appendix q: elumtools results - ibuild

Penn State Ice Hockey Arena Final Report

IPD/BIM Thesis 4/24/2012

Page 242 of 310 Joe Buyer Steve Conroe Logan Gray Simi Veit

APPENDIX Q: Elumtools Results

Figure 248. Club Dining Calculation Points

Figure 249. Main Concourse Corridor Calculation Points



43 of 310 Joe Buyer Steve Conroe Logan Gray Simi Veit

Figure 250. Main Lobby Calculation Points

Figure 252. Mt. Nittany Room Calculation Points

Figure 251. Main Lobby Comparison to AGi32




Figure 253. Elumtools renderings of different views of main lobby




APPENDIX R: Daysim Inputs and Results for East Façade Main Lobby

Material Rad File: void plastic l_ext_brick 0 0 5 0.4000 0.4000 0.4000 0.0000 0.0000

void plastic l_fascia 0 0 5 0.4000 0.4000 0.4000 0.0000 0.0000

void plastic l_act 0 0 5 0.9000 0.9000 0.9000 0.0000 0.0000

void plastic l_door 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void plastic l_door_frame 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void plastic l_door_glass 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void plastic l_club 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void plastic l_mtnitt 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void plastic l_floor 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void plastic l_concourse 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void plastic l_mainlobby 0 0 5 0.5000 0.5000 0.5000 0.0000 0.0000

void glass l_glass 0 0 3 0.5887 0.5887 0.5887

void plastic l_ground 0 0 5 0.1800 0.1800 0.1800 0.0000 0.0000

void plastic l_walls 0 0 5 0.6000 0.6000 0.6000 0.0000 0.0000

void plastic l_mullions 0 0 5 0.6000 0.6000 0.6000 0.0000 0.0000

void plastic l_roof 0 0 5 0.6000 0.6000 0.6000 0.0000 0.0000

void plastic l_stairs 0 0 5 0.7000 0.7000 0.7000 0.0000 0.0000

void plastic l_sign 0 0 5 0.7000 0.7000 0.7000 0.0000 0.0000

Occupancy Schedule Initialize: Mo

DateSpan: 10/1 to 2/28

Days: Mo Tu We Th Fr 7:00 18:00 .6

Days: Su Sa

0:00 24:00 .1

DateSpan: 3/1 to 9/30

Days: Mo Tu We Th Fr Sa

8:00 18:00 .6

Days: Fr Sa

19:00 23:00 .9

Days: Su

0:00 24:00 .1

Figure 254. Daylight Autonomy - 10 fc

Figure 255. Useful Daylight Illuminance 10 fc - 100 fc




Figure 265. Daylight Autonomy for 10fc

Figure 268. Daylight Condition During Calibration - 2.21 @ 9am

Figure 267. Useful Daylight Illuminance - 10fc to 100fc

Figure 256. Summer Solstice - 10 am

Figure 257. Summer Solstice - Noon

Figure 258. Summer Solstice - 2pm

Figure 259. Equinox - 10 am

Figure 260. Equinox - Noon

Figure 261. Equinox - 2 pm

Figure 262. Winter Solstice - 10 am

Figure 263. Winter Solstice - Noon

Figure 264. Winter Solstice - 2 pm




Figure 271. Daylight Sensor Location




Figure 272. Average Illuminace on Calibration Day

Figure 273. Average Illuminance on Summer Solstice

Figure 274. Average Illuminance on Equinox




Figure 275. Average Illuminance on Winter Solstice

Figure 276. Average Illuminance over the year at calibration time




APPENDIX S: Daysim Inputs and Results for Community Rink

Figure 82. Total Energy Table

Figure 277. Economic Analysis




Zone 2 Calibration

Figure 278. Daylight condition for time of calibration - 6.21 - 5pm

Figure 279. Critical Point




Figure 280. Control Algorithm for Sensor

Figure 281. Average Illuminance for Calibration Day




Figure 282. Dimming Level for Calibration Day

Figure 283. Average Illuminance Over the Year at Calibration Time

Figure 284. Zone 2 Energy Table




Zone 3 Calibration

Figure 285. Daylight condition for time of calibration – 6.21 - 2pm





Figure 287. Control Algorithm for Sensor






Figure 290. Average illuminance over the year at calibration time




Zone 4 Calibration

Figure 291. Daylight condition for time of calibration - 6.21 - 10 am





Figure 293. Control algorithm for sensor






Figure 296. Average Illuminance over the year for time of calibration

Figure 297. Zone 4 Energy Table




APPENDIX T: Panel Boards




APPENDIX U: Main Arena Supplemental Construction Information

Assumptions:

* Cost/Unit includes labor and material cost

* Cost information for supporting frame members from RS Means Building Construction Cost Data 2012

* Glulam Purlins - Shop drawing fee not included

* Long Span Roof Deck - Shop drawing fee not included

* Long Span Roof Deck - Delivery costs included in lump sum * Structural Glulam Members - Shop drawing/Engineering fee details full composite arch (steel included) and connections

* Structural Glulam Members - Delivery costs waived

* Structural Steel Members - Shop drawing fee included in cost/unit

* Structural Steel Members - Ship to glulam shop after completion of each arch; fabricate 1 arch/week

* Structural Steel Members - No escorts/permits associated with delivery assumed

Description Quantity Unit Cost/Unit Total Cost

Glulam Purlins - RigidPly Rafters

18" x 26" 18 EA 10,516.80$ 189,302.40$

12" x 20" 45 EA 4,811.37$ 216,511.65$

405,814.05$

Long Span Roof Deck - EPIC Wideck

EDP600A - 18/18 Gage - 6 in. 51456 LS - 492,292.00$

492,292.00$

Structural Glulam Members - RigidPly Rafters

8 3/4" x 84" - 60 ft 2880 LF 531.60$ 1,531,008.00$

Diffuser Cutouts - 18 in. dia 102 EA 200.00$ 20,400.00$

Shop Drawing/Engineering Fee - LS - 50,000.00$

Delivery - - - -$

**Add Alternate - one coat stain finish - LS - 8,064.00$

**Deduct Alternate - FSC Certified - LS - (306,201.60)$

1,601,408.00$

Structural Steel Members - Amthor Steel

Steel top and bottom chords 88.52 Ton 4,500.00$ 398,340.00$

Shop Drawing/Engineering Fee - - - -

Delivery 8 Load 2,000.00$ 16,000.00$

414,340.00$

2,913,854.05$

Subtotal:

TOTAL:

Subtotal:

Subtotal:

Subtotal:

Composite Glulam and Steel Arches

Figure 298: iBUILD Design Option #1 Cost Estimate




Assumptions: * Cost/Unit includes labor and material cost * Cost information for supporting frame members from RS Means Building Construction Cost Data 2012 * Glulam Purlins - Shop drawing fee not included * Long Span Roof Deck - Shop drawing fee not included * Long Span Roof Deck - Delivery costs included in lump sum * Glulam Veneer Panels - Shop drawing/engineering fee details glulam beams only * Glulam Veneer Panels - Delivery costs waived * Structural Steel Members - Shop drawing fee included in cost/unit * Structural Steel Members - Ship to glulam shop after completion of each section; fabricate 1 section/week * Structural Steel Members - No escorts/permits associated with delivery assumed


Glulam Purlins - RigidPly Rafters

18" x 26" 18 EA 10,516.80$ 189,302.40$

12" x 20" 45 EA 4,811.37$ 216,511.65$

405,814.05$

Long Span Roof Deck - EPIC Archdeck

3" Archdeck PA - 16 gage 57627 SF 8.54$ 492,292.00$

492,292.00$

Glulam Veneer Panels - RigidPly Rafters

3" x 84" - 60 ft 2880 LF 141.76$ 408,268.80$

Diffuser Cutouts - 18 in. dia 104 EA 200.00$ 20,800.00$

Shop Drawing/Engineering Fee - LS - 5,000.00$

Delivery - - - -$

**Add Alternate - one coat stain finish - LS - 8,064.00$

**Deduct Alternate - FSC Certified - LS - (306,201.60)$

434,068.80$

Structural Steel Trusses - Amthor Steel

Steel Arches 111.15 Ton 4,500.00$ 500,192.96$

Shop Drawing/Engineering Fee - - - -

Delivery 24 Load 2,000.00$ 48,000.00$

548,192.96$

1,880,367.81$

Subtotal:

TOTAL:

Subtotal:

Subtotal:

Subtotal:

Steel Arches with Glulam Panels

Figure 299: iBUILD Design Option #2 Cost Estimate




Assumptions:

* Steel tonage calculated from Autodesk Revit Structure schedule of roof structure components

* Roof deck square footage calculated in Autodesk Revit Architecture * Steel cost provided by CM firm on PSU ice arena project * Source of roof deck cost from RS Means Building Construction Cost Data 2010 and adjusted for location and inflation


Steel - Trusses, Bridging, Columns 350.75 Ton 4,800.00$ 1,683,600.00$

Roof Deck - Type N, 3" 18 gage 52230.5 SF 3.28$ 171,075.78$

1,854,675.78$

Baseline Roof Structure

TOTAL:

Ob

ject

De

scriptio

nU

nit

Qu

antity

Qu

antity

/Truss

# of

Trusse

s

Total

Co

un

t

Total

Qu

antity

We

ight

lb/LF

Total W

eigh

t (lbs)

PER

AR

CH

Total W

eigh

t (ton

s)

PER

AR

CH

End

Sectio

n

We

ight (lb

s)

End

Sectio

n

We

ight (to

ns)

Mid

dle

Sectio

n

We

ight (lb

s)

Mid

dle

Sectio

n

We

ight (to

ns)

Arch

es

Bo

ttom

Ch

ord

Truss 1

W14x90

LF170.6

18

81364.8

9015354

7.677

Top

Ch

ord

Truss 1

W12x40

LF169.4

28

162710.4

406776

3.388

Cro

ss Brace

I Truss 1

HSS8x8x5/16

LF21.1

28

16337.6

31.79670.769

0.3353845

Cro

ss Brace

II Truss 1

HSS6x6x1/2

LF20.3

28

16324.8

35.11712.733

0.3563665

Cro

ss Brace

III Truss 1

HSS6x6x3/8

LF19.6

28

16313.6

27.41537.236

0.268618

Cro

ss Brace

IV Tru

ss 1H

SS6x6x5/16LF

18.92

816

302.423.29

440.1810.2200905

Cro

ss Brace

V Tru

ss 1H

SS6x6x5/16LF

18.32

816

292.823.29

426.2070.2131035

Cro

ss Brace

VI Tru

ss 1H

SS6x6x5/16LF

18.32

816

292.823.29

426.2070.2131035

Cro

ss Brace

VII Tru

ss 1H

SS6x6x5/16LF

18.92

816

302.423.29

440.1810.2200905

Cro

ss Brace

VIII Tru

ss 1H

SS6x6x3/8LF

19.62

816

313.627.41

537.2360.268618

Cro

ss Brace

IX Tru

ss 1H

SS6x6x1/2LF

20.32

816

324.835.11

712.7330.3563665

Cro

ss Brace

X Tru

ss 1H

SS8x8x5/16LF

21.12

816

337.631.79

670.7690.3353845

Top

Cro

ss Brace

s Truss 1

HSS4x4x5/16

LF5.7

118

88501.6

14.7884.246

0.042123

27788.49813.894249

8336.54944.1682747

11115.39925.5576996

Pu

rlins

Pu

rlins co

nn

ectin

g en

d arch

es

18" x 26"LF

3518

630

Mid

dle

Pu

rlins

12" x 20"LF

2345

1035

Sup

po

rting Stru

cture

End

po

int o

f Arch

es - B

otto

mW

18x65LF

352

714

49065

Co

nn

ectio

n to

Existing Fram

ing -

Side

1W

18x76LF

16.31

88

130.476

Diago

nal B

racing - B

otto

m - Sid

e 1

W24x146

LF25.7

18

8205.6

146

Diago

nal B

racing - To

p - Sid

e 1

HSS6x6x3/8

LF31.5

28

16504

27.41

Diago

nal B

racing - C

on

cou

rse to

Clu

b - Sid

e 1

W14x82

LF17.9

18

8143.2

82D

iagon

al Bracin

g - Even

t Leve

l to

Co

nco

urse

- Side

1W

14x109LF

23.71

88

189.6109

Co

nn

ectio

n to

Existing Fram

ing -

Side

2W

18x76LF

161

88

12876

Diago

nal B

racing - B

otto

m - Sid

e 2

W24x146

LF25.5

18

8204

146

Diago

nal B

racing - To

p - Sid

e 2

HSS6x6x1/2

LF31.4

28

16502.4

35.11

Diago

nal B

racing - C

on

cou

rse to

Clu

b - Sid

e 2

W14x90

LF16.1

18

8128.8

90

Diago

nal B

racing - Eve

nt Le

vel to

Co

nco

urse

- Side

2W

14x109LF

21.21

88

169.6109

66393.3195

8852

Total:

4.426

Figure 300: Original Design Roof Structure Cost

Figure 301: Weight Analysis of the Main Arena Roof Structure




Figure 302: Weight per arch of Glulam Members in Main Arena Trusses

Figure 303: Weight of Main Arena Truss Sections

Figure 304: Crane Analysis – Crane Ratings

Truss Type Width (in) Depth (in) Density (lb/cu ft) Length (ft) No. per Arch Total Weight (lbs) Total Weight (tons)

Steel with Glulam Panel 3 72 39 172.4 2 20170.8 10.0854

Composite Glulam and Steel 8.75 72 39 172.4 2 58831.5 29.41575

Wood Properties

Truss Type Section

Wood Weight

(lbs)

Wood Weight

(tons)

Steel Weight

(lbs)

Steel Weight

(tons)

Total Weight

(lbs)

Total Weight

(tons)

Steel with Glulam Panels Ends 6051.24 3.03 8336.55 4.17 14387.79 7.19

Steel with Glulam Panels Middle 8068.32 4.03 11115.40 5.56 19183.72 9.59

Composite Glulam and Steel Ends 17649.45 8.82 6639.00 3.32 24288.45 12.14

Composite Glulam and Steel Middle 23532.60 11.77 8852.00 4.43 32384.60 16.19

Crane Type Brand Ton

Boom Length

(ft)

Radius

(ft)

Boom Angle

(degrees)

Height above

ground (ft)

360 degree

rating (lbs)

Hydraulic Crawler Terex American HC 110 110 120 70 56.7 107 20970

Hydraulic Crawler Terex American HC 165 165 120 70 58.3 110 41230

Hydraulic Crawler Liebherr LR 1100 100 125 70 55.9 110 25466

Hydraulic Crawler Manitowoc 555 150 130 70 57.4 115.5 39000

Hydraulic Truck Crane Grove TMS9000E 110 116.2 70 52.96 102.7 21200

All Terrain Crane Demag AC160 200 118.4 72 52.5 110 39500

All Terrain Crane Grove GMK5175 175 131 70 57.7 120.7 41400

Crane Analysis




Figure 305: Main Arena Roof Structure Lead Time Information

Description Lead Times (weeks)

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32

Long Span Roof Deck - EPIC Wideck

Shop Drawings 4

Fabrication 6

Total: 2.5 months

Glulam Members - RigidPly Rafters

Geometry Submittal 2

Shop Drawings 4

Red Maple raw material 12

Fabrication 4

Total: 4-5 months

Steel Members - Amthor Steel

Shop Drawings 8

Fabrication 24

Total: 8 months

4 weeks

8 weeks

Lead Time Information

24 weeks

Timeline After Completed Design (2 weeks/cell)

4 weeks

6 weeks

2 weeks

4 weeks

12 weeks




Figure 306: Original Design – Main Arena Roof Structure Takeoff

Description Quantity Unit Length (ft)

Density of

Steel (lb/CF) Weight (lbs) Weight (tons)

TT-HSS-Hollow Structural Section: HSS8X8X1/2 1.36 CF 14'-0" 490 666.4 0.33










TT-HSS-Hollow Structural Section: HSS8X8X1/2 1.36 CF 14'-0 3/256" 490 666.4 0.33

TT-W-Wide Flange: W14X30 2.4 CF 40'-11" 490 1176.0 0.59

TT-W-Wide Flange: W14X30 1.89 CF 31'-3 77/128" 490 926.1 0.46




































Original Design - Main Arena Roof Structure Takeoff



7 of 310 Joe Buyer Steve Conroe Logan Gray Simi Veit


















































TT-W-Wide Flange: W14X43 0.08 CF 4" 490 39.2 0.02





































TT-W-Wide Flange-Column: W24X176 7 CF 19'-7" 490 3430.0 1.72












TT-W-Wide Flange-Column: W24X146 6.18 CF 20'-9 5/8" 490 3028.2 1.51




701503.6 350.75TOTAL:




Figure 307: Original Design – Main Arena Roof Truss Type T-1: Count = 1

1 W-Wide Flange: W14X61 1.12 CF 9'-8" 490 548.8 0.27

1 W-Wide Flange: W14X61 1.16 CF 10'-8 73/128" 490 568.4 0.28












1 LL-Double Angle: 2L8X8X1/2 1.5 CF 17'-4 253/256" 490 735 0.37

1 LL-Double Angle: 2L8X8X1/2 1.57 CF 17'-4 125/128" 490 769.3 0.38






1 TT-W-Wide Flange: W14X99 12.04 CF 60'-0 3/256" 490 5899.6 2.95




1 TT-W-Wide Flange: W14X99 15.25 CF 76'-0" 490 7472.5 3.74










63729.4 31.86

Weight (lbs) Weight (tons)

TOTAL Weight Type T-1:

Original Design - Main Arena Roof Truss Type T-1

Count Description Volume Unit Length

Density of Steel

(lb/CF)






1 LL-Double Angle: 2L6X6X1/2 0.73 CF 9'-11" 490 357.7 0.18












1 LL-Double Angle: 2L8X6X1/2 LLBB 1.31 CF 17'-1 83/256" 490 641.9 0.32






1 LL-Double Angle: 2L6X4X3/8 LLBB 0.8 CF 18'-6 101/128" 490 392 0.20







1 TT-W-Wide Flange: W14X145 11.2 CF 38'-0 19/128" 490 5488 2.74







1 LL-Double Angle: 2L6X4X3/8 LLBB 0.8 CF 18'-5 5/64" 490 392 0.20

61779.2 30.89TOTAL Weight Type T-2:



Density of Steel

(lb/CF) Weight (lbs) Weight (tons)









1 W-Wide Flange: W14X61 1.2 CF 11'-5 37/256" 490 588 0.294






























1 TT-HSS-Round Structural Tubing: HSS1.660X0.140 0.13 CF 30'-1" 490 63.7 0.03185

64219.4 32.1097

Weight (lbs) Weight (tons)


TOTAL Weight Type T-3:


Density of Steel

(lb/CF)




APPENDIX V: East Facade Supplemental Construction Information





Steel Structure 245.04 Ton 2,900.00$ 710,627.89$

Glazed Curtain Wall Assembly 11666.58 SF 60.00$ 699,994.80$

Roofing 16268.78 SF 12.00$ 195,225.36$

Soffit and Fascia 371.9 LF 12.62$ 4,692.45$

1,610,540.50$

Original Design Façade Estimate

TOTAL:


Steel Structure 217.84 Ton 2,900.00$ 631,747.46$

Glazed Curtain Wall Assembly 9271.32 SF 60.00$ 556,279.20$

Metal Paneling 5024.8 SF 35.00$ 175,868.00$

Roofing 17402.62 SF 12.00$ 208,831.44$

Soffit and Fascia 483.81 LF 12.62$ 6,104.47$

1,578,830.57$

Glazed Curtain Wall Assembly -1071.1 SF 60.00$ (64,266.00)$

Metal Mesh 1457.32 SF 35.00$ 51,006.20$

Kalwall with Lumira Aerogel Panels 1071.1 SF 70.00$ 74,977.00$

Signage 38 Letter 99.00$ 3,762.00$

LED Color Kinetics Colorgraze Powercore Lighting

4' icolor graze MX 31 EA 1,300.00$ 40,300.00$

DE Pro 2 EA 450.00$ 900.00$

50' leader 2 EA 125.00$ 250.00$

Zero Jumpers 15 EA 25.00$ 375.00$

1' Jumpers 15 EA 35.00$ 525.00$

iplayer 3 1 EA 1,100.00$ 1,100.00$

Keypad 1 EA 350.00$ 350.00$

Application Engineering 1 day 1,600.00$ 1,600.00$

45,400.00$

110,879.20$

iBUILD Design Façade Estimate

TOTAL:

Subtotal:

Added Design Features

TOTAL:

Figure 310: iBUILD Design Façade Estimate

Figure 311: Original Design Facade Estimate




Figure 312: East Façade Cost Comparison

Description Original Design iBUILD Design Cost Difference % Difference

Steel Structure 710,627.89$ 631,747.46$ (78,880.44)$ -11.1%

Glazed Curtain Wall Assembly 699,994.80$ 556,279.20$ (143,715.60)$ -20.5%

Metal Paneling -$ 175,868.00$ 175,868.00$ -

Roofing 195,225.36$ 208,831.44$ 13,606.08$ 7.0%

Soffit and Fascia 4,692.45$ 6,104.47$ 1,412.02$ 30.1%

Total: 1,610,540.50$ 1,578,830.57$ (31,709.94)$ -2.0%

Added Design Features

Glazed Curtain Wall Assembly -$ (64,266.00)$ (64,266.00)$ -

Metal Mesh -$ 51,006.20$ 51,006.20$ -

Kalwall -$ 74,977.00$ 74,977.00$ -

Signage -$ 3,762.00$ 3,762.00$ -

LED Lighting -$ 45,400.00$ 45,400.00$ -

Final Total: 1,610,540.50$ 1,689,709.77$ 79,169.26$ 4.9%

East Façade Cost Comparison




Figure 313: Original Design Façade Structural Takeoff

Description Quantity Unit Length (ft)

Density of Steel

(lb/CF) Weight (lbs) Weight (tons)

C8x11.5 0.08 CF 3.5 490 39.2 0.02

C8x11.5 0.08 CF 3.5 490 39.2 0.02

C8x11.5 0.08 CF 3.5 490 39.2 0.02

C8x11.5 0.08 CF 3.5 490 39.2 0.02

C8x11.5 0.08 CF 3.5 490 39.2 0.02

HSS8x8x1/2 3.18 CF 32.7 490 1558.2 0.78

HSS8x8x1/2 3.18 CF 32.7 490 1558.2 0.78

HSS8x8x1/2 2.84 CF 29.2 490 1391.6 0.70

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 1.36 CF 14.0 490 666.4 0.33

HSS8x8x1/2 4.11 CF 42.2 490 2013.9 1.01

HSS12x6x3/8 2.26 CF 28.0 490 1107.4 0.55

HSS12x6x3/8 2.26 CF 28.0 490 1107.4 0.55

HSS12x6x3/8 2.30 CF 28.0 490 1127.0 0.56

PGT36-16 16.67 CF 58.4 490 8168.3 4.08

PGT36-16 16.67 CF 58.4 490 8168.3 4.08

PGT36-16 16.64 CF 58.4 490 8153.6 4.08

PGT36-16 16.65 CF 58.4 490 8158.5 4.08

PGT16-12 2.61 CF 11.9 490 1278.9 0.64

PGT16-12 2.61 CF 12.0 490 1278.9 0.64

PGT16-12 2.62 CF 11.9 490 1283.8 0.64

PGT16-12 2.61 CF 12.0 490 1278.9 0.64

W12x53 3.84 CF 36.2 490 1881.6 0.94

W12x53 4.23 CF 39.9 490 2072.7 1.04

W12x30 2.17 CF 36.6 490 1063.3 0.53

W12x53 4.34 CF 42.1 490 2126.6 1.06

W12x19 0.17 CF 4.7 490 83.3 0.04

W12x26 0.21 CF 4.9 490 102.9 0.05

W12x19 0.20 CF 6.2 490 98.0 0.05

W12x53 4.44 CF 42.6 490 2175.6 1.09

W12x53 4.49 CF 43.2 490 2200.1 1.10

W12x53 4.55 CF 43.7 490 2229.5 1.11

W12x53 4.60 CF 44.2 490 2254.0 1.13

W12x53 4.64 CF 44.6 490 2273.6 1.14

W12x19 0.21 CF 6.2 490 102.9 0.05

W12x19 0.21 CF 6.3 490 102.9 0.05

W12x19 0.21 CF 6.3 490 102.9 0.05

W12x19 0.21 CF 6.3 490 102.9 0.05

W12x19 0.21 CF 6.3 490 102.9 0.05

Original Design Façade Takeoff




W12x30 0.86 CF 15.1 490 421.4 0.21

W12x30 0.89 CF 15.8 490 436.1 0.22

W12x50 4.20 CF 42.2 490 2058.0 1.03

W12x30 0.28 CF 5.0 490 137.2 0.07

W12x30 1.92 CF 32.7 490 940.8 0.47

W12x19 0.43 CF 11.7 490 210.7 0.11

W12x19 0.43 CF 11.7 490 210.7 0.11

W14x22 0.99 CF 23.8 490 485.1 0.24

W14x22 0.94 CF 22.7 490 460.6 0.23

W14x22 0.99 CF 23.8 490 485.1 0.24

W14x22 0.94 CF 22.7 490 460.6 0.23

W14x61 3.27 CF 28.0 490 1602.3 0.80

W14x61 3.29 CF 28.0 490 1612.1 0.81

W14x43 1.13 CF 13.8 490 553.7 0.28

W14x30 0.80 CF 14.9 490 392.0 0.20

W14x43 1.10 CF 13.8 490 539.0 0.27

W14x22 0.89 CF 21.5 490 436.1 0.22

W14x22 0.91 CF 21.5 490 445.9 0.22

W14x43 1.01 CF 12.5 490 494.9 0.25

W14x43 0.37 CF 5.0 490 181.3 0.09

W16x26 1.37 CF 26.8 490 671.3 0.34

W16x26 1.41 CF 28.0 490 690.9 0.35

W16x26 1.46 CF 29.3 490 715.4 0.36

W16x26 1.42 CF 28.0 490 695.8 0.35

W16x50 1.84 CF 19.1 490 901.6 0.45

W16x40 0.66 CF 9.2 490 323.4 0.16

W16x26 1.46 CF 29.3 490 715.4 0.36

W16x26 1.46 CF 29.3 490 715.4 0.36

W16x40 1.70 CF 22.8 490 833.0 0.42

W16x67 3.23 CF 23.3 490 1582.7 0.79

W16x40 1.24 CF 16.2 490 607.6 0.30

W16x40 0.84 CF 11.2 490 411.6 0.21

W16x40 0.72 CF 8.9 490 352.8 0.18

W16x40 0.69 CF 9.2 490 338.1 0.17

W16x40 0.64 CF 8.6 490 313.6 0.16

W16x40 1.03 CF 13.8 490 504.7 0.25

W16x40 1.04 CF 13.8 490 509.6 0.25

W16x40 0.83 CF 11.2 490 406.7 0.20

W16x40 0.86 CF 10.6 490 421.4 0.21

W16x40 1.21 CF 16.2 490 592.9 0.30

W16x40 1.24 CF 16.2 490 607.6 0.30

W16x40 0.61 CF 7.3 490 298.9 0.15

W16x40 0.25 CF 2.4 490 122.5 0.06

W18x86 6.92 CF 41.2 490 3390.8 1.70

W18x35 2.32 CF 34.4 490 1136.8 0.57

W18x35 1.39 CF 21.1 490 681.1 0.34

W18x35 1.39 CF 21.1 490 681.1 0.34

W18x86 6.92 CF 41.2 490 3390.8 1.70

W18x35 2.32 CF 34.4 490 1136.8 0.57

W18x35 1.70 CF 24.9 490 833.0 0.42




W18x35 1.97 CF 28.8 490 965.3 0.48

W18x35 1.70 CF 24.9 490 833.0 0.42

W18x35 1.97 CF 28.8 490 965.3 0.48

W18x86 2.62 CF 16.2 490 1283.8 0.64

W18x86 2.04 CF 12.9 490 999.6 0.50

W18x35 2.13 CF 31.3 490 1043.7 0.52

W18x35 2.40 CF 35.0 490 1176.0 0.59

W18x35 2.63 CF 37.8 490 1288.7 0.64

W18x35 1.73 CF 25.4 490 847.7 0.42

W18x35 2.00 CF 29.2 490 980.0 0.49

W18x35 2.27 CF 33.0 490 1112.3 0.56

W18x86 2.50 CF 17.0 490 1225.0 0.61

W18x86 5.54 CF 32.8 490 2714.6 1.36

W18x86 7.38 CF 43.8 490 3616.2 1.81

W18x50 2.35 CF 25.4 490 1151.5 0.58

W18x86 6.25 CF 36.3 490 3062.5 1.53

W18x86 6.37 CF 37.1 490 3121.3 1.56

W18x86 6.28 CF 37.1 490 3077.2 1.54

W18x86 4.44 CF 27.8 490 2175.6 1.09

W18x35 1.06 CF 16.2 490 519.4 0.26

W18x35 0.50 CF 8.0 490 245.0 0.12

W18x35 2.01 CF 29.7 490 984.9 0.49

W18x35 1.94 CF 28.7 490 950.6 0.48

W18x35 1.97 CF 28.7 490 965.3 0.48

W18x35 1.97 CF 28.7 490 965.3 0.48

W18x35 2.03 CF 29.7 490 994.7 0.50

W18x35 2.03 CF 29.7 490 994.7 0.50

W18x65 3.58 CF 27.8 490 1754.2 0.88

W18x65 5.38 CF 40.9 490 2636.2 1.32

W18x65 3.33 CF 25.3 490 1631.7 0.82

W18x65 5.33 CF 40.6 490 2611.7 1.31

W18x65 3.69 CF 28.8 490 1808.1 0.90

W18x86 2.65 CF 17.0 490 1298.5 0.65

W18x50 2.71 CF 28.7 490 1327.9 0.66

W18x86 2.42 CF 16.2 490 1185.8 0.59

W18x35 0.98 CF 14.0 490 480.2 0.24

W18x35 0.98 CF 14.0 490 480.2 0.24

W18x35 0.98 CF 14.0 490 480.2 0.24

W18x35 1.98 CF 28.7 490 970.2 0.49

W18x86 5.97 CF 35.8 490 2925.3 1.46

W18x35 0.50 CF 8.0 490 245.0 0.12

W18x35 0.76 CF 12.5 490 372.4 0.19

W18x35 0.22 CF 5.0 490 107.8 0.05

W18x40 2.78 CF 38.1 490 1362.2 0.68

W21x44 3.39 CF 39.3 490 1661.1 0.83

W21x44 1.33 CF 16.2 490 651.7 0.33

W21x44 3.16 CF 36.8 490 1548.4 0.77

W21x50 4.32 CF 44.3 490 2116.8 1.06

W21x50 2.99 CF 30.9 490 1465.1 0.73

W21x50 3.00 CF 30.1 490 1470.0 0.74




W21x50 3.00 CF 30.1 490 1470.0 0.74

W21x50 3.24 CF 33.4 490 1587.6 0.79

W21x50 2.66 CF 27.8 490 1303.4 0.65

W21x50 2.98 CF 30.9 490 1460.2 0.73

W21x50 2.98 CF 30.9 490 1460.2 0.73

W21x50 3.92 CF 40.8 490 1920.8 0.96

W21x50 1.93 CF 20.6 490 945.7 0.47

W21x44 3.07 CF 35.8 490 1504.3 0.75

W24x62 3.37 CF 27.6 490 1651.3 0.83

W24x62 3.70 CF 31.2 490 1813.0 0.91

W24x62 3.61 CF 29.8 490 1768.9 0.88

W24x104 5.81 CF 28.7 490 2846.9 1.42

W24x62 4.57 CF 38.3 490 2239.3 1.12

W24x104 6.02 CF 29.7 490 2949.8 1.47

W24x55 2.98 CF 28.0 490 1460.2 0.73

W24x104 5.90 CF 28.7 490 2891.0 1.45

W24x104 9.87 CF 47.8 490 4836.3 2.42

W24x62 3.26 CF 28.0 490 1597.4 0.80

W24x62 3.35 CF 28.0 490 1641.5 0.82

W24x94 9.14 CF 49.1 490 4478.6 2.24

W24x68 6.25 CF 47.1 490 3062.5 1.53

W24x94 8.26 CF 44.5 490 4047.4 2.02

W24x62 3.38 CF 28.0 490 1656.2 0.83

W24x62 4.71 CF 39.2 490 2307.9 1.15

W24x62 3.80 CF 31.5 490 1862.0 0.93

W24x68 4.16 CF 31.5 490 2038.4 1.02

W24x68 4.42 CF 32.8 490 2165.8 1.08

W24x55 2.90 CF 28.0 490 1421.0 0.71

W24x94 8.76 CF 47.7 490 4292.4 2.15

W24x94 8.04 CF 43.2 490 3939.6 1.97

W24x94 7.40 CF 40.5 490 3626.0 1.81

W30x90 7.38 CF 42.2 490 3616.2 1.81

W30x90 7.38 CF 42.2 490 3616.2 1.81

W30x90 4.83 CF 28.0 490 2366.7 1.18

W30x173 11.07 CF 32.8 490 5424.3 2.71

W30x90 5.68 CF 32.8 490 2783.2 1.39

W30x173 11.07 CF 32.7 490 5424.3 2.71

W30x173 11.07 CF 32.8 490 5424.3 2.71

W30x173 9.13 CF 26.6 490 4473.7 2.24

W30x173 9.15 CF 26.8 490 4483.5 2.24

W30x261 21.31 CF 41.3 490 10441.9 5.22

W30x148 3.72 CF 13.7 490 1822.8 0.91

W30x173 8.84 CF 25.8 490 4331.6 2.17

W30x148 2.86 CF 9.5 490 1401.4 0.70

W30x148 2.06 CF 9.2 490 1009.4 0.50

W30x148 3.77 CF 13.7 490 1847.3 0.92

W30x90 11.63 CF 69.3 490 5698.7 2.85

W30x90 11.67 CF 69.3 490 5718.3 2.86

W30x173 1.61 CF 7.7 490 788.9 0.39

W30x173 2.83 CF 10.6 490 1386.7 0.69




W30x173 2.41 CF 9.1 490 1180.9 0.59

W30x173 2.34 CF 9.2 490 1146.6 0.57

W30x148 1.99 CF 10.5 490 975.1 0.49

W30x173 2.43 CF 9.2 490 1190.7 0.60

LH-Custom Cantilevered Bar Joist: 36LH_Cant 5.43 CF 67.3 490 2660.7 1.33















TT-L-Angle: L3X3X3/8 0.84 CF 58.5 490 411.6 0.21

TT-L-Angle: L3X3X3/8 0.84 CF 58.5 490 411.6 0.21

TT-L-Angle: L3X3X3/8 0.45 CF 31.5 490 220.5 0.11

TT-L-Angle: L3X3X3/8 0.47 CF 32.7 490 230.3 0.12

TT-L-Angle: L3X3X3/8 0.47 CF 32.7 490 230.3 0.12

TT-L-Angle: L3X3X3/8 0.47 CF 32.7 490 230.3 0.12

TT-L-Angle: L3X3X3/8 0.48 CF 32.7 490 235.2 0.12

TT-L-Angle: L3X3X3/8 0.47 CF 32.7 490 230.3 0.12

TT-L-Angle: L3X3X3/8 0.47 CF 32.7 490 230.3 0.12

TT-L-Angle: L3X3X3/8 0.45 CF 31.5 490 220.5 0.11

TT-L-Angle: L3X3X3/8 0.17 CF 12.1 490 83.3 0.04

TT-L-Angle: L3X3X3/8 0.17 CF 12.1 490 83.3 0.04

TT-C-Channel: C8X11.5 0.07 CF 3.5 490 34.3 0.02

TT-C-Channel: C8X11.5 0.07 CF 3.5 490 34.3 0.02

K-Series Bar Joist-Angle Web: 24K8 0.46 CF 28.0 490 225.4 0.11





















TT-L-Angle: L3X3X3/8 0.13 CF 10.0 490 63.7 0.03

TT-L-Angle: L3X3X3/8 0.13 CF 10.0 490 63.7 0.03

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.16 CF 11.3 490 78.4 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.16 CF 11.3 490 78.4 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.2 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-L-Angle: L3X3X3/8 0.15 CF 11.3 490 73.5 0.04

TT-W-Wide Flange-Column: W14X99 6.98 CF 34.79 490 3420.2 1.71



























HSS-Hollow Structural Section-Column: HSS8X8X1/2 1.04 CF 12.00 490 509.6 0.25





TOTAL: 490088.2 245.04




Figure 314: iBUILD Design Façade Structural Takeoff

Description Quantity Unit Length (ft) Density (lb/CF) Weight (lbs) Weight (tons)

HSS8X8X1/2 3.18 CF 32.7 490 1558.2 0.78

HSS8X8X1/2 3.18 CF 32.7 490 1558.2 0.78

HSS8X8X1/2 2.84 CF 29.3 490 1391.6 0.70

HSS8X8X1/2 4.11 CF 42.3 490 2013.9 1.01

W12X53 3.80 CF 36.3 490 1862.0 0.93

W12X53 4.23 CF 39.9 490 2072.7 1.04

W12X30 2.17 CF 36.7 490 1063.3 0.53

W12X53 4.34 CF 42.2 490 2126.6 1.06

W12X19 0.17 CF 4.8 490 83.3 0.04

W12X26 0.21 CF 4.9 490 102.9 0.05

W12X19 0.20 CF 6.3 490 98.0 0.05

W12X53 4.44 CF 42.7 490 2175.6 1.09

W12X53 4.49 CF 43.2 490 2200.1 1.10

W12X53 4.55 CF 43.8 490 2229.5 1.11

W12X53 4.60 CF 44.3 490 2254.0 1.13

W12X53 4.64 CF 44.6 490 2273.6 1.14

W12X19 0.21 CF 6.3 490 102.9 0.05

W12X19 0.21 CF 6.3 490 102.9 0.05

W12X19 0.21 CF 6.3 490 102.9 0.05

W12X19 0.21 CF 6.3 490 102.9 0.05

W12X19 0.21 CF 6.3 490 102.9 0.05

W12X30 0.86 CF 15.1 490 421.4 0.21

W12X30 0.89 CF 15.8 490 436.1 0.22

W12X50 4.20 CF 42.2 490 2058.0 1.03

W12X30 0.28 CF 4.9 490 137.2 0.07

W12X19 1.00 CF 28.0 490 490.0 0.25

W12X19 1.02 CF 28.0 490 499.8 0.25

W14X22 0.99 CF 23.8 490 485.1 0.24

W14X22 0.94 CF 22.7 490 460.6 0.23

W14X22 0.99 CF 23.8 490 485.1 0.24

W14X22 0.94 CF 22.7 490 460.6 0.23

W14X30 0.80 CF 14.9 490 392.0 0.20

W14X22 0.89 CF 21.5 490 436.1 0.22

W14X22 0.91 CF 21.5 490 445.9 0.22

W14X22 1.38 CF 32.7 490 676.2 0.34

W14X22 1.42 CF 33.2 490 695.8 0.35

W14X22 0.38 CF 9.0 490 186.2 0.09

W16X26 1.37 CF 26.8 490 671.3 0.34

W16X26 1.41 CF 28.0 490 690.9 0.35

W16X26 1.46 CF 29.3 490 715.4 0.36

W16X26 1.42 CF 28.0 490 695.8 0.35

W16X50 1.84 CF 19.1 490 901.6 0.45

W16X40 0.66 CF 9.2 490 323.4 0.16

W16X26 1.46 CF 29.3 490 715.4 0.36

W16X26 1.46 CF 29.3 490 715.4 0.36

W16X40 1.70 CF 22.8 490 833.0 0.42

W16X67 3.23 CF 23.3 490 1582.7 0.79

W16X40 1.24 CF 16.2 490 607.6 0.30

iBUILD Design Façade Takeoff




W16X40 0.18 CF 3.2 490 88.2 0.04

W16X40 0.69 CF 9.2 490 338.1 0.17

W16X40 0.62 CF 8.6 490 303.8 0.15

W16X40 1.03 CF 13.8 490 504.7 0.25

W16X40 1.04 CF 13.8 490 509.6 0.25

W16X40 0.83 CF 11.2 490 406.7 0.20

W16X40 0.86 CF 10.6 490 421.4 0.21

W16X40 1.21 CF 16.2 490 592.9 0.30

W16X40 1.24 CF 16.2 490 607.6 0.30

W16X40 0.30 CF 4.2 490 147.0 0.07

W16X40 0.61 CF 7.2 490 298.9 0.15

W16X40 0.25 CF 2.3 490 122.5 0.06

W16X26 2.23 CF 43.8 490 1092.7 0.55

W16X26 1.69 CF 33.2 490 828.1 0.41

W16X26 1.68 CF 33.2 490 823.2 0.41

W16X26 1.76 CF 34.1 490 862.4 0.43

W18X86 6.92 CF 41.2 490 3390.8 1.70

W18X35 2.32 CF 34.3 490 1136.8 0.57

W18X35 1.39 CF 21.1 490 681.1 0.34

W18X35 1.39 CF 21.1 490 681.1 0.34

W18X86 6.92 CF 41.2 490 3390.8 1.70

W18X35 2.32 CF 34.3 490 1136.8 0.57

W18X35 1.70 CF 24.8 490 833.0 0.42

W18X35 1.97 CF 28.7 490 965.3 0.48

W18X35 1.70 CF 24.9 490 833.0 0.42

W18X35 1.97 CF 28.8 490 965.3 0.48

W18X86 2.62 CF 16.2 490 1283.8 0.64

W18X86 2.04 CF 12.9 490 999.6 0.50

W18X35 2.13 CF 31.3 490 1043.7 0.52

W18X35 2.40 CF 35.0 490 1176.0 0.59

W18X35 2.63 CF 37.8 490 1288.7 0.64

W18X35 1.73 CF 25.3 490 847.7 0.42

W18X35 2.00 CF 29.2 490 980.0 0.49

W18X35 2.27 CF 32.9 490 1112.3 0.56

W18X86 2.50 CF 17.0 490 1225.0 0.61

W18X86 5.54 CF 32.7 490 2714.6 1.36

W18X86 7.38 CF 43.8 490 3616.2 1.81

W18X50 2.35 CF 25.4 490 1151.5 0.58

W18X86 6.25 CF 36.3 490 3062.5 1.53

W18X86 6.37 CF 37.0 490 3121.3 1.56

W18X86 6.28 CF 37.0 490 3077.2 1.54

W18X86 4.44 CF 27.8 490 2175.6 1.09

W18X35 1.06 CF 16.2 490 519.4 0.26

W18X35 0.50 CF 8.0 490 245.0 0.12

W18X35 2.36 CF 34.7 490 1156.4 0.58

W18X35 1.94 CF 28.7 490 950.6 0.48

W18X35 1.97 CF 28.7 490 965.3 0.48

W18X35 1.97 CF 28.7 490 965.3 0.48

W18X35 2.38 CF 34.7 490 1166.2 0.58

W18X35 2.38 CF 34.7 490 1166.2 0.58




W18X86 2.65 CF 17.0 490 1298.5 0.65

W18X50 2.71 CF 28.7 490 1327.9 0.66

W18X86 2.42 CF 16.2 490 1185.8 0.59

W18X35 1.98 CF 28.7 490 970.2 0.49

W18X86 5.97 CF 35.7 490 2925.3 1.46

W18X35 0.85 CF 13.0 490 416.5 0.21

W18X35 0.76 CF 12.5 490 372.4 0.19

W18X35 0.22 CF 5.0 490 107.8 0.05

W18X40 2.78 CF 38.1 490 1362.2 0.68

W18X50 1.40 CF 15.0 490 686.0 0.34

W18X40 2.16 CF 28.0 490 1058.4 0.53

W18X35 3.02 CF 43.8 490 1479.8 0.74

W18X40 2.16 CF 28.0 490 1058.4 0.53

W18X35 0.71 CF 11.0 490 347.9 0.17

W18X40 0.86 CF 11.0 490 421.4 0.21

W21X44 3.39 CF 39.3 490 1661.1 0.83

W21X44 1.33 CF 16.2 490 651.7 0.33

W21X44 3.16 CF 36.8 490 1548.4 0.77

W21X50 4.32 CF 44.3 490 2116.8 1.06

W21X50 2.99 CF 30.9 490 1465.1 0.73

W21X50 3.50 CF 35.8 490 1715.0 0.86

W21X50 3.50 CF 35.8 490 1715.0 0.86

W21X50 3.24 CF 33.4 490 1587.6 0.79

W21X50 2.66 CF 27.8 490 1303.4 0.65

W21X50 3.48 CF 35.8 490 1705.2 0.85

W21X50 3.48 CF 35.8 490 1705.2 0.85

W21X50 3.92 CF 40.8 490 1920.8 0.96

W21X50 1.93 CF 20.6 490 945.7 0.47

W21X44 3.07 CF 35.7 490 1504.3 0.75

W21X44 2.79 CF 32.7 490 1367.1 0.68

W24X62 3.37 CF 27.6 490 1651.3 0.83

W24X62 3.70 CF 31.1 490 1813.0 0.91

W24X62 3.61 CF 29.7 490 1768.9 0.88

W24X104 5.81 CF 28.7 490 2846.9 1.42

W24X62 4.57 CF 28.2 490 2239.3 1.12

W24X104 6.02 CF 39.7 490 2949.8 1.47

W24X55 2.98 CF 28.0 490 1460.2 0.73

W24X104 5.90 CF 28.7 490 2891.0 1.45

W24X104 9.87 CF 47.8 490 4836.3 2.42

W24X62 3.26 CF 28.0 490 1597.4 0.80

W24X62 3.35 CF 28.0 490 1641.5 0.82

W24X94 9.14 CF 49.0 490 4478.6 2.24

W24X68 6.25 CF 47.0 490 3062.5 1.53

W24X94 8.26 CF 44.5 490 4047.4 2.02

W24X62 3.38 CF 28.0 490 1656.2 0.83

W24X62 4.71 CF 39.1 490 2307.9 1.15

W24X62 3.80 CF 31.5 490 1862.0 0.93

W24X55 2.90 CF 28.0 490 1421.0 0.71

W24X94 8.76 CF 47.8 490 4292.4 2.15

W24X94 8.04 CF 43.1 490 3939.6 1.97




W24X94 7.40 CF 40.4 490 3626.0 1.81

W24X55 3.49 CF 32.7 490 1710.1 0.86

W24X62 5.11 CF 42.1 490 2503.9 1.25

W24X62 0.83 CF 7.0 490 406.7 0.20

W27X84 5.35 CF 32.7 490 2621.5 1.31

W27X84 1.71 CF 11.1 490 837.9 0.42

W27X84 8.64 CF 51.8 490 4233.6 2.12

W27X84 2.15 CF 13.3 490 1053.5 0.53

W30X90 8.28 CF 47.1 490 4057.2 2.03

W30X90 8.28 CF 47.1 490 4057.2 2.03

W30X90 4.82 CF 28.0 490 2361.8 1.18

W30X173 11.07 CF 32.7 490 5424.3 2.71

W30X90 5.73 CF 32.7 490 2807.7 1.40

W30X173 11.07 CF 32.7 490 5424.3 2.71

W30X173 11.07 CF 32.7 490 5424.3 2.71

W30X173 9.13 CF 26.6 490 4473.7 2.24

W30X173 9.15 CF 26.8 490 4483.5 2.24

W30X261 24.37 CF 47.0 490 11941.3 5.97

W30X148 3.72 CF 13.6 490 1822.8 0.91

W30X173 8.84 CF 25.8 490 4331.6 2.17

W30X148 2.86 CF 9.4 490 1401.4 0.70

W30X148 2.06 CF 9.2 490 1009.4 0.50

W30X148 3.77 CF 13.6 490 1847.3 0.92

W30X173 1.61 CF 7.7 490 788.9 0.39

W30X173 2.83 CF 10.6 490 1386.7 0.69

W30X173 2.41 CF 9.0 490 1180.9 0.59

W30X173 2.34 CF 9.1 490 1146.6 0.57

W30X148 1.99 CF 10.5 490 975.1 0.49

W30X173 2.43 CF 9.2 490 1190.7 0.60

W30X173 17.72 CF 51.0 490 8682.8 4.34

W30X173 17.61 CF 51.0 490 8628.9 4.31

14K1 14.00 Count 294.5 - 1532.0 0.77

16K2 6.00 Count 126.2 - 694.0 0.35

20K3 18.00 Count 504.0 - 3377.0 1.69

20K4 2.00 Count 56.0 - 426.0 0.21

22K4 9.00 Count 288.2 - 2306.0 1.15

22K7 2.00 Count 66.3 - 644.0 0.32

24K4 2.00 Count 66.3 - 557.0 0.28

26K5 2.00 Count 66.3 - 650.0 0.33

26K9 6.00 Count 262.8 - 3206.0 1.60

28LH05 1.00 Count 43.8 - 569.0 0.28

30K7 12.00 Count 525.5 - 6464.0 3.23

30K10 2.00 Count 87.6 - 1314.0 0.66

30GSP 7.00 Count 232.0 - 3480.8 1.74




































TOTAL: 435687.9 217.84




APPENDIX W: Community Rink Supplemental Construction Information

Assumptions

* Tension Rod System - CAD detailing cost included * Tension Rod System - Price is calculated based on a $1100.00 fee for the first 3 ft. (includes connection components) and $32/LF additional * Tension Rod System - Assembly and install includes a two man crew and a crane operator. Assume $70 per crew member per hour. Assume 6 hours per truss per crew member * HSS Purlins and Kingposts Members - Cost is based on cost/unit for superstructure (project specific to PSU Ice Hockey Arena) (includes material and labor) * Material costs for Kinpost Truss system does not include the added cost of the Kalwall. Only roof structure costs included in calculations


Purlins

HSS10x10x5/8 79.69 Ton 2,900.00$ 231,109.36$

Metal Decking

3" Archdeck PA - 16 gage 23583.82 SF 8.54$ 201,470.25$

Tension Rod System

2.5" dia. Tension Rod System 1016.1 LF 49.53$ 50,327.43$

Delivery Costs - LS - 2,000.00$

Glulam Top Chords

7.5" x 40", radiused, Red Oak glulam members 2023.2 LF 168.76$ 341,439.09$

Shop Drawing/Engineering Fee 1 LS 5,000.00$ 5,000.00$

Delivery Costs - - -$ -$

Kingpost Members

HSS5x5x5/16 @ 14'-4" height 1.26 Ton 2,900.00$ 3,654.00$

835,000.13$

Kalwall with Lumira Aerogel Panels 5200 SF 70.00$ 364,000.00$

1,199,000.13$

Kingpost Truss System

Structural TOTAL:

Total Cost of Community Rink Roof:


Roof Trusses

68DLH16 Bar Joists 29.83 Ton 2,900.00$ 86,496.27$

Metal Decking

3N, 18 ga, 10' span, galvanized 18982.33 SF 3.28$ 62,174.72$

148,670.99$

Baseline Roof Structure

TOTAL:

Figure 315: iBUILD Design Community Rink Roof Structure Cost Estimate

Figure 316: Original Design Community Rink Roof Structure Cost Estimate




Figure 317: Original Design – Community Rink Roof Trusses Takeoff

Count Description Volume Unit Length Density (lb/CF) Weight (lbs) Weight (tons)

1 DLH-Series Bar Joist: 68DLH16 6.42 CF 110'-1 3/16" 490 3145.8 1.57



















19 TOTAL: 121.74 CF 59652.6 29.83

Original Design - Community Rink Roof Trusses Takeoff

Shape Material Dimensions # of Duct Runs Length of Run Unit Weight (lb/LF) Total Weight Cost / Unit Total Cost

Rectangular Duct Aluminum 72" x 30" 2 242.5 LF 12.73 6174.05

Square Duct Aluminum 34" x 34" 2 242.5 LF 8.64 4190.4

Square Duct Aluminum 30" x 30" 2 242.5 LF 7.67 3719.95

14084.4 14.65 206,336.46$ Total Weight of Eliminated Ductwork:

Ductwork Savings from Mech. Equip. Relocation

Figure 318: Mechanical Equipment Relocation – Ductwork Savings




Figure 319: Mechanical Equipment Relocation – Structural Cost Impact

Description Quantity Unit Cost / Unit Total Cost Cost Increase % Increase

Original Design Structural Steel 7.39 ton 2,900.00$ 21,431.00$

iBUILD Design Structural Steel 20.98 ton 2,900.00$ 60,842.00$ 184%

Structural Cost Comparison of Mech. Equipment Relocation

39,411.00$

1 W21 2.64 CF 26'-6 15/64" 490 1293.6 0.65

1 W24 2.92 CF 27'-9 177/256" 490 1430.8 0.72

1 68DLH 6.14 CF 105'-6" 490 3008.6 1.50

1 W18 2.98 CF 38'-2" 490 1460.2 0.73

1 68DLH 5.66 CF 97'-10 3/8" 490 2773.4 1.39

1 68DLH 5.19 CF 90'-4 1/16" 490 2543.1 1.27

1 W18 1.92 CF 24'-5 35/256" 490 940.8 0.47

1 W24 2.7 CF 23'-1 47/128" 490 1323 0.66

14773.5 7.39TOTAL Weight Original Mech. Equip. Framing:

Original Design - Southern Roof Over Community Rink


Density of

Steel (lbs/CF) Weight (lbs) Weight (tons)

Count Description Length Unit Weight (lbs) Weight (tons)

1 W8x10 11.7 LF 118 0.06

1 W10x12 17.49 LF 211 0.11

3 W12x14 63.5 LF 899 0.45

1 W12x16 22.9 LF 367 0.18

2 W12x19 51.55 LF 977 0.49

11 W14x22 293.93 LF 6491 3.25

1 W16x26 26.85 LF 702 0.35

1 W18x35 27.8 LF 974 0.49

1 W18x40 25.84 LF 1037 0.52

1 W24x68 38.16 LF 2610 1.31

1 W44x262 105.41 LF 27582 13.79

41968 20.98TOTAL Weight iBUILD Mech. Equip. Framing:

iBUILD Design - Southern Roof over Community Rink




APPENDIX X: Miscellaneous Items

Figure 320: Halfen Detan Rod System – iBUILD Design Sketch




Figure 321: PPG Solarban 60 Solar Control LowE Glass




Figure 322: RAM Takeoff – iBUILD Southern Roof Over Community Rink




APPENDIX Y: Team iBUILD Spring Schedule

APPENDIX Z: Team iBUILD LEED Scorecard




APPENDIX AA: Main Arena Construction Schedule




APPENDIX BB: Community Rink Construction Schedule




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Acknowledgements

Robert Holland

Kevin Parfitt

Moses Ling

John Messner

Andres Lepage

Richard Mistrick

Walt Schneider

Thomas Boothby

Richard Behr

Robert Leicht

Craig Dubler

Ted Dannerth

Rigidply Rafters, Inc.

Amthor Steel

Epic Metals Corporation

Halfen USA Inc.

Mortenson Construction

Gene Hodge – Senior Project Manager

Jason Brown – Senior Superintendent

Kalwall Corporation

Philips Lighting

Lutron Electronics

Hubbell Incorporated Sportliter Solutions

Atlantic Engineering Services

Steven Schaefer Associates, Inc.

Hope Furrer Associates

appendix q: elumtools results - ibuild

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