - final presentation - AEC The making of Ridge University Engineering Building Engineer Martha DelCampo, Stanford Architect Katrin Wender, Weimar Owner Regina Pau, Sunnyvale Construction Manager Kris Grotelueschen, Stanford APPrentice Grace Yamamoto, Stanford AECSite conditions: Site conditions AEC AECWinter Decision Matrix: Winter Decision Matrix A E C Benefits Draw- backs Owner’s choice 2 Entrances Privacy/security good Concrete system Straightforward structure Spiral stairs Concrete frame & slab Better MEP & floor depth Not risky for A Roof truss & MEP intake Stream threats Skylight leaking Extended footprint Deep floor beams & MEP Lack of vertical mech. path space $2.7 Million 6/01/16 $3.4 Million 5/12/16 Functional spaces and relationship: Functional spaces and relationship AEC AEC3d view – design concept: 3d view – design concept ...water is flowing among stones... ...sunlight - collected like rain in a lake in the mountains... AECKey elements of design: Key elements of design instr. labs student offices, large meeting space normal student offices seminar rooms auditorium entrance hall AEC layout floor #2 south-north section with sunlight studyLayouts (schematic view): Layouts (schematic view) mechanical computer storage restrooms auditorium large classr. small classr. instr. labs student - offices seminar r. faculty off. secretaries chair‘s off. senior admin AEC basement floor #1 floor #2 floor #3Entrance : Entrance the fly brake box builds a relationship between the road and the building AECSight lines : Sight lines AEC floor #1 line: road – entrance – auditorium leads people into the building sight lines to stairs circulationFloor #1: Floor #1 entrance hall with fly brake box (1.1, 1.0) auditorium (1.5) large classrooms (1.4, 1.6) small classrooms (1.7, 1.8) restrooms (1.2, 1.3) AEC Floor #2: Floor #2 pbl spaces with seminar rooms, student offices, round table space (2.7-2.22) greenhouse space (2.23) instructional labs (2.6, 2.24) small classrooms (2.28, 2.30) faculty offices (2.4, 2.5, 2.26, 2.27) storage (2.25) restrooms (2.2, 2.3) AEC Floor #3: Floor #3 administration (3.23-3.29) faculty offices(3.4-3.21) storage (3.18) gallery (3.10) faculty lounge (3.6) restrooms(3.2, 3.3) hallway (3.1, 3.22) AEC Facades : Facades east / north east north west AEC east / north west / south south / eastWall systems & Cladding: Wall systems & Cladding EIFS exterior wall systems Good thermal values Lightweight Inexpensive compared to stone panels Available in many colors AECPerformance – architecture: Performance – architecture AECPerformance – architecture: Performance – architecture AEC requirements, that are matched: daylight for all classrooms, labs, offices -all classrooms have a views to river or mountains -privacy for offices security for administration and computer machines room requirements that are not matched: computer machines room closed to the instr. labs level of allowed noise for large classrooms privacy of student officesStructural system: Structural systemStructural system elements: Concrete columns Concrete shear walls – bearing and lateral Post-tensioned slab Steel and glass roof truss system Structural system elementsStructural system – gravity loads: Dead Loads Lightweight Concrete Slab: Avg. 100 psf Partition Walls: 10 psf Ducts, Lights, etc.: 5 psf Cladding: 10 psf Live Loads Offices: 50 psf Classrooms: 40 psf Auditorium: 50 psf Corridors: 100 psf Snow: 50 psf Avg. LL (by area): 62.5 psf Structural system – gravity loadsStructural system – load path: Gravity: Structural system – load pathStructural system – lateral loads: Wind Exposure B V33 = 70 mph Earthquake Zone 3 V = 638 kips Structural system – lateral loadsStructural system – load path: Lateral: V V Structural system – load pathStructural system by floor: B 1 2 3 Structural system by floorStructural details: Column and Column Footing Detail: Structural detailsStructural details: Column at Slab: Structural detailsStructural details: Wall Detail: Structural detailsSlab design: 16 banded 10 banded 5 distributed, 10 over column lines Post-Tensioning cable layout, Floor 1 11” deep center span 9” deep side span Slab designSlab design: Post-Tensioning cable layout, Floor 2 16 banded 10 banded 5 distributed, 10 over column lines Slab designSlab design: Post-Tensioning cable layout, Floor 3 16 banded 10 banded 5 distributed, 10 over column lines Slab designSlab design: Post-Tensioning cable layout, Roof 10 banded 10 banded 5 distributed, 10 over column lines Slab designSlab deflections: 1 2 3 R Thanks to KL&A for use of Floor software Slab deflectionsStructural system – foundation: Soil Stiff Sand Bearing Capacity: 5 ksf Low settlement Frost Depth: 4 ft. Foundation Wall footings under shear and foundation walls: 3.5’w x 12”d Column footings under columns: 8.5 ft2 x 2’d Slab on Grade Structural system – foundationStructural model: SAP 2000 Model: Structural modelStructural model: Mode 1: Mode 2: T = 0.0952 sec. Δmax = 1.65 in. T = 0.092 sec. Δmax = 2.18 in. Structural modelHVAC system: HVAC system 3rd floor 2nd floor 1st floor Basement/Mechanical Air Intake Air Exhuast Vertical Shafts AECHVAC diagram: HVAC diagram AECConstruction site layout: Sub Trailers Site Office 88t Hydraulic Mobile Crane Site Parking Material Laydown Site Entrance Construction site layout AEC Construction sequence: AEC Construction sequenceConstruction budget: Construction budget AECConstruction budget: Construction budget Foundations $245K Substructures $63K Superstructures $690K Exterior Closure $467K Roofing $48K Interior Construction $554K Conveying Systems $52K Mechanical $749K Electrical $330K Special Construction $99K Total $3,297K AECAtrium-Architecture Basis: Atrium-Architecture Basis Atrium-Truss System: Atrium-Truss System Atrium-Truss Selection: Atrium-Truss Selection Problems deflection complex connections Three-Hinged Arch Truss Atrium-Truss Constraints: Atrium-Truss Constraints Repeated glass panel size, 4‘x5‘Atrium-Truss Details: Atrium-Truss Details Purlin detail Bolt connection Anchor connection to slab Column connection, no slabAtrium-Member Sizes: Atrium-Member Sizes Columns W 10x100 Truss members 2L 4x4x1/4 Bolts A325N ¾“ diameter Purlins 2L 3x5x1/2Learning Experience-What did we learn here: Computer Necessity New hardware & software Meltdown flexibility Communication Be Clear & Listen Asynchronous vs. Synchronous Create clear sketches Collaboration 1 Goal Act as one Team Learning Experience-What did we learn here AEC AECThanks: Thanks AEC AEC Thanks to mentors: Robert Alvarado Helmut Krawinkler Greg Luth Eric Horn Alfred Koelliker Chuck Madewell Bob Tatum James Bartone Boyd Paulson Scott Dennis ...and Questions? 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final ridge spring presentation Oceane Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 586 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: October 03, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Mountain Ridge Project- final presentation -: Mountain Ridge Project - final presentation - AEC The making of Ridge University Engineering Building Engineer Martha DelCampo, Stanford Architect Katrin Wender, Weimar Owner Regina Pau, Sunnyvale Construction Manager Kris Grotelueschen, Stanford APPrentice Grace Yamamoto, Stanford AECSite conditions: Site conditions AEC AECWinter Decision Matrix: Winter Decision Matrix A E C Benefits Draw- backs Owner’s choice 2 Entrances Privacy/security good Concrete system Straightforward structure Spiral stairs Concrete frame & slab Better MEP & floor depth Not risky for A Roof truss & MEP intake Stream threats Skylight leaking Extended footprint Deep floor beams & MEP Lack of vertical mech. path space $2.7 Million 6/01/16 $3.4 Million 5/12/16 Functional spaces and relationship: Functional spaces and relationship AEC AEC3d view – design concept: 3d view – design concept ...water is flowing among stones... ...sunlight - collected like rain in a lake in the mountains... AECKey elements of design: Key elements of design instr. labs student offices, large meeting space normal student offices seminar rooms auditorium entrance hall AEC layout floor #2 south-north section with sunlight studyLayouts (schematic view): Layouts (schematic view) mechanical computer storage restrooms auditorium large classr. small classr. instr. labs student - offices seminar r. faculty off. secretaries chair‘s off. senior admin AEC basement floor #1 floor #2 floor #3Entrance : Entrance the fly brake box builds a relationship between the road and the building AECSight lines : Sight lines AEC floor #1 line: road – entrance – auditorium leads people into the building sight lines to stairs circulationFloor #1: Floor #1 entrance hall with fly brake box (1.1, 1.0) auditorium (1.5) large classrooms (1.4, 1.6) small classrooms (1.7, 1.8) restrooms (1.2, 1.3) AEC Floor #2: Floor #2 pbl spaces with seminar rooms, student offices, round table space (2.7-2.22) greenhouse space (2.23) instructional labs (2.6, 2.24) small classrooms (2.28, 2.30) faculty offices (2.4, 2.5, 2.26, 2.27) storage (2.25) restrooms (2.2, 2.3) AEC Floor #3: Floor #3 administration (3.23-3.29) faculty offices(3.4-3.21) storage (3.18) gallery (3.10) faculty lounge (3.6) restrooms(3.2, 3.3) hallway (3.1, 3.22) AEC Facades : Facades east / north east north west AEC east / north west / south south / eastWall systems & Cladding: Wall systems & Cladding EIFS exterior wall systems Good thermal values Lightweight Inexpensive compared to stone panels Available in many colors AECPerformance – architecture: Performance – architecture AECPerformance – architecture: Performance – architecture AEC requirements, that are matched: daylight for all classrooms, labs, offices -all classrooms have a views to river or mountains -privacy for offices security for administration and computer machines room requirements that are not matched: computer machines room closed to the instr. labs level of allowed noise for large classrooms privacy of student officesStructural system: Structural systemStructural system elements: Concrete columns Concrete shear walls – bearing and lateral Post-tensioned slab Steel and glass roof truss system Structural system elementsStructural system – gravity loads: Dead Loads Lightweight Concrete Slab: Avg. 100 psf Partition Walls: 10 psf Ducts, Lights, etc.: 5 psf Cladding: 10 psf Live Loads Offices: 50 psf Classrooms: 40 psf Auditorium: 50 psf Corridors: 100 psf Snow: 50 psf Avg. LL (by area): 62.5 psf Structural system – gravity loadsStructural system – load path: Gravity: Structural system – load pathStructural system – lateral loads: Wind Exposure B V33 = 70 mph Earthquake Zone 3 V = 638 kips Structural system – lateral loadsStructural system – load path: Lateral: V V Structural system – load pathStructural system by floor: B 1 2 3 Structural system by floorStructural details: Column and Column Footing Detail: Structural detailsStructural details: Column at Slab: Structural detailsStructural details: Wall Detail: Structural detailsSlab design: 16 banded 10 banded 5 distributed, 10 over column lines Post-Tensioning cable layout, Floor 1 11” deep center span 9” deep side span Slab designSlab design: Post-Tensioning cable layout, Floor 2 16 banded 10 banded 5 distributed, 10 over column lines Slab designSlab design: Post-Tensioning cable layout, Floor 3 16 banded 10 banded 5 distributed, 10 over column lines Slab designSlab design: Post-Tensioning cable layout, Roof 10 banded 10 banded 5 distributed, 10 over column lines Slab designSlab deflections: 1 2 3 R Thanks to KL&A for use of Floor software Slab deflectionsStructural system – foundation: Soil Stiff Sand Bearing Capacity: 5 ksf Low settlement Frost Depth: 4 ft. Foundation Wall footings under shear and foundation walls: 3.5’w x 12”d Column footings under columns: 8.5 ft2 x 2’d Slab on Grade Structural system – foundationStructural model: SAP 2000 Model: Structural modelStructural model: Mode 1: Mode 2: T = 0.0952 sec. Δmax = 1.65 in. T = 0.092 sec. Δmax = 2.18 in. Structural modelHVAC system: HVAC system 3rd floor 2nd floor 1st floor Basement/Mechanical Air Intake Air Exhuast Vertical Shafts AECHVAC diagram: HVAC diagram AECConstruction site layout: Sub Trailers Site Office 88t Hydraulic Mobile Crane Site Parking Material Laydown Site Entrance Construction site layout AEC Construction sequence: AEC Construction sequenceConstruction budget: Construction budget AECConstruction budget: Construction budget Foundations $245K Substructures $63K Superstructures $690K Exterior Closure $467K Roofing $48K Interior Construction $554K Conveying Systems $52K Mechanical $749K Electrical $330K Special Construction $99K Total $3,297K AECAtrium-Architecture Basis: Atrium-Architecture Basis Atrium-Truss System: Atrium-Truss System Atrium-Truss Selection: Atrium-Truss Selection Problems deflection complex connections Three-Hinged Arch Truss Atrium-Truss Constraints: Atrium-Truss Constraints Repeated glass panel size, 4‘x5‘Atrium-Truss Details: Atrium-Truss Details Purlin detail Bolt connection Anchor connection to slab Column connection, no slabAtrium-Member Sizes: Atrium-Member Sizes Columns W 10x100 Truss members 2L 4x4x1/4 Bolts A325N ¾“ diameter Purlins 2L 3x5x1/2Learning Experience-What did we learn here: Computer Necessity New hardware & software Meltdown flexibility Communication Be Clear & Listen Asynchronous vs. Synchronous Create clear sketches Collaboration 1 Goal Act as one Team Learning Experience-What did we learn here AEC AECThanks: Thanks AEC AEC Thanks to mentors: Robert Alvarado Helmut Krawinkler Greg Luth Eric Horn Alfred Koelliker Chuck Madewell Bob Tatum James Bartone Boyd Paulson Scott Dennis ...and Questions?