Appendix A. Steel Deck Details & Calculations

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1 Appendix A Steel Deck Details & Calculations

2 Composite Steel Deck Load Calculations: DL = 45 psf LL = 100 psf TL = 1.(45)+1.6(100) = 14 psf Total slab depth = = 5.5 Slab Reinforcing: 4 Slab w/ 6x6 W1.4xW1.4 WWF Deck Span = 7-0 Deck Selected from Wheeling Deck Catalog: 1.5SB Normal Wt., 0 gage, Triple Span W ALLOWABLE = 400 psf > W ACTUAL = 14 psf; Acceptable

4 Appendix b RAM Output Designs & Values

5 RAM Takeoffs of Beams & Columns: East Wing Beam Takeoff: East Wing Column Takeoff:

6 Link Beam Takeoff: Link Column Takeoff:

7 West Wing Beam Takeoff: West Wing Beam Takeoff:

11 Appendix C Calculations of Lateral Loads

12 Wind Analysis Simplified Method - ASCE 7-0 Sec. 6.4 mean building height (must be < 60'): Basic Wind Speed: Building Category: Importance Factor: Exposure Category: Ht.& Exposure Adjustment Coeff.: Wind Load Factors h (ft.) = V (mph) = 90 Category III I = 1.15 Category B λ = From General Notes on Plans Table 1-1 Table 6-1 Sec Fig. 6-; by interpolation p s30 Zone A 1.8 p s = λ*i*p s30 B -6.7 Horizontal C 8.5 Pressures I = 1.15 D -4.0 p s30 = (-6.7) E λ: see below F -8.8 Vertical G Pressure H -6.8 height λ I p total = λ*i*p s30 (psf) Shears on West Wing & East Wing due to Wind Loads kips (n-s) kips (e-w) Level plf West East West East Roof th rd nd st Basement Base Shear Shears on Link due to Wind Loads kips (n-s) kips (e-w) Level plf Link Link Roof rd nd st Basement Base Shear

13 Building Information for Seismic Analysis: Seismic Information East & West Wings Link Building Location # of stories inner story ht. Bldg. height Seismic Use Group Importance Factor Site Classification 0.s Acceleration 1.0s Acceleration Haverford, PA Haverford, PA II II B B Site Class Factor: Fa Fv Adjusted Accelerations S ms S m Spectral Response Accelerations S DS S D Seismic Design Category B B

14 East Wing Vertical Distribution of Seismic Forces k N-S = 1+ (T N-S - 0.5)/(.5-0.5) = Level, x w x h x k w x h x C vx F x V x M x (kips) (ft) (kips) (kips) (ft-kips) Roof , , , , , , , Σ = Σ = Σ = Σ = Σ = Vertical Distribution of Seismic Forces k E-W = 1+ (T E -W 0.5)/(.5-0.5) = Seismic Analysis Link Level, x w x h x k w x h x C vx F x V x M x (kips) (ft) (kips) (kips) (ft-kips) Roof , , , , , Σ = Σ = Σ = Σ = Σ = West Wing Vertical Distribution of Seismic Forces k N-S = 1+ (T N-S - 0.5)/(.5-0.5) = Level, x w x h x k w x h x C vx F x V x M x (kips) (ft) (kips) (kips) (ft-kips) Roof , , , , , , , Σ = Σ = Σ = Σ = Σ =

15 Lateral Forces on Steel Braced Frames Due to Torsion East Wing L W 76.5 centroid,y centroid,x 38.5 y cr 73.5 x cr 38.5 e acc,y e acc,x 3.85 e total,y e total,x 3.85 E-W frames Frame 1 Frame Frame 3, 4, 5, 6 Story Force M k d i d i F torsion k d i d i F torsion k d i d i F torsion Σk i *d i N-S frames Frame 1 Frame Frame 3, 4, 5, 6 Story Force M k d i d i F torsion k d i d i F torsion k d i d i F torsion Σk i *d i

16 Lateral Forces on Steel Braced Frames Due to Torsion Link L 104 W 6 centroid,x 5 centroid,y 13 y cr 13 x cr e acc,x 5. e acc,y 1.3 e total,x e total,y 1.3 E-W frames Frame 7 Frame 8 Frame 9 Story Force M k d i d i F torsion k d i d i F torsion k d i d i F torsion Σk i *d i N-S frames Frame 7 Frame 8 Frame 9 Story Force M k d i d i F torsion k d i d i F torsion k d i d i F torsion Σk i *d i

17 Lateral Forces on Steel Braced Frames Due to Torsion West Wing L 111 W 76 centroid,y 55.5 centroid,x 38 y cr x cr 39.9 e acc,y 5.55 e acc,x 3.8 e total,y 13. e total,x 5.7 E-W frames Frame 10 Frame 11 Frame 1, 13, 14, 15 Story Force M k d i d i F torsion k d i d i F torsion k d i d i F torsion Σk i *d i N-S frames Frame 10 Frame 11 Frame 1, 13, 14, 15 Story Force M k d i d i F torsion k d i d i F torsion k d i d i F torsion Σk i *d i

18 Appendix D STAAD Deflections & Diagrams of Proposed Steel Braced Frames

19 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date01-Mar-06 Chd File new East Wing K brace.st Date/Time 0-Apr :31 1 W1X44 W1X44 W1X40 W1X40 W1X40 W1X40 W1X44 W1X44 W1X40 W1X40 W1X40 W1X40 W1X44 W1X44 W1X40 W1X40 W1X40 W1X40 W1X44 W1X44 W1X40 W1X40 Y X Z W1X40 W1X40 Load 6 : Displacement Whole Structure Displacements 0.5in:1ft 6 COMBINATION LOAD CASE 6 Print Time/Date: 03/04/006 11:1 STAAD.Pro for Windows Release 004 Print Run 1 of

20 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date01-Mar-06 Chd File new East Wing K brace.st Date/Time 0-Apr :31 Node Displacement Summary Node L/C X Y Z Resultant rx (rad) ry (rad) rz (rad) Max X 4 4:COMBINATIO Min X 10 6:COMBINATIO Max Y 10 3:EQ Min Y 14 4:COMBINATIO Max Z 1 1:DEAD Min Z 1 1:DEAD Max rx 1 1:DEAD Min rx 1 1:DEAD Max ry 1 1:DEAD Min ry 1 1:DEAD Max rz 10 6:COMBINATIO Min rz 3 4:COMBINATIO Max Rst 9 6:COMBINATIO Print Time/Date: 03/04/006 11:1 STAAD.Pro for Windows Release 004 Print Run of

21 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date13-Mar-06 Chd File new East Wing NS x brac Date/Time 0-Apr :33 1 W1X14 W1X40 W10X49 W1X40 W1X14 W1X40 W10X49 W1X40 W1X14 W1X40 W10X49 W1X40 W1X14 Y X Z W1X40 W10X49 W1X40 Load 6 : Displacement Whole Structure Displacements 0.5in:1ft 6 1.D+EQ+L Print Time/Date: 03/04/006 11:15 STAAD.Pro for Windows Release 004 Print Run 1 of

22 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date13-Mar-06 Chd File new East Wing NS x brac Date/Time 0-Apr :33 Node Displacement Summary Node L/C X Y Z Resultant rx (rad) ry (rad) rz (rad) Max X 9 3:EQ Min X 4:1.D+1.6L Max Y 9 3:EQ Min Y 10 6:1.D+EQ+L Max Z 1 1:DEAD Min Z 1 1:DEAD Max rx 1 1:DEAD Min rx 1 1:DEAD Max ry 1 1:DEAD Min ry 1 1:DEAD Max rz 1 4:1.D+1.6L Min rz 9 6:1.D+EQ+L Max Rst 9 3:EQ Print Time/Date: 03/04/006 11:15 STAAD.Pro for Windows Release 004 Print Run of

23 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date14-Mar-06 Chd File new West Wing K brace.s Date/Time 0-Apr :36 1 W1X14 W1X14 W10X39 W1X40 W1X40 W10X39 W1X14 W1X14 W10X39 W1X40 W1X40 W10X39 W1X14 W1X14 W10X39 W1X40 W1X40 W10X39 W1X14 W1X14 W10X39 W1X40 Y X Z W1X40 W10X39 Load 6 : Displacement Whole Structure Displacements 0.5in:1ft 6 1.D+L+E Print Time/Date: 03/04/006 11:18 STAAD.Pro for Windows Release 004 Print Run 1 of

24 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date14-Mar-06 Chd File new West Wing K brace.s Date/Time 0-Apr :36 Node Displacement Summary Node L/C X Y Z Resultant rx (rad) ry (rad) rz (rad) Max X 9 3:EQ Min X 5 4:1.D+1.6L Max Y 9 3:EQ Min Y 10 6:1.D+L+E Max Z 1 1:DEAD Min Z 1 1:DEAD Max rx 1 1:DEAD Min rx 1 1:DEAD Max ry 1 1:DEAD Min ry 1 1:DEAD Max rz 10 4:1.D+1.6L Min rz 9 6:1.D+L+E Max Rst 9 3:EQ Print Time/Date: 03/04/006 11:18 STAAD.Pro for Windows Release 004 Print Run of

25 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date15-Mar-06 Chd File new West Wing NS x brac Date/Time 0-Apr :38 1 W16X6 W1X40 W10X39 W1X40 W16X6 W1X40 W10X39 W1X40 W1X16 W1X40 W10X39 W1X40 W1X16 Y X Z W1X40 W10X39 W1X40 Load 3 : Displacement Whole Structure Displacements 0.5in:1ft 3 EQ Print Time/Date: 03/04/006 11:0 STAAD.Pro for Windows Release 004 Print Run 1 of

26 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date15-Mar-06 Chd File new West Wing NS x brac Date/Time 0-Apr :38 Node Displacement Summary Node L/C X Y Z Resultant rx (rad) ry (rad) rz (rad) Max X 9 3:EQ Min X 4:1.D+1.6L Max Y 9 3:EQ Min Y 10 6:1.D+1.0L Max Z 1 1:DEAD Min Z 1 1:DEAD Max rx 1 1:DEAD Min rx 1 1:DEAD Max ry 1 1:DEAD Min ry 1 1:DEAD Max rz 1 4:1.D+1.6L Min rz 9 6:1.D+1.0L Max Rst 10 6:1.D+1.0L Print Time/Date: 03/04/006 11:0 STAAD.Pro for Windows Release 004 Print Run of

27 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date01-Apr-06 Chd File Link E-W k brace.std Date/Time 0-Apr :35 1 W8X10 W8X10 W1X40 W8X10 W8X10 W1X40 W8X10 W8X10 W1X40 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W1X40 W1X40 W1X40 W1X40 Y X Z W8X10 W1X40 Load 6 : Displacement Whole Structure Displacements 0.5in:1ft 6 1.D+E+L Print Time/Date: 03/04/006 11:16 STAAD.Pro for Windows Release 004 Print Run 1 of

28 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date01-Apr-06 Chd File Link E-W k brace.std Date/Time 0-Apr :35 Node Displacement Summary Node L/C X Y Z Resultant rx (rad) ry (rad) rz (rad) Max X 9 3:EQ Min X 5 4:1.D+1.6L Max Y 9 3:EQ Min Y 10 6:1.D+E+L Max Z 1 1:DEAD Min Z 1 1:DEAD Max rx 1 1:DEAD Min rx 1 1:DEAD Max ry 1 1:DEAD Min ry 1 1:DEAD Max rz 1 4:1.D+1.6L Min rz 5 7:0.9D+E Max Rst 9 3:EQ Print Time/Date: 03/04/006 11:16 STAAD.Pro for Windows Release 004 Print Run of

29 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date14-Mar-06 Chd File Link NS k brace.std Date/Time 0-Apr :9 1 Y X Z W14X W10X45 W1X40 W1X16 W10X45 W1X40 W1X16 W10X45 W1X40 W1X16 W10X45 W1X40 W14X W1X40 W10X45 W1X16 W1X40 W10X45 W1X16 W1X40 W10X45 W1X16 W1X40 W10X45 Load 6 : Displacement Whole Structure Displacements 0.5in:1ft 6 1.D+1.0L+1.0E Print Time/Date: 03/04/006 11:17 STAAD.Pro for Windows Release 004 Print Run 1 of

30 Job Title Client Chris Shelow Software licensed to PENN STATE UNIVERSITY Job No Sheet No Rev Part Ref By Date14-Mar-06 Chd File Link NS k brace.std Date/Time 0-Apr :9 Node Displacement Summary Node L/C X Y Z Resultant rx (rad) ry (rad) rz (rad) Max X 9 3:EQ Min X 7 4:1.D+1.6L Max Y 9 3:EQ Min Y 10 6:1.D+1.0L Max Z 1 1:DEAD Min Z 1 1:DEAD Max rx 1 1:DEAD Min rx 1 1:DEAD Max ry 1 1:DEAD Min ry 1 1:DEAD Max rz 10 4:1.D+1.6L Min rz 5 3:EQ Max Rst 10 6:1.D+1.0L Print Time/Date: 03/04/006 11:17 STAAD.Pro for Windows Release 004 Print Run of

31 Appendix E Calculations of Typical Steel Connections

32 Typical Steel Connection Calculations: Beam-To-Girder Bolted-Bolted Connection: Beam used: W10x1 V u = 0.73 kips Girder used: W1x44 M U = 0.73* = k use A35N bolts w/ ¾ diameter: ΦR n = 15.9 kips C min = V u / ΦR n = bolts; therefore use bolts Try an L3.5 x3.5 x0.5 with a length of 6 Limit State Checks: Angle Shear Yield: ΦR n = 0.9(0.6F y A g ) = 0.9*0.6*36*6*0.5 = 58.3 kips > 0.73 kips; ok Angle Shear Rupture: ΦR n = 0.75(0.6F u A n ) = kips > 0.73 Kips; ok Angle Block Shear: Tension Rupture = 46. K Shear Yield = 7.9 k Shear Rupture = 83. k Tension Yield = 40.5 k ΦR n = 0.5( ) = K > 0.73 K; ok Angle Flexural Yield: ΦM n = 0.9(F y S x ) = 97. k > k; ok Angle Flexural Rupture: S net =.34 ΦM n = ΦF u *S net = k > k; ok Beam Web Block Shear: Tension Rupture = 51.8 K Shear Yield = 101 k Shear Rupture = 93. k Tension Yield = 56.3 k ΦR n = 0.19( ) = 7.55 k >0.73 k; ok Coped Beam Flexure: ΦF bc = < 0.9*50 = 45; therefore use 45 ΦM n = ΦF bc *S net = k > k; ok

33 Bearing/T.O. & Bolt Shear: Angle Bearing =.4F u *t = 5. k T.O. EDGE = 1.F u *t*l e = 9.4 k T.O. OTHER = 76.1 k Beam Bearing =.3 k T.O. EDGE = 1.5 k ΦR n = 0.75(1.5)+15.9 = 5.3 k > 0.73 k; ok Girder-To-Column Bolted-Bolted Connection: girder used: W1x44 V u = kips Column used: W10x33 M U =68.56*1.5 =10.86 k use A35N bolts w/ ¾ diameter: ΦR n = 15.9 kips C min = V u / ΦR n = 4.3 bolts; therefore use 6 bolts Try an L3 x3 x0.5 with a length of 18 Limit State Checks: Angle Shear Yield: ΦR n = 0.9(0.6F y A g ) = 0.9*0.6*36*18*0.5 = kips > kips; ok Angle Shear Rupture: ΦR n = 0.75(0.6F u A n ) = kips > Kips; ok Angle Block Shear: Tension Rupture = 46. K Shear Yield = 67 k Shear Rupture = 305 k Tension Yield = 40.5 k ΦR n = 0.5( ) = 17.8 K > K; ok Angle Flexural Yield: ΦM n = 0.9(F y S x ) = k > k; Angle Flexural Rupture: S net = 19.3 ΦM n = ΦF u *S net = k > k; ok ok

34 Bearing/T.O. & Bolt Shear: Angle Bearing =.4F u *t = 5. k T.O. EDGE = 1.F u *t*l e = 9.4 k T.O. OTHER = 76.1 k Beam Bearing = k T.O. EDGE = 3.03 k T.O. OTHER = 53.7 k ΦR n = 15.9*6 = 95.4 k > k; ok

35 Appendix F C.M. Cost Comparisons & Construction Schedules

36 Cost Breakdown for Existing Precast Concrete System COLUMNS Size Length (total) Cost / ft ft. Mat. Labor Equip. Total Total Cost 18X6 16X16 0X TOTAL = BEAMS Size Number Cost Info. # Mat. Labor Equip. Total Total Cost 4x x x TOTAL = PRECAST PLANK Area (total) Cost Info. Size sq. ft. Mat. Labor Equip. Total Total Cost 10" hollow TOTAL = CONCRETE TOPPING Area (total) Cost / sq. ft. Size sq. ft. Mat. Labor Equip. Total Total Cost " topping TOTAL =

37 CMU BEARING WALLS Size Area (total) Cost / sq. ft. sq. ft. Mat. Labor Equip. Total Total Cost 8" " " " TOTAL = PC SHEAR WALLS Area (total) Cost / sq. ft. Size sq. ft. Mat. Labor Equip. Total Total Cost 8" thick TOTAL = Building Cost Summary for Existing Precast System Building Cost Breakdown Structure component System Cost P.C. Columns P.C. Beams Precast Planks Concrete Topping CMU Bearing Walls P.C. Shear Walls Total Cost:

38 Cost Breakdown for Proposed Structural Steel System BEAMS Size Length (total) Cost Info. ft. Mat. Labor Equip. Total Total Cost W8X W10X W1X W1X W1X W14X W16X W16X W18X W18X W1X W1X W4X W4X W4X TOTAL = COLUMNS Size Length (total) Cost Info. ft. Mat. Labor Equip. Total Total Cost W10X W10X W10X W10X W1X W1X TOTAL =

39 LATERAL BRACES Size Length (total) Cost Info. ft. Mat. Labor Equip. Total Total Cost W10X W10X W10X W1X TOTAL = METAL DECK Area (total) Cost / sq. ft. Size sq. ft. Mat. Labor Equip. Total Total Cost gage TOTAL = WWF SLAB REINFORCING Size Area (total) Cost / 100 sq. ft sq. ft. Mat. Labor Equip. Total WWF 6X6 W1.4XW Total Cost TOTAL = COMPOSITE CONCRETE SLAB Area (total) Cost / 100 sq. ft Size sq. ft. Mat. Labor Equip. Total Total Cost 4"+1.5" deck TOTAL =

40 SHEAR STUDS Number Cost / 100 sq. ft Size # Mat. Labor Equip. Total Total Cost 3/4" DIA., 4" LONG TOTAL = FIREPROOFING Component Area (total) Cost / 100 sq. ft sq. ft. Mat. Labor Equip. Total Total Cost DECK BEAMS COLUMNS TOTAL = CONNECTIONS Size Area (total) Cost / 100 sq. ft sq. ft. Mat. Labor Equip. Total Total Cost L3.5X3.5X L3X3X TOTAL = Building Cost Summary for Existing Precast System Building Cost Breakdown Structure component System Cost Structural Beams Structural Columns Lateral Braces Metal Deck WWF Slab Reinforcing Concrete Slab Fireproofing Connections Shear Studs Total Cost:

41 Building Cost Comparison of Both Structural System Building Cost Breakdown Building System System Cost Cost/sq. ft. Steel System Precast System Total Savings: % Savings: 14

42 ID Task Name Duration Start Finish Predecessors 1 Precast Package 99 days Wed 3//06 Mon 8/7/06 East Wing 41 days Wed 3//06 Wed 5/17/06 3 Precast Members 3 days Wed 3//06 Thu 5/4/06 4 Precast Columns 13 days Fri 3/4/06 Tue 4/11/ Precast Beams (1st Floor) days Wed 3//06 Thu 3/3/06 6 Precast Beams (nd Floor) days Thu 4/13/06 Fri 4/14/06 5,4,10,15 7 Precast Beams (3rd Floor) days Mon 4/4/06 Tue 4/5/06 6,11,16 8 Precast Beams (4th Floor) days Wed 5/3/06 Thu 5/4/06 7,1,17 9 Precast Plank 34 days Fri 3/4/06 Wed 5/10/06 10 Precast Plank (1st Floor) 4 days Fri 3/4/06 Wed 3/9/ Precast Plank (nd Floor) 4 days Mon 4/17/06 Thu 4/0/06 10,6 1 Precast Plank (3rd Floor) 4 days Wed 4/6/06 Mon 5/1/06 11,7 13 Precast Plank (4th Floor) 4 days Fri 5/5/06 Wed 5/10/06 8,1 14 Shear Walls days Wed 4/1/06 Thu 5/11/06 15 Shear Walls (1st Floor) 1 day Wed 4/1/06 Wed 4/1/06 4,5,10 16 Shear Walls (nd Floor) 1 day Fri 4/1/06 Fri 4/1/06 4,6,11,15 17 Shear Walls (3rd Floor) 1 day Tue 5//06 Tue 5//06 4,16,7,1 18 Shear Walls (4th Floor) 1 day Thu 5/11/06 Thu 5/11/06 17,8,13,4 19 Concrete Topping 5 days Thu 4/13/06 Wed 5/17/06 0 Concrete Topping (1st Floor) 5 days Thu 4/13/06 Wed 4/19/06 5,10,15 1 Concrete Topping (nd Floor) 5 days Mon 4/4/06 Fri 4/8/06 6,11,0,16 Concrete Topping (3rd Floor) 5 days Wed 5/3/06 Tue 5/9/06 7,1,1,17 3 Concrete Topping (4th Floor) 5 days Thu 5/11/06 Wed 5/17/06 8,13, 4 The Link 8 days Thu 5/18/06 Mon 6/6/06 5 Precast Plank 19 days Thu 5/18/06 Tue 6/13/06 6 Precast Plank (1st Floor) 1 day Thu 5/18/06 Thu 5/18/06 7 Precast Plank (nd Floor) 1 day Wed 5/31/06 Wed 5/31/06 6,30 8 Precast Plank (3rd Floor) 1 day Tue 6/13/06 Tue 6/13/06 7,31 9 CMU Bearing Walls 6 days Fri 5/19/06 Fri 6/3/06 30 CMU Walls (1st Floor) 8 days Fri 5/19/06 Tue 5/30/ CMU Walls (nd Floor) 8 days Thu 6/1/06 Mon 6/1/06 7,30 3 CMU Walls (3rd Floor) 8 days Wed 6/14/06 Fri 6/3/06 8,31 33 Shear Walls 19 days Fri 5/19/06 Wed 6/14/06 34 Shear Walls (1st Floor) 1 day Fri 5/19/06 Fri 5/19/ Shear Walls (nd Floor) 1 day Thu 6/1/06 Thu 6/1/06 7,34 36 Shear Walls (3rd Floor) 1 day Wed 6/14/06 Wed 6/14/06 8,35 37 Concrete Topping 19 days Wed 5/31/06 Mon 6/6/06 38 Concrete Topping (1st Floor) 1 day Wed 5/31/06 Wed 5/31/06 6,30,34 39 Concrete Topping (nd Floor) 1 day Tue 6/13/06 Tue 6/13/06 7,31,35,38 40 Concrete Topping (3rd Floor) 1 day Mon 6/6/06 Mon 6/6/06 8,3,36,39 41 West Wing 30 days Tue 6/7/06 Mon 8/7/ Precast Members 3 days Tue 6/7/06 Thu 7/7/06 43 Precast Columns 10 days Wed 6/8/06 Tue 7/11/ Precast Beams (1st Floor) 1 day Tue 6/7/06 Tue 6/7/06 45 Precast Beams (nd Floor) 1 day Thu 7/13/06 Thu 7/13/06 43,44,49,54 46 Precast Beams (3rd Floor) 1 day Thu 7/0/06 Thu 7/0/06 43,45,50,55 47 Precast Beams (4th Floor) 1 day Thu 7/7/06 Thu 7/7/06 43,46,51,56 48 Precast Plank 5 days Wed 6/8/06 Tue 8/1/06 49 Precast Plank (1st Floor) 3 days Wed 6/8/06 Fri 6/30/ Precast Plank (nd Floor) 3 days Fri 7/14/06 Tue 7/18/06 45,54,49 51 Precast Plank (3rd Floor) 3 days Fri 7/1/06 Tue 7/5/06 46,50,55 5 Precast Plank (4th Floor) 3 days Fri 7/8/06 Tue 8/1/06 47,51,56 53 Shear Walls 16 days Wed 7/1/06 Wed 8//06 54 Shear Walls (1st Floor) 1 day Wed 7/1/06 Wed 7/1/06 44,49,43 55 Shear Walls (nd Floor) 1 day Wed 7/19/06 Wed 7/19/06 50,54 56 Shear Walls (3rd Floor) 1 day Wed 7/6/06 Wed 7/6/06 51,55 57 Shear Walls (4th Floor) 1 day Wed 8//06 Wed 8//06 5,56 58 Concrete Topping 18 days Thu 7/13/06 Mon 8/7/06 59 Concrete Topping (1st Floor) 3 days Thu 7/13/06 Mon 7/17/06 43,54,49 60 Concrete Topping (nd Floor) 3 days Thu 7/0/06 Mon 7/4/06 50,55 61 Concrete Topping (3rd Floor) 3 days Thu 7/7/06 Mon 7/31/06 51,56 6 Concrete Topping (4th Floor) 3 days Thu 8/3/06 Mon 8/7/06 5,57 April May June July August September 3/1 3/19 3/6 4/ 4/9 4/16 4/3 4/30 5/7 5/14 5/1 5/8 6/4 6/11 6/18 6/5 7/ 7/9 7/16 7/3 7/30 8/6 8/13 8/0 8/7 9/3 Precast Package Precast Beams (1st Floor) Precast Plank (1st Floor) Chris Shelow Koshland Integrated Natural Science Center Precast Package Precast Columns Precast Beams (nd Floor) Shear Walls (1st Floor) Precast Members Precast Beams (3rd Floor) Precast Plank (nd Floor) Shear Walls (nd Floor) Concrete Topping (1st Floor) Precast Beams (4th Floor) Precast Plank Precast Plank (3rd Floor) East Wing Precast Plank (4th Floor) Shear Walls Shear Walls (3rd Floor) Concrete Topping (nd Floor) Shear Walls (4th Floor) Concrete Topping Concrete Topping (3rd Floor) Concrete Topping (4th Floor) Precast Plank (1st Floor) Shear Walls (1st Floor) Precast Plank (nd Floor) CMU Walls (1st Floor) Shear Walls (nd Floor) Concrete Topping (1st Floor) Precast Plank Precast Plank (3rd Floor) CMU Walls (nd Floor) Shear Walls Shear Walls (3rd Floor) The Link CMU Bearing Walls CMU Walls (3rd Floor) Concrete Topping (nd Floor) Concrete Topping Concrete Topping (3rd Floor) Precast Beams (1st Floor) Precast Plank (1st Floor) Precast Columns Precast Beams (nd Floor) Precast Members Precast Beams (3rd Floor) Precast Plank (nd Floor) Shear Walls (1st Floor) West Wing Precast Beams (4th Floor) Precast Plank Precast Plank (3rd Floor) Shear Walls (nd Floor) Precast Plank (4th Floor) Shear Walls Shear Walls (3rd Floor) Concrete Topping (1st Floor) Shear Walls (4th Floor) Concrete Topping (nd Floor) Concrete Topping Concrete Topping (3rd Floor) Concrete Topping (4th Floor) Project: Shelow Precast Date: Wed 3/9/06 Task Split Progress Milestone Summary Project Summary External Tasks External Milestone Deadline Page 1

43 ID Task Name Duration Start Finish Predecessors 1 Steel Package 133 days Wed 3//06 Fri 9//06 East Wing 59 days Wed 3//06 Mon 6/1/06 3 Structural Steel 46 days Wed 3//06 Wed 5/4/06 4 Columns (1st - nd) days Tue 3/8/06 Wed 3/9/ Columns (3rd - 4th) days Tue 4/11/06 Wed 4/1/06 4,6,7,8 6 First Floor Steel 4 days Wed 3//06 Mon 3/7/06 7 Second Floor Steel 4 days Thu 3/30/06 Tue 4/4/06 4,6 8 Third Floor Steel 4 days Wed 4/5/06 Mon 4/10/06 7,4 9 Fourth Floor Steel 4 days Thu 4/13/06 Tue 4/18/06 8,5 10 First Floor Metal Deck 9 days Wed 4/5/06 Mon 4/17/06 4,6,7 11 Second Floor Metal Deck 9 days Tue 4/18/06 Fri 4/8/06 4,5,7,8,10 1 Third Floor Metal Deck 9 days Mon 5/1/06 Thu 5/11/06 5,8,9,11 13 Fourth Floor Metal Deck 9 days Fri 5/1/06 Wed 5/4/06 9,1, Cast-in-place Concrete 3 days Tue 4/18/06 Wed 5/31/06 16 First Floor Slab on Deck 5 days Tue 4/18/06 Mon 4/4/ Second Floor Slab on Deck 5 days Mon 5/1/06 Fri 5/5/06 11,16 18 Third Floor Slab on Deck 5 days Fri 5/1/06 Thu 5/18/06 1,17 19 Fourth Floor Slab on Deck 5 days Thu 5/5/06 Wed 5/31/06 13, Fireproofing 35 days Tue 4/5/06 Mon 6/1/06 First Floor Fireproofing 8 days Tue 4/5/06 Thu 5/4/06 10,16 3 Second Floor Fireproofing 8 days Mon 5/8/06 Wed 5/17/06 11,17, 4 Third Floor Fireproofing 8 days Fri 5/19/06 Tue 5/30/06 1,18,3 5 Fourth Floor Fireproofing 8 days Thu 6/1/06 Mon 6/1/06 13,19,4 6 7 The Link 17 days Tue 6/13/06 Wed 7/5/06 8 Structural Steel 13 days Tue 6/13/06 Thu 6/9/06 9 Columns (1st - nd) 1 day Wed 6/14/06 Wed 6/14/ Columns (3rd - 4th) 1 day Wed 6/1/06 Wed 6/1/06 9,31,3,33 31 First Floor Steel 1 day Tue 6/13/06 Tue 6/13/06 3 Second Floor Steel days Thu 6/15/06 Fri 6/16/06 9,31 33 Third Floor Steel days Mon 6/19/06 Tue 6/0/06 9,3 34 Roof Steel days Thu 6//06 Fri 6/3/06 30,33 35 First Floor Metal Deck days Mon 6/19/06 Tue 6/0/06 9,31,3 36 Second Floor Metal Deck days Thu 6//06 Fri 6/3/06 9,30,3,33,35 37 Third Floor Metal Deck days Mon 6/6/06 Tue 6/7/06 30,33,34,36 38 Roof Metal Deck days Wed 6/8/06 Thu 6/9/06 30,34, Cast-in-place Concrete 9 days Wed 6/1/06 Mon 7/3/06 41 First Floor Slab on Deck days Wed 6/1/06 Thu 6// Second Floor Slab on Deck days Mon 6/6/06 Tue 6/7/06 41,36 43 Third Floor Slab on Deck days Wed 6/8/06 Thu 6/9/06 37,4 44 Roof Slab on Deck days Fri 6/30/06 Mon 7/3/06 38, Fireproofing 9 days Fri 6/3/06 Wed 7/5/06 47 First Floor Fireproofing days Fri 6/3/06 Mon 6/6/06 35,41 48 Second Floor Fireproofing days Wed 6/8/06 Thu 6/9/06 36,4,47 49 Third Floor Fireproofing days Fri 6/30/06 Mon 7/3/06 37,43,48 50 Fourth Floor Fireproofing days Tue 7/4/06 Wed 7/5/06 38,44, West Wing 57 days Thu 7/6/06 Fri 9// Structural Steel 46 days Thu 7/6/06 Thu 9/7/06 60 Columns (1st - nd) days Wed 7/1/06 Thu 7/13/ Columns (3rd - 4th) days Wed 7/6/06 Thu 7/7/06 60,6,63,64 6 First Floor Steel 4 days Thu 7/6/06 Tue 7/11/06 63 Second Floor Steel 4 days Fri 7/14/06 Wed 7/19/06 60,6 64 Third Floor Steel 4 days Thu 7/0/06 Tue 7/5/06 60,63 65 Fourth Floor Steel 4 days Fri 7/8/06 Wed 8//06 61,64 66 First Floor Metal Deck 9 days Thu 7/0/06 Tue 8/1/06 60,6,63 67 Second Floor Metal Deck 9 days Wed 8//06 Mon 8/14/06 60,61,63,64,66 68 Third Floor Metal Deck 9 days Tue 8/15/06 Fri 8/5/06 61,64,65,67 69 Fourth Floor Metal Deck 9 days Mon 8/8/06 Thu 9/7/06 61,65, Cast-in-place Concrete 3 days Wed 8//06 Thu 9/14/06 7 First Floor Slab on Deck 5 days Wed 8//06 Tue 8/8/ Second Floor Slab on Deck 5 days Tue 8/15/06 Mon 8/1/06 67,7 74 Third Floor Slab on Deck 5 days Mon 8/8/06 Fri 9/1/06 68,73 75 Fourth Floor Slab on Deck 5 days Fri 9/8/06 Thu 9/14/06 69, Fireproofing 33 days Wed 8/9/06 Fri 9//06 78 First Floor Fireproofing 6 days Wed 8/9/06 Wed 8/16/06 66,7 79 Second Floor Fireproofing 6 days Tue 8//06 Tue 8/9/06 67,73,78 80 Third Floor Fireproofing 6 days Mon 9/4/06 Mon 9/11/06 68,74,79 81 Fourth Floor Fireproofing 6 days Fri 9/15/06 Fri 9//06 69,75,80 April May June July August September October 3/1 3/19 3/6 4/ 4/9 4/16 4/3 4/30 5/7 5/14 5/1 5/8 6/4 6/11 6/18 6/5 7/ 7/9 7/16 7/3 7/30 8/6 8/13 8/0 8/7 9/3 9/10 9/17 9/4 10/1 10/8 10/15 10/ Steel Package Columns (1st - nd) First Floor Steel Second Floor Steel Columns (3rd - 4th) Third Floor Steel Fourth Floor Steel First Floor Metal Deck Second Floor Metal Deck First Floor Slab on Deck Chris Shelow Koshland Integrated Natural Science Center Steel Package Schedule Third Floor Metal Deck Second Floor Slab on Deck First Floor Fireproofing Structural Steel Fourth Floor Metal Deck Third Floor Slab on Deck Second Floor Fireproofing Cast-in-place Concrete Fourth Floor Slab on Deck Third Floor Fireproofing East Wing Fireproofing Fourth Floor Fireproofing Columns (1st - nd) First Floor Steel Columns (3rd - 4th) Second Floor Steel Third Floor Steel Roof Steel First Floor Metal Deck The Link Structural Steel Second Floor Metal Deck Third Floor Metal Deck Roof Metal Deck First Floor Slab on Deck Cast-in-place Concrete Second Floor Slab on Deck Third Floor Slab on Deck Roof Slab on Deck Fireproofing First Floor Fireproofing Second Floor Fireproofing Third Floor Fireproofing Fourth Floor Fireproofing Columns (1st - nd) First Floor Steel Second Floor Steel Columns (3rd - 4th) Third Floor Steel Fourth Floor Steel First Floor Metal Deck Second Floor Metal Deck First Floor Slab on Deck Third Floor Metal Deck Second Floor Slab on Deck First Floor Fireproofing Structural Steel Fourth Floor Metal Deck Third Floor Slab on Deck Second Floor Fireproofing West Wing Cast-in-place Concrete Fourth Floor Slab on Deck Third Floor Fireproofing Fireproofing Fourth Floor Fireproofing Project: Shelow Steel shortened firepro Date: Sat 4/1/06 Task Split Progress Milestone Summary Project Summary External Tasks External Milestone Deadline Page 1

44 Appendix G ASHRAE Standard 90 Relevant Tables & Values

45 ASHRAE Standard 90 (004) Relevant Tables

3.1 General Provisions

WOOD FRAME CONSTRUCTION MANUAL 107 3.1 General Provisions 3.1.1 Prescriptive Requirements The provisions of this Chapter establish a specific set of resistance requirements for buildings meeting the scope