Appendix A - Pennsylvania State University

4

Appendix A

Est

imat

e D

etai

l - St

anda

rd C

onst

ruct

ion

Pro

ject

Det

ail -

With

out T

axes

and

Insu

ranc

e

Est

imat

or :

Pro

ject

Siz

e :

sqft

Item

Cod

eD

escr

iptio

nQ

uant

ityU

MLa

b.U

nit

Mat

.Uni

tEq

p.U

nit

Sub.

Uni

tEq

p.R

ent.U

nit

Tem

p.M

at.U

nit

Oth

er U

nit

Tot.U

nitC

ost

Tota

lCos

t

C:\P

rogr

am F

iles\

MC

² Sof

twar

e\es

tfile

s\G

ener

al C

ondi

tions

.est

Pag

e 1

10/2

9/20

04 0

1:25

PM

0111

0.10

0E

ngin

eerin

g fe

es50

,000

.00

LS

4,56

0.00

0

4,56

0.00

022

8,00

0,00

0.00

0131

0.10

0P

roje

ct m

anag

er46

8.00

WE

EK

1,58

9.65

00

1,

589.

650

743,

956.

2001

310.

110

Sup

erin

tend

ent

156.

00W

EE

K1,

241.

1500

1,24

1.15

019

3,61

9.40

0131

0.12

0A

ssis

tant

sup

erin

tend

ent

750.

00W

EE

K89

8.55

00

89

8.55

067

3,91

2.50

0131

0.13

0Jo

b en

gine

er90

0.00

WE

EK

841.

2500

841.

250

757,

125.

0001

310.

140

Cle

rk15

6.00

WE

EK

384.

0000

384.

000

59,9

04.0

001

310.

160

Sec

reta

ry15

6.00

WE

EK

729.

1500

729.

150

113,

747.

4001

310.

170

Gen

eral

pur

pose

labo

rer

312.

00W

EE

K88

8.85

00

88

8.85

027

7,32

1.20

0131

0.18

0G

ener

al p

upos

e ca

rpen

ter

312.

00W

EE

K93

6.75

00

93

6.75

029

2,26

6.00

0131

0.19

0Li

ving

exp

ense

s2,

880.

00W

EE

K41

2.85

00

41

2.85

01,

189,

008.

0001

310.

200

Per

mit

1.00

LS

50

,000

.000

50,0

00.0

0050

,000

.00

0131

0.21

0P

urch

ase

draw

ings

50.0

0LS

100.

000

100.

000

5,00

0.00

0131

0.22

0Tr

avel

exp

ense

s50

,000

.00

LS

50

,000

.000

50,0

00.0

002,

500,

000,

000.

0001

320.

100

Pro

gess

pho

togr

aphs

36.0

0M

O

119.

000

11

9.00

04,

284.

0001

320.

110

CP

M s

ched

ule

1.00

LS

4,85

2.00

0

30

,000

.000

34,8

52.0

0034

,852

.00

0145

0.10

0La

bora

tory

test

ing

1.00

LS

20

0,00

0.00

020

0,00

0.00

020

0,00

0.00

0151

0.10

0Te

mpo

rary

wiri

ng36

.00

MO

25

8.00

0

258.

000

9,28

8.00

0151

0.11

0Jo

b te

leph

one

720.

00M

O

89.3

50

89.3

5064

,332

.00

0151

0.12

0E

lect

ric li

ght b

ill36

.00

MO

28

3.00

0

283.

000

10,1

88.0

001

510.

130

Wat

er b

ill36

.00

MO

89

.000

89

.000

3,20

4.00

0151

0.14

0Te

mpo

rary

hea

t18

.00

MO

1,

107.

850

1,

107.

850

19,9

41.3

001

510.

150

Tem

pora

ry fi

re p

rote

ctio

n36

.00

MO

20

6.00

0

206.

000

7,41

6.00

0152

0.10

0O

ffice

trai

ler

126.

00M

O

374.

000

37

4.00

047

,124

.00

0152

0.12

0P

orta

ble

chem

ical

toile

t54

0.00

MO

87

.250

87

.250

47,1

15.0

001

520.

130

Wat

er, i

ce a

nd c

ups

432.

00M

O

138.

000

13

8.00

059

,616

.00

0152

0.14

0Fi

rst a

id s

uppl

ies

72.0

0M

O

50.0

00

50.0

003,

600.

0001

520.

150

Saf

ety

supp

lies

36.0

0M

O

150.

000

15

0.00

05,

400.

0001

520.

160

Offi

ce s

uppl

ies

36.0

0M

O

275.

750

27

5.75

09,

927.

0001

540.

100

Cra

ne re

ntal

0.50

MO

191.

000

191.

000

95.5

001

540.

180

Sm

all t

ools

36.0

0M

O

16

7.75

0

16

7.75

06,

039.

0001

540.

190

Air

com

pres

sor

36.0

0M

O

26

1.00

0

26

1.00

09,

396.

0001

540.

210

Equ

ipm

ent r

epai

r1.

00LS

50,0

00.0

0050

,000

.000

50,0

00.0

001

540.

220

Gas

olin

e an

d lu

bric

atin

g oi

l10

0,00

0.00

GA

LS

1.

850

1.85

018

5,00

0.00

0154

0.23

0G

ener

ator

s12

.00

MO

1,21

6.00

0

1,

216.

000

14,5

92.0

001

540.

240

Pic

kup

truck

rent

al18

0.00

MO

521.

000

521.

000

93,7

80.0

001

540.

250

Truc

k re

ntal

12.0

0M

O

87

4.00

0

87

4.00

010

,488

.00

0154

0.26

0P

umps

36.0

0M

O

11

5.00

0

11

5.00

04,

140.

0001

540.

270

Con

veyo

rs96

.00

MO

350.

000

350.

000

33,6

00.0

001

540.

280

Pow

er b

uggi

es12

0.00

DA

Y

68

.750

68.7

508,

250.

0001

540.

290

Fork

lift

720.

00M

O

63

1.00

0

63

1.00

045

4,32

0.00

0154

0.31

0S

caffo

ldin

g1.

00LS

100,

000.

000

100,

000.

000

100,

000.

0001

540.

320

Jobs

ite c

omm

unic

atio

ns36

.00

MO

87

.500

87

.500

3,15

0.00

0156

0.10

0W

atch

man

156.

00W

EE

K51

8.25

00

51

8.25

080

,847

.00

0156

0.13

0P

rote

ct tr

ees

2.00

EA

CH

24.5

000

16.1

00

40.6

0081

.20

0156

0.15

0S

idew

alk

barri

cade

s50

.00

LNFT

30.0

000

10.0

00

40.0

002,

000.

0001

560.

160

Tem

pora

ry p

artit

ions

1,00

0.00

SQ

FT0.

5500

0.15

0

0.70

070

0.00

0156

0.17

0Te

mpo

rary

sto

rage

1.00

LS

10

0,00

0.00

010

0,00

0.00

010

0,00

0.00

0156

0.18

0W

eath

er p

rote

ctio

n2.

00LS

20,0

00.0

0020

,000

.000

40,0

00.0

001

580.

100

Job

sign

2.00

EA

CH

275.

0000

114.

000

38

9.00

077

8.00

0165

0.10

0Fr

eigh

t dem

urra

ge1.

00LS

1,

038.

650

20,0

00.0

0021

,038

.650

21,0

38.6

501

720.

100

Layo

ut s

uppl

ies

156.

00W

EE

K

81.0

00

81.0

0012

,636

.00

0173

0.10

0C

ut a

nd p

atch

1.00

LS

10

0,00

0.00

010

0,00

0.00

010

0,00

0.00

0174

0.10

0Jo

b cl

ean

up38

2,00

0.00

SQ

FT0.

3800

0.38

014

5,16

0.00

0174

0.11

0C

lean

gla

ss50

,000

.00

SQ

FT0.

5100

0.51

025

,500

.00

0174

0.12

0Tr

ash

chut

es4.

00FL

RS

21

4.00

0

214.

000

856.

0001

740.

130

Rub

bish

rem

oval

100,

000.

00C

UYD

15.1

100

1.26

5

16.3

751,

637,

500.

0001

830.

100

Turn

on

HV

AC

ear

ly6.

00M

O

Tota

l Est

imat

e$2

,736

,022

,094

Appendix A

Appendix B

Floor MapRAM Steel v8.1DataBase: CY_Analysis 01/29/05 16:47:11Building Code: IBC

Floor Type: Typical

A B C DE F G H I J K ML N0

1

2

3

4513146715

8

9

1610

11

12

17

W21x48

W21x48

W18x40

W10x12

W16x26

W12x19

W16x26

W16x26

W16x26

W8x

10W

8x10

W18x40

W24

x62

W18x40

W8x10

W16x26

W18x40

W8x

10

W18x40

W8x

10W

8x10

W14x22

W8x

10W12x19

W8x

10

W14x22

W8x

10

W14x22

W8x

10W

8x10

W24x55

W8x

10

W24x55

W8x

10

W24x55

W24x55

W8x

10W

8x10

W12x14

W21

x50

W10x12

W12x14

W8x

10

W12x14

W8x

10W

8x10

W14x22

W21

x48

W12x16

W14x22

W8x

10

W14x22

W8x

10W

8x10

W16x26

W8x

10

W21x44

W8x

10

W16x26

W16x26

W8x

10W

8x10

W12x14

W8x

10

W10x12

W8x

10

W12x14

W8x

10

W12x14

W8x

10W

8x10

W8x

10W

8x10

W10

x12

Appendix C

Gravity Column Design SummaryRAM Steel v8.1DataBase: CY_Analysis 01/29/05 16:47:03Building Code: IBC Steel Code: ASD 9th Ed.

Column Line D - 2Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 106.2 5.1 0.0 1 0.60 Eq H1-1 0.0 50 W10X33



Column Line E - 7Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 81.1 9.2 41.0 1 0.96 Eq H1-2 0.0 50 W10X49

Column Line E - 8Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 74.1 15.5 0.0 1 0.51 Eq H1-1 0.0 50 W10X33

Column Line F - 9Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 55.7 1.3 0.0 1 0.30 Eq H1-1 0.0 50 W10X33




Column Line G - 2Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 109.6 7.6 0.0 1 0.64 Eq H1-1 0.0 50 W10X33

Column Line G - 3Level P Mx My LC Interaction Eq. Angle Fy Size

Appendix C


First 109.9 7.6 0.0 1 0.64 Eq H1-1 0.0 50 W10X33



Column Line H - 9Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 51.4 4.8 0.0 1 0.31 Eq H1-1 0.0 50 W10X33



Column Line I - 9Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 49.7 3.5 0.0 1 0.29 Eq H1-1 0.0 50 W10X33



Column Line J - 2Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 99.5 15.4 0.0 1 0.65 Eq H1-1 0.0 50 W10X33


Page 2/3Appendix C




Column Line K - 9Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 50.1 3.1 0.0 1 0.29 Eq H1-1 0.0 50 W10X33




Column Line L - 1Level P Mx My LC Interaction Eq. Angle Fy SizeFirst 0.5 0.0 0.0 1 0.00 Eq H1-3 0.0 50 W10X33




Page 3/3Appendix C

Beam SummaryRAM Steel v8.1DataBase: CY_Analysis 01/29/05 16:45:05Building Code: IBC Steel Code: ASD 9th Ed.

STEEL BEAM DESIGN SUMMARY:

Floor Type: Typical

Bm # Length +M -M Seff Fy Beam Size Studs ft kip-ft kip-ft in3 ksi

1 23.00 370.4 0.0 134.8 50.0 W21X48 4318 23.00 371.6 0.0 136.1 50.0 W21X48 4480 23.36 274.5 0.0 100.7 50.0 W18X40 3531 12.00 56.9 0.0 20.9 50.0 W10X12 1235 12.00 93.3 0.0 52.8 50.0 W16X26 1439 11.50 77.3 0.0 31.9 50.0 W12X19 1145 15.55 118.5 0.0 53.5 50.0 W16X26 1450 15.55 149.4 0.0 55.2 50.0 W16X26 1651 15.55 144.6 0.0 53.5 50.0 W16X26 1411 18.85 0.4 0.0 16.0 50.0 W8X10 412 19.65 0.5 0.0 16.2 50.0 W8X10 52 19.65 279.6 0.0 102.5 50.0 W18X40 36

28 26.25 537.5 0.0 195.7 50.0 W24X62 34, 3417 19.65 280.7 0.0 102.5 50.0 W18X40 3670 18.76 0.4 0.0 16.0 50.0 W8X10 440 12.25 94.0 0.0 53.7 50.0 W16X26 1579 19.29 262.6 0.0 95.8 50.0 W18X40 2632 10.75 0.0 0.0 7.8 50.0 W8X1036 19.15 258.1 0.0 95.9 50.0 W18X40 2771 18.75 0.4 0.0 16.0 50.0 W8X10 459 9.75 0.0 0.0 7.8 50.0 W8X1041 13.25 109.9 0.0 41.4 50.0 W14X22 1258 12.50 0.0 0.0 7.8 50.0 W8X1046 13.25 85.9 0.0 32.2 50.0 W12X19 1057 16.50 0.3 0.0 15.6 50.0 W8X10 467 13.25 111.9 0.0 41.4 50.0 W14X22 1275 11.25 0.0 0.0 7.8 50.0 W8X1052 13.25 107.1 0.0 41.4 50.0 W14X22 1210 18.85 0.4 0.0 16.0 50.0 W8X10 413 19.65 0.5 0.0 16.2 50.0 W8X10 53 24.60 418.3 0.0 152.9 50.0 W24X55 28

19 19.00 0.5 0.0 16.0 50.0 W8X10 416 24.60 419.5 0.0 152.9 50.0 W24X55 2833 18.00 0.4 0.0 15.8 50.0 W8X10 427 24.60 405.6 0.0 150.8 50.0 W24X55 2637 24.60 404.1 0.0 151.7 50.0 W24X55 6, 12, 1072 18.75 0.4 0.0 16.0 50.0 W8X10 461 9.75 0.0 0.0 7.8 50.0 W8X1042 9.75 59.4 0.0 23.5 50.0 W12X14 860 29.00 421.7 0.0 153.7 50.0 W21X50 36, 36

Appendix C

Beam SummaryRAM Steel v8.1DataBase: CY_Analysis 01/29/05 16:45:05Building Code: IBC Steel Code: ASD 9th Ed.

Bm # Length +M -M Seff Fy Beam Size Studs47 9.75 46.4 0.0 17.7 50.0 W10X12 668 9.75 60.5 0.0 23.5 50.0 W12X14 876 11.25 0.0 0.0 7.8 50.0 W8X1053 9.75 57.9 0.0 23.5 50.0 W12X14 873 18.75 0.4 0.0 16.0 50.0 W8X10 463 9.75 0.0 0.0 7.8 50.0 W8X1043 12.25 94.0 0.0 41.3 50.0 W14X22 1262 29.00 403.4 0.0 147.2 50.0 W21X48 33, 3348 12.25 73.3 0.0 27.5 50.0 W12X16 1069 12.25 95.6 0.0 41.3 50.0 W14X22 1277 11.25 0.0 0.0 7.8 50.0 W8X1054 12.25 91.5 0.0 41.3 50.0 W14X22 129 18.85 0.4 0.0 16.0 50.0 W8X10 4

14 19.65 0.5 0.0 16.2 50.0 W8X10 54 14.75 168.2 0.0 61.8 50.0 W16X26 26

20 19.00 0.5 0.0 16.0 50.0 W8X10 415 19.75 294.6 0.0 108.2 50.0 W21X44 2234 18.00 0.4 0.0 15.8 50.0 W8X10 426 14.75 163.4 0.0 60.6 50.0 W16X26 2538 13.25 134.8 0.0 53.8 50.0 W16X26 1574 18.75 0.4 0.0 16.0 50.0 W8X10 466 9.75 0.0 0.0 7.8 50.0 W8X1044 10.00 62.5 0.0 23.5 50.0 W12X14 865 12.50 0.0 0.0 7.8 50.0 W8X1049 10.00 48.8 0.0 18.8 50.0 W10X12 864 16.50 0.3 0.0 15.6 50.0 W8X10 456 10.00 63.6 0.0 23.5 50.0 W12X14 878 11.25 0.0 0.0 7.8 50.0 W8X1055 10.00 60.9 0.0 23.5 50.0 W12X14 87 5.75 0.0 0.0 7.8 50.0 W8X108 13.10 0.0 0.0 7.8 50.0 W8X10

21 19.65 0.5 0.0 16.2 50.0 W8X10 522 16.50 0.3 0.0 15.6 50.0 W8X10 424 4.00 43.0 0.0 16.6 50.0 W10X12 2, 2

* after Size denotes beam failed stress/capacity criteria.# after Size denotes beam failed deflection criteria.u after Size denotes this size has been assigned by the User.

Page 2/2Appendix C

Description Crew Daily Output Ext. Labor Hours Quantity Unit Ext. Total Incl O&P

Structural concrete, in place, slab on grade, 6" thick, includes textured finish only C14G 2,600.00 155.100 7,050.00 S.F. $17,905.87C.I.P. concrete forms, elevated slab, flat plate, plywood, 15' to 20' high, includes shoring, erecting, stripping and cleaning C2 495.00 368.600 3,800.00 S.F. $16,567.92C.I.P. concrete forms, elevated slab, floor, hung from steel beams, 1 use, includes shoring, erecting, stripping and cleaning C2 485.00 321.750 3,250.00 S.F. $15,989.35C.I.P. concrete forms, slab on grade, edge, wood, to 6" high, 4 use, includes erecting, stripping and cleaning C1 600.00 26.500 500.00 L.F. $1,094.92C.I.P. concrete forms, wall, job built, plywood, exterior, over 16' high, 1 use, includes erecting, stripping and cleaning C2 235.00 1,607.520 7,880.00 SFCA $70,517.25Welded wire fabric, sheets, 6 x 6 - W1.4 x W1.4 (10 x 10) 21 lb. per C.S.F., A185 2

R d35.00 6.444 14.10 C.S.F. $430.01

Structural concrete, in place, column, square, avg reinforcing, 16" x 16", includes forms(4 uses), reinforcing steel, and finishing C14A 12.55 365.953 23.00 C.Y. $24,146.32Structural concrete, in place, column, square, avg reinforcing, 24" x 24", includes forms(4 uses), reinforcing steel, and finishing C14A 17.70 56.465 5.00 C.Y. $3,975.35Structural concrete, in place, elevated slab, flat slab, 125 psf superimposed load, 30' span, includes forms(4 uses), reinforcing steel, and fi i hi

C14B 51.00 1,386.860 340.00 C.Y. $119,015.30Structural concrete, in place, elevated slab, floor fill, 6" slab, includes finishing C8 2,575.00 155.100 7,050.00 S.F. $20,444.65Structural concrete, in place, slab on grade, 6" thick, includes textured finish only C14G 2,600.00 155.100 7,050.00 S.F. $17,905.87Structural concrete, in place, slab on grade, 8" thick, includes textured finish only C14G 2,325.00 169.200 7,050.00 S.F. $22,419.85Structural concrete, placing, column, square or round, with crane and bucket, 18" thick, excludes material C7 55.00 28.798 25.00 C.Y. $1,341.76Structural concrete, placing, column, square or round, with crane and bucket, 24" thick, excludes material C7 70.00 39.102 40.00 C.Y. $1,824.27Structural concrete, placing, elevated slab, with crane and bucket, 6" to 10" thick, excludes material C7 110.00 111.350 185.00 C.Y. $5,100.72Structural concrete, placing, slab on grade, with crane and bucket, over 6" thick, excludes material C7 145.00 84.490 185.00 C.Y. $3,909.43Structural concrete, placing, walls, with crane and bucket, 15" thick, excludes material C7 95.00 227.400 306.00 C.Y. $10,498.35Control joint, concrete floor slab, sawcut in green concrete, 2" depth C27 1,600.00 4.000 400.00 L.F. $156.03Concrete finishing, walls, float finish, 1/16" thick 1 Cefi 300.00 135.000 5,000.00 S.F. $4,599.50Column, structural, 2-tier, W12x87, A36 steel, incl shop primer, splice plates, bolts E2 985.00 10.260 180.00 L.F. $10,619.91Column, structural, 2-tier, W12x120, A36 steel, incl shop primer, splice plates, bolts E2 960.00 18.792 324.00 L.F. $25,757.79Structural steel member, 100-ton project, 1 to 2 story building, W12x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 880.00 1.536 24.00 L.F. $515.99Structural steel member, 100-ton project, 1 to 2 story building, W14x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 990.00 2.280 40.00 L.F. $840.04Structural steel member, 100-ton project, 1 to 2 story building, W16x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 1,000.00 2.240 40.00 L.F. $840.00Structural steel member, 100-ton project, 1 to 2 story building, W18x35, A36 steel, shop fabricated, incl shop primer, bolted connections E5 960.00 4.482 54.00 L.F. $1,538.94Structural steel member, 100-ton project, 1 to 2 story building, W21x50, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,075.00 4.875 65.00 L.F. $2,405.01Structural steel member, 100-ton project, 1 to 2 story building, W24x62, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,100.00 18.144 252.00 L.F. $11,213.95Structural steel member, 100-ton project, 1 to 2 story building, W30x99, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,200.00 3.216 48.00 L.F. $3,215.98Structural steel member, 100-ton project, 1 to 2 story building, W30x116, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,150.00 4.140 60.00 L.F. $4,650.02Structural steel member, 100-ton project, 1 to 2 story building, W36x230, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,125.00 40.896 576.00 L.F. $85,248.03Crane Rental 12.00 Day $60,000.00Crane Mobilization & Demobilization 1.00 LS $ 60,000.00Scaffolding Rental 1.00 Monthly $ 114,000.00

Total 5,515.59 $738,688.38

Original Detailed Structural Estimate of CourtyardAppendix D

Description Crew Daily Output Quantity Unit Ext. Total Incl O&PStructural concrete, in place, slab on grade, 6" thick, includes textured finish only C14G 2,600.00 7,050.00 S.F. $17,905.87C.I.P. concrete forms, slab on grade, edge, wood, to 6" high, 4 use, includes erecting, stripping and cleaning C1 600.00 500.00 L.F. $1,094.92C.I.P. concrete forms, wall, job built, plywood, exterior, over 16' high, 1 use, includes erecting, stripping and cleaning C2 235.00 7,880.00 SFCA $70,517.25Welded wire fabric, sheets, 6 x 6 - W1.4 x W1.4 (10 x 10) 21 lb. per C.S.F., A185 2 Rodm 35.00 14.10 C.S.F. $430.01Structural concrete, in place, elevated slab, flat slab, 125 psf superimposed load, 30' span, includes forms(4 uses), reinforcing steel, and finishing C14B 51.00 340.00 C.Y. $119,015.30Structural concrete, in place, elevated slab, floor fill, 6" slab, includes finishing C8 2,575.00 7,050.00 S.F. $20,444.65Structural concrete, in place, slab on grade, 6" thick, includes textured finish only C14G 2,600.00 7,050.00 S.F. $17,905.87Structural concrete, in place, slab on grade, 8" thick, includes textured finish only C14G 2,325.00 7,050.00 S.F. $22,419.85Structural concrete, in place, elevated slab, flat slab, 125 psf superimposed load, 30' span, includes forms(4 uses), reinforcing steel, and finishing C14B 51.00 200.00 C.Y. $79,662.00Structural concrete, placing, elevated slab, pumped, 6" to 10" thick, excludes material C20 160.00 200.00 C.Y. $4,739.90Structural concrete, placing, walls, pumped, 15" thick, excludes material C20 120.00 306.00 C.Y. $9,694.08Control joint, concrete floor slab, sawcut in green concrete, 2" depth C27 1,600.00 400.00 L.F. $156.03Concrete finishing, walls, float finish, 1/16" thick 1 Cefi 300.00 5,000.00 S.F. $4,599.50Column, structural, 2-tier, W12x87, A36 steel, incl shop primer, splice plates, bolts E2 985.00 180.00 L.F. $10,619.91Column, structural, 2-tier, W12x120, A36 steel, incl shop primer, splice plates, bolts E2 960.00 324.00 L.F. $25,757.79Structural steel member, 100-ton project, 1 to 2 story building, W12x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 880.00 24.00 L.F. $515.99Structural steel member, 100-ton project, 1 to 2 story building, W14x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 990.00 40.00 L.F. $840.04Structural steel member, 100-ton project, 1 to 2 story building, W16x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 1,000.00 40.00 L.F. $840.00Structural steel member, 100-ton project, 1 to 2 story building, W18x35, A36 steel, shop fabricated, incl shop primer, bolted connections E5 960.00 54.00 L.F. $1,538.94Structural steel member, 100-ton project, 1 to 2 story building, W21x50, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,075.00 65.00 L.F. $2,405.01Structural steel member, 100-ton project, 1 to 2 story building, W24x62, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,100.00 252.00 L.F. $11,213.95Structural steel member, 100-ton project, 1 to 2 story building, W30x99, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,200.00 48.00 L.F. $3,215.98Structural steel member, 100-ton project, 1 to 2 story building, W30x116, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,150.00 60.00 L.F. $4,650.02Structural steel member, 100-ton project, 1 to 2 story building, W36x230, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,125.00 576.00 L.F. $85,248.03Weld shear connector, 3/4" dia x 4-7/8" L E10 1,025.00 2,000.00 Ea. $3,399.00Column, structural, 2-tier, W10x45, A36 steel, incl shop primer, splice plates, bolts E2 1,025.00 12.50 L.F. $492.18Structural steel member, 100-ton project, 1 to 2 story building, W10x12, A36 steel, shop fabricated, incl shop primer, bolted connections E2 600.00 36.00 L.F. $625.68Structural steel member, 100-ton project, 1 to 2 story building, W10x33, A36 steel, shop fabricated, incl shop primer, bolted connections E2 550.00 363.00 L.F. $12,406.25Structural steel member, 100-ton project, 1 to 2 story building, W10x49, A36 steel, shop fabricated, incl shop primer, bolted connections E2 550.00 12.50 L.F. $585.34Structural steel member, 100-ton project, 1 to 2 story building, W12x14, A36 steel, shop fabricated, incl shop primer, bolted connections E2 880.00 59.50 L.F. $971.61Structural steel member, 100-ton project, 1 to 2 story building, W12x22, A36 steel, shop fabricated, incl shop primer, bolted connections E2 880.00 25.00 L.F. $563.61Structural steel member, 100-ton project, 1 to 2 story building, W14x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 990.00 77.00 L.F. $1,924.81Structural steel member, 100-ton project, 1 to 2 story building, W16x26, A36 steel, shop fabricated, incl shop primer, bolted connections E2 1,000.00 114.00 L.F. $2,844.70Structural steel member, 100-ton project, 1 to 2 story building, W8x10, A36 steel, shop fabricated, incl shop primer, bolted connections E2 600.00 491.00 L.F. $7,777.44Metal decking, steel, non-cellular, composite, galvanized, 2" D, 18 ga E4 3,375.00 7,050.00 S.F. $13,105.95Structural steel member, 100-ton project, 1 to 2 story building, W18x40, A36 steel, shop fabricated, incl shop primer, bolted connections E5 960.00 101.50 L.F. $3,808.38Structural steel member, 100-ton project, 1 to 2 story building, W21x44, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,075.00 20.00 L.F. $803.55Structural steel member, 100-ton project, 1 to 2 story building, W21x50, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,075.00 104.00 L.F. $4,636.06Structural steel member, 100-ton project, 1 to 2 story building, W24x55, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,100.00 100.00 L.F. $4,816.35Structural steel member, 100-ton project, 1 to 2 story building, W24x62, A36 steel, shop fabricated, incl shop primer, bolted connections E5 1,100.00 26.50 L.F. $1,422.08Sprayed Mineral Fiber or cementitious for fireproofing 1" thick on flat decking G2 7,050.00 S.F. $17,625.00Structural concrete, placing, slab on grade, pumped, over 6" thick, excludes material C20 185.00 140.00 C.Y. $2,871.33Crane Rental 25.00 Day $125,000.00Crane Mobilization & Demobilization 1.00 LS $ 60,000.00Scaffolding Rental 1.00 Monthly $ 0.00

Total $781,110.21

Redesigned Detailed Structural Estimate of Courtyard

Appendix D

Activity ID Activity Name OriginalDuration

Start Finish

A1000 Excavate 30 14-Feb-05 25-Mar-05A1010 Pour Pile Caps 35 14-Feb-05 01-Apr-05A1040 Place Rebar 35 28-Mar-05 13-May-05A1020 Pour Wall Foundations 30 04-Apr-05 13-May-05A1030 Form Wall 25 11-Apr-05 13-May-05A1050 Erect Scaffold for Pour 1 - 4 3 16-May-05 18-May-05A1060 Wall Pour 1 1 19-May-05 19-May-05A1070 Wall Pour 2 1 20-May-05 20-May-05A1080 Wall Pour 3 1 23-May-05 23-May-05A1170 Move Scaffold for Pour 5-6 1 23-May-05 23-May-05A1090 Wall Pour 4 1 24-May-05 24-May-05A1100 Wall Pour 5 1 25-May-05 25-May-05A1180 Move Scaffold for Pour 7-8 1 25-May-05 25-May-05A1110 Wall Pour 6 1 26-May-05 26-May-05A1120 Wall Pour 7 1 27-May-05 27-May-05A1190 Move Scaffold for Pours 9 - 10 1 27-May-05 27-May-05A1130 Wall Pour 8 1 30-May-05 30-May-05A1140 Wall Pour 9 1 31-May-05 31-May-05A1200 Move Scaffold for Pour 11 1 31-May-05 31-May-05A1150 Wall Pour 10 1 01-Jun-05 01-Jun-05A1160 Wall Pour 11 1 02-Jun-05 02-Jun-05A1360 Remove Scaffolding 3 03-Jun-05 07-Jun-05A1210 Mobilize Crane 1 08-Jun-05 08-Jun-05A1380 Form Columns 1-7 2 08-Jun-05 09-Jun-05A1220 Erect Steel 10 09-Jun-05 22-Jun-05A1390 Place Rebar for Columns 1-7 2 10-Jun-05 13-Jun-05A1400 Pour Columns 1-7 1 14-Jun-05 14-Jun-05A1410 Form Columns 8-14 2 15-Jun-05 16-Jun-05A1420 Place Rebar for Columns 8-14 2 17-Jun-05 20-Jun-05A1430 Pour Columns 8-14 1 21-Jun-05 21-Jun-05A1440 Form Columns 15-21 2 22-Jun-05 23-Jun-05A1230 Demobilize Crane 1 23-Jun-05 23-Jun-05A1450 Place Rebar Columns 15-21 2 24-Jun-05 27-Jun-05A1460 Pour Columns 15-21 1 28-Jun-05 28-Jun-05A1470 Form Columns 22-29 2 29-Jun-05 30-Jun-05A1480 Place Rebar Columns 22-29 2 01-Jul-05 04-Jul-05A1490 Pour Columns 22-29 1 05-Jul-05 05-Jul-05A1240 Erect Scaffold in East 1/3 of CY 5 06-Jul-05 12-Jul-05A1250 Form Deck 3 13-Jul-05 15-Jul-05A1260 Pour East 1/3 1 18-Jul-05 18-Jul-05A1270 Cure Time 1 19-Jul-05 19-Jul-05A1280 Move Scaffold to Middle 1/3 4 20-Jul-05 25-Jul-05A1290 Form Deck for Middle 1/3 3 26-Jul-05 28-Jul-05A1300 Pour Middle 1/3 1 29-Jul-05 29-Jul-05A1310 Cure Time 1 01-Aug-05 01-Aug-05A1320 Move Scaffold for West 1/3 4 02-Aug-05 05-Aug-05A1330 Form Deck for West 1/3 3 08-Aug-05 10-Aug-05A1340 Pour West 1/3 1 11-Aug-05 11-Aug-05A1350 Cure Time 1 12-Aug-05 12-Aug-05A1370 Remove Scaffold 5 15-Aug-05 19-Aug-05A1500 Fireproof Steel 5 22-Aug-05 26-Aug-05

31 07 14 21 28 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19February 2005 March 2005 April 2005 May 2005 June 2005 July 2005 August 2005 September 2005

ExcavatePour Pile Caps

Place RebarPour Wall FoundationsForm Wall

Erect Scaffold for Pour 1 - 4Wall Pour 1Wall Pour 2

Wall Pour 3Move Scaffold for Pour 5-6Wall Pour 4Wall Pour 5Move Scaffold for Pour 7-8Wall Pour 6Wall Pour 7Move Scaffold for Pours 9 - 10

Wall Pour 8Wall Pour 9Move Scaffold for Pour 11Wall Pour 10Wall Pour 11

Remove ScaffoldingMobilize CraneForm Columns 1-7

Erect SteelPlace Rebar for Columns 1-7Pour Columns 1-7

Form Columns 8-14Place Rebar for Columns 8-14Pour Columns 8-14

Form Columns 15-21Demobilize Crane

Place Rebar Columns 15-21Pour Columns 15-21

Form Columns 22-29Place Rebar Columns 22-29Pour Columns 22-29

Erect Scaffold in East 1/3 of CYForm Deck

Pour East 1/3Cure Time

Move Scaffold to Middle 1/3Form Deck for Middle 1/3Pour Middle 1/3

Cure TimeMove Scaffold for West 1/3

Form Deck for West 1/3Pour West 1/3Cure Time

Remove ScaffoldFireproof Steel

Actual WorkRemaining WorkCritical Remaining WorkMilestone

Summary TASK filter: All Activities

Appendix E


Start Finish

A1000 Excavate 30 14-Feb-05 25-Mar-05A1010 Pour Pile Caps 35 14-Feb-05 01-Apr-05A1040 Place Rebar 35 28-Mar-05 13-May-05A1020 Pour Wall Foundations 30 04-Apr-05 13-May-05A1030 Form Wall 25 11-Apr-05 13-May-05A1050 Erect Scaffold for Pour 1 - 4 3 16-May-05 18-May-05A1060 Wall Pour 1 1 19-May-05 19-May-05A1070 Wall Pour 2 1 20-May-05 20-May-05A1080 Wall Pour 3 1 23-May-05 23-May-05A1170 Move Scaffold for Pour 5-6 1 23-May-05 23-May-05A1090 Wall Pour 4 1 24-May-05 24-May-05A1100 Wall Pour 5 1 25-May-05 25-May-05A1180 Move Scaffold for Pour 7-8 1 25-May-05 25-May-05A1110 Wall Pour 6 1 26-May-05 26-May-05A1120 Wall Pour 7 1 27-May-05 27-May-05A1190 Move Scaffold for Pours 9 - 10 1 27-May-05 27-May-05A1130 Wall Pour 8 1 30-May-05 30-May-05A1140 Wall Pour 9 1 31-May-05 31-May-05A1200 Move Scaffold for Pour 11 1 31-May-05 31-May-05A1150 Wall Pour 10 1 01-Jun-05 01-Jun-05A1160 Wall Pour 11 1 02-Jun-05 02-Jun-05A1360 Remove Scaffolding 3 03-Jun-05 07-Jun-05A1210 Mobilize Crane 1 08-Jun-05 08-Jun-05A1220 Erect Steel 20 09-Jun-05 06-Jul-05A1240 Place Metal Deck 1 07-Jul-05 07-Jul-05A1230 Demobilize Crane 1 08-Jul-05 08-Jul-05A1260 Pour East 1/3 2 11-Jul-05 12-Jul-05A1300 Pour Middle 1/3 2 13-Jul-05 14-Jul-05A1340 Pour West 1/3 2 15-Jul-05 18-Jul-05A1350 Fireproof Steel 10 19-Jul-05 01-Aug-05

31 07 14 21 28 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19February 2005 March 2005 April 2005 May 2005 June 2005 July 2005 August 2005 September 2005

ExcavatePour Pile Caps

Place RebarPour Wall FoundationsForm Wall

Erect Scaffold for Pour 1 - 4Wall Pour 1Wall Pour 2

Wall Pour 3Move Scaffold for Pour 5-6Wall Pour 4Wall Pour 5Move Scaffold for Pour 7-8Wall Pour 6Wall Pour 7Move Scaffold for Pours 9 - 10

Wall Pour 8Wall Pour 9Move Scaffold for Pour 11Wall Pour 10Wall Pour 11

Remove ScaffoldingMobilize Crane

Erect SteelPlace Metal DeckDemobilize Crane

Pour East 1/3Pour Middle 1/3

Pour West 1/3Fireproof Steel



Appendix E

Appendix F

Appendix G

Appendix H

Appendix I

Appendix J

Tuttle & Bailey DRAWINGSUBMITTAL

JOB NAME: ________________________ LOCATION: ________________________ ARCHITECT: _______________________ ENGINEER: ________________________ CONTRACTOR: ____________________

SUBMITTED BY:

DATE: AUGUST '02

DRAWING NUMBER: SD-7550

IDV - INDUCTION TERMINAL UNIT

BASE UNIT

STANDARD FEATURES: 1. 22 GAUGE GALVANIZED STEEL CASING CONSTRUCTION 2. ROUND INLET COMPATIBLE WITH NOMINAL RIGID AND FLEX DUCT CONNECTIONS 3. VENTURI PLENUM LINED WITH THE iNSULGUARG LINER 4. SLIP AND DRIVE DISCHARGE CONNECTION 5. PATENTED FLO-CROSS MULTIPOINT FLO SENSOR 6. DAMPER SHAFT WITH DELRIN BEARINGS AND POSITION INDICATOR 7. PRIMARY JET DAMPER CASING, 16 GAGE GALVANIZED STEEL 8. PRIMARY JET DAMPER BLADE, 6063-T5 ALUMINUM 9. INDUCTION DAMPER 20 GAGE GALVANIZED STEEL. 10. RIGHT OR LEFT HAND CONFIGURATIONS AVAILABLE (RIGHT HAND SHOWN)

SD-7550-7-22-02WWW.TUTTLEANDBAILEY.COM

UNIT SIZE A

14

16

18

22

21 184710 250 - 1400 13 18

400 - 2350

500 - 300014

12 16 1859

CFM RANGE MIN TO MAX

45 - 250

70 - 400

100 - 500

140 - 750

175 - 1000

5

7

8

6

4 39

L

10 18

H

18 18

W

16 18

10 11 78

LINER OPTIONS: 1

2" DUAL DENSITY NO FIBERS EXPOSED

13 12

14 18

15 14

3 7 8 8 5 8

9 14

7 12

B C D TRANSFORMER 120V / 24V 208V / 24V 240V / 24V 277V / 24V 480V / 24V

39

39

39

39

59

10 18

10 18

10 18

10 18

16 18

14

14

16

22

7 12

7 12

7 12

7 12

13 12

8 5 8

8 5 8

9 14

4 7 8

6 7 8

7 7 8

9 7 8

11 78

13 78

5 7 8

25 18

25 18

18 18

16 18

16 18

ACCESSORIES: CONTROL ENCLOSURE DISC. SWITCH DUSTTIGHT SEAL HANGER BKT MANUAL LOCKING QUADRANT INDUCTION DAMPER

L

W

A

C

D

4

DISCHARGE VIEW

PLAN VIEW

INLET VIEW

SIDE VIEW

SLIP ANDDRIVE

3

DAMPERACCESS

PANEL

H B12.25

17.825

CONTROLENCLOSURE

OPTIONAL

6.5

DAMPERBLADE

Appendix K

Sec

tion

Dem

and

Req

uire

men

tsAr

eaC

once

ntra

tion

OA

per P

erso

nSp

ace

Late

nt L

oads

Spac

e Se

nsib

le L

oads

QL

QS

SF(P

eopl

e/10

00 S

F)C

FMB

TU/h

rB

TU/h

rW

est W

ing

Firs

t Flo

or22

000

6015

200

250

2640

0033

0000

Wes

t Win

g Se

cond

Flr

2200

060

1520

025

026

4000

3300

00W

est W

ing

Base

men

t22

000

475

275

7837

545

375

Tota

l Vol

ume

OA

Hum

idity

Rat

ion

Con

ditio

ned

Air D

ew P

oint

Con

ditio

ned

Air D

ew P

oint

T CA

T CA "C

old"

T CA "N

eutra

l"C

FMgr

ams/

lblb

/lb?F

?F?F

Wes

t Win

g Fi

rst F

loor

1980

019

.32

51.5

80.

0107

61.4

6270

Wes

t Win

g Se

cond

Flr

1980

019

.32

51.5

80.

0107

61.4

6270

Wes

t Win

g Ba

sem

ent

3300

61.4

6270

Ter

min

al U

nit

Siz

ing

"Neu

tral"

Air

"Col

d" A

irTs

p =

7470

DB

62

Qca

= 1

.085

Voa

(Tsp

- Tc

a)B

TU/h

rB

TU/h

rQ

ca S

econ

d Fl

r WW

8593

225

7796

Qca

Firs

t Flr

WW

8593

225

7796

Qca

Bsm

t WW

1432

242

966

Qtu

= Q

s - Q

caB

TU/h

rB

TU/h

rQ

tu S

econ

d Fl

r WW

2440

6872

204

Qtu

Firs

t Flr

WW

2440

6872

204

Qtu

Bsm

t WW

3105

324

09

Vtu

= Q

tu/[1

.085

*(Ts

p-Ts

a)]

CFM

CFM

Vtu

Sec

ond

Flr W

W24

994

7394

Vtu

Firs

t Flr

WW

2499

473

94V

tu B

smt W

W31

8024

7

18 T

erm

inal

Uni

ts p

er W

ing

1389

cfm

per

uni

t

Appendix L

DemoAir Flow (CFM) 1750Typical Duct 16 x 14

Current Opening Size 750 x 565in Inches 31 x 24Current Typical Duct 30 x 22Difference in Duct 14 8Less Demolition 14 8Less Demo per Chase (Ft^3) 10.11Less Demo per Riser (Ft^3) 30.33(2 Ducts thru 1st flr, 1 thru 2nd)Total for Section (Ft^3) 546Total for Bldg (Ft^3) 4368Total quantity with Heapage 4805# Less Dumpsters of Demo 50 # of Wheelbarrels 1201(96 ft^3 capacity) (4 ft^3 capacity)

Time to load and empty 1 wheelbarrelDemo to run to FPIU's 18 x 16 20 minutes (cycle)

manhours (wheelbarrel) 400Demolition (ft^3) 2Demo per riser 4Total for section 72Total for bldg 576 # of Wheelbarrels 1043Plus Heapage 633.6 4 ft^3 capacity

97843.2Net Demo Savings 4171 manhours (wheelbarrel) 348Net Dumpster Savings 43 Labor Cost/ MH (moving mat'l)$27.0096 ft^3 capacity Labor Cost / Ft^3 of Demo $0.21

Labor Savings (wheelbarrel) $9,385Labor Savings (Demo) $796

Material savingsDuct material 14 x 8SF of Material per LF of Duct 1.556SF of Insulation per LF of Duct 1.556Linear feet of Duct per chase 13Total per Riser 39Duct Mat'l Savings per Riser 60.67 Duct Labor / Lb $1.47 Duct Mat'l / SF $3.83Insulation Mat'l Savings per Riser 60.67 Insul Labor / Lb $0.30 Insul Mat'l / SF $3.56Total Savings per Section (Duct) 1092Total Savings per Section (Insul) 1092Total for Bldg (Duct) 8736 Labor Savings (Duct) $143,830 Materials Savings (Duct) $33,459Total for Bldg (Insulation) 8736 Labor Savings (Insul) $29,353 Materials Savings (Insul) $31,100

Total Labor Savings $173,182 Total Mat'l Savings $64,559

Appendix L

Added Piping4 pipe systemaverage - 1/2" pipelinear feet of pipe per unit 13linear feet per riser 39total LF per riser 156LF per section 2808LF for entire bldg 22464 Pipe Labor / LF $4.20 Pipe Mat'l / LF $6.80

Total Labor Cost $94,349 Total Mat'l Cost $152,755

SteelSteel per Riser C 12 x 7

# of Riser not requiring steel 22

LF of Steel 26

Total per Section 572 Cost / Riser (Bolts-Labor) $28.89 Cost/Riser (Bolts-Mat'l) $20.43

Total for Bldg 4576 Cost /LF (Labor) $2.35 Cost / LF (Mat'l) $15.00

Total Savings (Labor) $15,838 Total Savings (Mat'l) $72,236

Induction UnitsUnits per floor 18Units per section 40Total units for Bldg 320 Cost / Unit (Labor) $154.00 Cost / Unit (Mat'l) $550.00

Total Cost (Labor) $49,280 Total Cost (Mat'l) $175,998

Appendix L

Are

a o

f S

avin

gs

Am

ou

nt

Un

itM

at'l

Co

stM

at'l

Su

bL

abo

r C

ost

Lab

or

Su

bT

ota

l Co

st p

er U

nit

To

tal C

ost

Dem

oliti

on37

92C

F$0

.00

$0.0

0$0

.21

$796

.32

$0.2

1$7

96.3

2C

artin

g D

emo

348

MH

$0.0

0$0

.00

$27.

00$9

,396

.00

$27.

00$9

,396

.00

Duc

twor

k97

843

Lb$3

.83

$374

,738

.69

$1.4

7$1

43,8

29.2

1$5

.30

$518

,567

.90

Duc

t Ins

ulat

ion

8736

SF

$3.5

6$3

1,10

0.16

$0.3

0$2

,620

.80

$3.8

6$3

3,72

0.96

Stee

l C12

x745

76LF

$15.

00$6

8,64

0.00

$2.3

5$1

0,75

3.60

$17.

35$7

9,39

3.60

Bol

ts15

84E

a$2

.27

$3,5

95.6

8$3

.21

$5,0

84.6

4$5

.48

$8,6

80.3

2M

at'l

Sav

ing

s$4

78,0

74.5

3L

abo

r S

avin

gs

$172

,480

.57

To

tal S

avin

gs

$650

,555

.10

Are

as o

f N

ew C

ost

Indu

ctio

n U

nits

320

Ea

$550

.00

$176

,000

.00

$154

.00

$49,

280.

00$7

04.0

0$2

25,2

80.0

0Pi

ping

2246

4LF

$6.8

0$1

52,7

55.2

0$4

.20

$94,

348.

80$1

1.00

$247

,104

.00

Mat

'l C

ost

$328

,755

.20

Lab

or

Co

st$1

43,6

28.8

0T

ota

l New

Co

st$4

72,3

84.0

0

Net

Sav

ing

s$1

78,1

71.1

0

Appendix M


Start Finish

A1000 Layout Chases 2 22-Mar-05 23-Mar-05A1010 Cut Chase Openings 4 24-Mar-05 29-Mar-05A1020 Widen Chases to Proper Dimensions 20 30-Mar-05 26-Apr-05A1030 Walk chases 1-5 w/ Engineer 1 27-Apr-05 27-Apr-05A1070 Engineer Designs fixes for 1-5 5 28-Apr-05 04-May-05A1110 Owner Issues PCN for chases 1-5 2 05-May-05 06-May-05A1040 Walk chases 6-10 w/Engineer 1 05-May-05 05-May-05A1080 Engineer Designs fixes for 6-10 5 06-May-05 12-May-05A1150 Fabrication & Delivery of Steel # 1-5 5 09-May-05 13-May-05A1050 Walk chases 11-15 w/ Engineer 1 13-May-05 13-May-05A1120 Owner Issues PCN for chases 6-10 2 13-May-05 16-May-05A1190 Install Steel Chases 1-5 5 16-May-05 20-May-05A1090 Engineer Designs Fixes for 11-15 5 16-May-05 20-May-05A1160 Fabrication & Delivery of Steel # 6-10 5 17-May-05 23-May-05A1230 Install Ductwork chases 1-5 4 23-May-05 26-May-05A1060 Walk chases 16-20 w/ Engineer 1 23-May-05 23-May-05A1130 Owner Issues PCN for chases 11-15 2 23-May-05 24-May-05A1100 Engineer Designs fixes for 16-20 5 24-May-05 30-May-05A1200 Install Steel Chases 6-10 5 24-May-05 30-May-05A1170 Fabrication & Delivery of Steel # 11... 5 25-May-05 31-May-05A1310 Close-In Inspection # 1-5 1 27-May-05 27-May-05A1270 Frame & Hang Drywall # 1-5 3 30-May-05 01-Jun-05A1240 Install Ductwork chases 6-10 4 31-May-05 03-Jun-05A1140 Owner Issues PCN for chases 16-20 2 31-May-05 01-Jun-05A1210 Install Steel Chases 11-15 5 01-Jun-05 07-Jun-05A1350 Plaster Chases 1-5 5 02-Jun-05 08-Jun-05A1180 Fabrication & Delivery of Steel # 16... 5 02-Jun-05 08-Jun-05A1320 Close-In Inspection # 6-10 1 06-Jun-05 06-Jun-05A1280 Frame & Hang Drywall # 6-10 3 07-Jun-05 09-Jun-05A1250 Install Ductwork chases 11-15 4 08-Jun-05 13-Jun-05A1220 Install Steel Chases 16-20 5 09-Jun-05 15-Jun-05A1360 Plaster Chases 6-10 5 10-Jun-05 16-Jun-05A1330 Close-In Inspection # 11-15 1 14-Jun-05 14-Jun-05A1290 Frame & Hang Drywall # 11-15 3 15-Jun-05 17-Jun-05A1260 Install Ductwork chases 16-20 4 16-Jun-05 21-Jun-05A1370 Plaster Chases 11-15 5 20-Jun-05 24-Jun-05A1340 Close-In Inspection # 16-20 1 22-Jun-05 22-Jun-05A1300 Frame & Hang Drywall # 16-20 3 23-Jun-05 27-Jun-05A1380 Plaster Chases 16-20 5 28-Jun-05 04-Jul-05A1390 Paint 4 05-Jul-05 08-Jul-05A1400 Fitout Chases 3 11-Jul-05 13-Jul-05

31 07 14 21 28 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12February 2005 March 2005 April 2005 May 2005 June 2005 July 2005 August 2005 ember 2005

Layout ChasesCut Chase Openings

Widen Chases to Proper DimensionsWalk chases 1-5 w/ Engineer

Engineer Designs fixes for 1-5Owner Issues PCN for chases 1-5

Walk chases 6-10 w/EngineerEngineer Designs fixes for 6-10Fabrication & Delivery of Steel # 1-5Walk chases 11-15 w/ Engineer

Owner Issues PCN for chases 6-10Install Steel Chases 1-5Engineer Designs Fixes for 11-15

Fabrication & Delivery of Steel # 6-10Install Ductwork chases 1-5

Walk chases 16-20 w/ EngineerOwner Issues PCN for chases 11-15

Engineer Designs fixes for 16-20Install Steel Chases 6-10Fabrication & Delivery of Steel # 11-15

Close-In Inspection # 1-5Frame & Hang Drywall # 1-5

Install Ductwork chases 6-10Owner Issues PCN for chases 16-20

Install Steel Chases 11-15Plaster Chases 1-5Fabrication & Delivery of Steel # 16-20


Install Ductwork chases 11-15Install Steel Chases 16-20Plaster Chases 6-10


Install Ductwork chases 16-20Plaster Chases 11-15


Plaster Chases 16-20Paint

Fitout Chases



Appendix N

Alternative Schedule Classic Schedule Layout 26-Mar-05 12:53Activity ID Activity Name Original

DurationStart Finish

A1000 Layout Chases 2 22-Mar-05 23-Mar-05A1010 Cut Chase Openings 4 24-Mar-05 29-Mar-05A1020 Widen Chases to Proper Dimensi... 5 30-Mar-05 05-Apr-05A1030 Walk chases 1-5 w/ Engineer 1 06-Apr-05 06-Apr-05A1420 Install Piping Chases 6-10 5 06-Apr-05 12-Apr-05A1070 Engineer Designs fixes for 1-5 5 07-Apr-05 13-Apr-05A1240 Install Ductwork chases 6-10 4 13-Apr-05 18-Apr-05A1430 Install Piping Chases 11-15 5 13-Apr-05 19-Apr-05A1110 Owner Issues PCN for chases 1-5 2 14-Apr-05 15-Apr-05A1150 Fabrication & Delivery of Steel # ... 5 18-Apr-05 22-Apr-05A1320 Close-In Inspection # 6-10 1 19-Apr-05 19-Apr-05A1460 Install Induction Units 6-10 2 19-Apr-05 20-Apr-05A1250 Install Ductwork chases 11-15 4 20-Apr-05 25-Apr-05A1280 Frame & Hang Drywall # 6-10 3 20-Apr-05 22-Apr-05A1440 Install Piping Chases 16-20 5 20-Apr-05 26-Apr-05A1190 Install Steel Chases 1-5 5 25-Apr-05 29-Apr-05A1360 Plaster Chases 6-10 5 25-Apr-05 29-Apr-05A1330 Close-In Inspection # 11-15 1 26-Apr-05 26-Apr-05A1470 Install Induction Units 11-15 2 26-Apr-05 27-Apr-05A1260 Install Ductwork chases 16-20 4 27-Apr-05 02-May-05A1290 Frame & Hang Drywall # 11-15 3 27-Apr-05 29-Apr-05A1370 Plaster Chases 11-15 5 02-May-05 06-May-05A1410 Install Piping Chases 1-5 5 02-May-05 06-May-05A1340 Close-In Inspection # 16-20 1 03-May-05 03-May-05A1480 Install Induction Units 16-20 2 03-May-05 04-May-05A1300 Frame & Hang Drywall # 16-20 3 04-May-05 06-May-05A1230 Install Ductwork chases 1-5 4 09-May-05 12-May-05A1380 Plaster Chases 16-20 5 09-May-05 13-May-05A1310 Close-In Inspection # 1-5 1 13-May-05 13-May-05A1450 Install Induction Units 1-5 2 13-May-05 16-May-05A1270 Frame & Hang Drywall # 1-5 3 16-May-05 18-May-05A1350 Plaster Chases 1-5 5 19-May-05 25-May-05A1390 Paint 4 26-May-05 31-May-05A1400 Fitout Chases 3 01-Jun-05 03-Jun-05

14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 5ch 2005 April 2005 May 2005 June 2005 July 2005 August 2005 September 2005 October 2005 November 2005 005

Layout ChasesCut Chase Openings

Widen Chases to Proper DimensionsWalk chases 1-5 w/ Engineer

Install Piping Chases 6-10Engineer Designs fixes for 1-5

Install Ductwork chases 6-10Install Piping Chases 11-15

Owner Issues PCN for chases 1-5Fabrication & Delivery of Steel # 1-5

Close-In Inspection # 6-10Install Induction Units 6-10

Install Ductwork chases 11-15Frame & Hang Drywall # 6-10

Install Piping Chases 16-20Install Steel Chases 1-5Plaster Chases 6-10


Install Ductwork chases 16-20Frame & Hang Drywall # 11-15

Plaster Chases 11-15Install Piping Chases 1-5


Frame & Hang Drywall # 16-20Install Ductwork chases 1-5Plaster Chases 16-20Close-In Inspection # 1-5

Install Induction Units 1-5Frame & Hang Drywall # 1-5

Plaster Chases 1-5Paint

Fitout Chases



© Primavera Systems, Inc. Page 1 of 1

Appendix N

Bre

akdo

wn

of P

oint

s fo

r Edu

catio

nal F

acili

ties

Ow

ner

City

Sta

teC

ount

ryLE

ED R

atin

gSi

tes

Wat

erEn

ergy

&

Atm

osph

ere

Mat

eria

ls &

R

esou

rces

IAQ

Cer

tifie

d P

roje

cts

Mou

nt H

olyo

ke C

olle

geSo

uth

Had

ley

MA

US

Cer

tifie

d4

24

69

Ste

tson

Uni

vers

ityD

eLan

dFL

US

Cer

tifie

d5

25

38

Baca

Com

mun

ity S

choo

lPr

ewitt

NM

US

Cer

tifie

d8

43

24

Juni

ata

Col

lege

Penn

Tow

nshi

pP

AU

SC

ertif

ied

65

63

6Th

e M

ark

Twai

n H

ouse

& M

useu

mH

artfo

rdC

TU

SC

ertif

ied

63

46

7M

ount

Hol

yoke

Col

lege

Sout

h H

adle

yM

AU

SC

ertif

ied

82

27

6El

k R

iver

Sch

ool D

istri

ctZi

mm

erm

anM

NU

SC

ertif

ied

42

103

7U

.S. G

ener

al S

ervi

ces

Adm

inis

tratio

nBa

ltim

ore

MD

US

Cer

tifie

d6

25

67

City

of S

an J

ose

San

Jos

eC

AU

SC

ertif

ied

41

56

10Le

ahy

Cen

ter F

or L

ake

Cha

mpl

ain

Burli

ngto

nV

TU

SC

ertif

ied

54

54

10Fo

rest

Hills

Sch

ool D

istri

ctA

daM

IU

SC

ertif

ied

94

14

9O

ld D

omin

ion

Uni

vers

ityN

orfo

lkV

AU

SC

ertif

ied

52

47

10U

nive

rsity

of A

rkan

sas

Faye

ttevi

lleA

RU

SC

ertif

ied

53

76

6C

erti

fied

Avg

5.9

2.8

4.5

4.5

7.5

Cer

tifi

ed M

edia

n6.

02.

05.

04.

07.

0C

erti

fied

Std

Dev

1.8

1.3

2.3

1.7

1.9

Silv

er P

roje

cts

LEED

Rat

ing

Site

sW

ater

Ener

gy &

At

mos

pher

eM

ater

ials

&

Res

ourc

esIA

Q

Nor

th C

lack

amas

Sch

ool D

istri

ctC

lack

amas

OR

US

Silv

er6

110

65

City

of S

urre

ySu

rrey

BC

CA

Silv

er6

47

58

Cen

tral C

olle

gePe

llaIA

US

Silv

er9

45

29

Emor

y U

nive

rsity

Atla

nta

GA

US

Silv

er7

45

311

Arlin

gton

Pub

lic S

choo

ls, A

rling

ton

Cou

nty

Arlin

gton

VA

US

Silv

er8

34

611

Geo

rgia

Inst

itute

of T

echn

olog

yA

tlant

aG

AU

SSi

lver

93

26

10C

arne

gie

Mel

lon

Uni

vers

ityP

ittsb

urgh

PA

US

Silv

er5

27

713

Uni

vers

ity o

f Was

hing

ton

Taco

ma

WA

US

Silv

er8

15

97

Silv

er A

vg7.

32.

85.

65.

59.

3S

ilver

Med

ian

7.5

3.0

5.0

6.0

9.5

Silv

er S

td D

ev1.

51.

32.

42.

22.

5

Appendix O

Go

ld P

roje

cts

LEED

Rat

ing

Site

sW

ater

Ener

gy &

At

mos

pher

eM

ater

ials

&

Res

ourc

esIA

Q

Inst

itute

of E

coTo

uris

mSe

dona

AZ

US

Gol

d7

19

810

Uni

vers

ity o

f Flo

rida-

Gai

nesv

ille C

ampu

sG

aine

sville

FLU

SG

old

94

96

8Ire

dell

- Sta

tesv

ille S

choo

lsSt

ates

ville

NC

US

Gol

d9

44

612

Ford

Mot

or C

ompa

nyD

earb

orn

MI

US

Gol

d12

54

49

Furm

an U

nive

rsity

Gre

envi

lleS

CU

SG

old

104

86

9Is

land

Woo

dBa

inbr

idge

Isla

ndW

AU

SG

old

95

47

12E

cotru

stPo

rtlan

dO

RU

SG

old

84

510

9H

anov

er P

ublic

Sch

ool D

istri

ctH

anov

erP

AU

SG

old

54

107

11S

PN

HF

Con

cord

NH

US

Gol

d7

515

57

Go

ld A

vg8.

44.

07.

66.

69.

7G

old

Med

ian

9.0

4.0

8.0

6.0

9.0

Go

ld S

td D

ev2.

01.

23.

71.

71.

7

Pla

tin

um

Pro

ject

sLE

ED R

atin

gSi

tes

Wat

erEn

ergy

&

Atm

osph

ere

Mat

eria

ls &

R

esou

rces

IAQ

Aud

ubon

Soc

iety

E Lo

s An

gele

sC

AU

SPl

atin

um10

515

612

Appendix O

Pat

ent

Off

ice

Bu

ildin

g L

EE

D E

stim

ate

yes

nom

aybe

Cre

dit N

umbe

rC

redi

t Nam

eP

oint

sR

emar

ks

YN

M

85

1Su

stai

nabl

e Si

tes

14 P

oint

s

1P

rere

q 1

Ero

sion

& S

edim

enta

tion

Con

trol

Req

uire

d

1C

redi

t 1Si

te S

elec

tion

1U

rban

Site

1C

redi

t 2D

evel

opm

ent

Den

sity

1U

rban

Site

1C

redi

t 3B

row

nfie

ld R

edev

elop

men

t1

1C

redi

t 4.1

Alte

rnat

ive

Tra

nspo

rtat

ion,

Pub

lic T

rans

port

atio

n A

cces

s1

Bus

& M

etro

Rou

tes

1C

redi

t 4.2

Alte

rnat

ive

Tra

nspo

rtat

ion,

Bic

ycle

Sto

rage

& C

hang

ing

Roo

ms

1

1C

redi

t 4.3

Alte

rnat

ive

Tra

nspo

rtat

ion,

Alte

rnat

ive

Fuel

Veh

icle

s1

1C

redi

t 4.4

Alte

rnat

ive

Tra

nspo

rtat

ion,

Par

king

Cap

acity

and

Car

pool

ing

1Pa

rkin

g C

apac

ity D

ecre

ased

1C

redi

t 5.1

Red

uced

Site

Dis

turb

ance

, Pro

tect

or

Res

tore

Ope

n Sp

ace

1

1C

redi

t 5.2

Red

uced

Site

Dis

turb

ance

, Dev

elop

men

t Foo

tpri

nt1

1C

redi

t 6.1

Stor

mw

ater

Man

agem

ent,

Rat

e an

d Q

uant

ity1

1C

redi

t 6.2

Stor

mw

ater

Man

agem

ent,

Tre

atm

ent

1

1C

redi

t 7.1

Lan

dsca

pe &

Ext

erio

r D

esig

n to

Red

uce

Hea

t Is

land

s, N

on-R

oof

1L

ight

Sto

ne1

Cre

dit 7

.2L

ands

cape

& E

xter

ior

Des

ign

to R

educ

e H

eat

Isla

nds,

Roo

f1

Cop

per

Roo

fing

1C

redi

t 8L

ight

Pol

luti

on R

educ

tion

1

YN

M5

00

Wat

er E

ffic

ienc

y5

Poin

ts

1C

redi

t 1.1

Wat

er E

ffic

ient

Lan

dsca

ping

, Red

uce

by 5

0%1

No

Irrig

atio

n In

stal

led

1C

redi

t 1.2

Wat

er E

ffic

ient

Lan

dsca

ping

, No

Pota

ble

Use

or

No

Irrig

atio

n1

No

Irrig

atio

n In

stal

led

1C

redi

t 2In

nova

tive

Was

tew

ater

Tec

hnol

ogie

s1

Rea

sona

ble

1C

redi

t 3.1

Wat

er U

se R

educ

tion,

20%

Red

uctio

n1

Rea

sona

ble

1C

redi

t 3.2

Wat

er U

se R

educ

tion,

30%

Red

uctio

n1

Rea

sona

ble

YN

M11

42

Ene

rgy

& A

tmos

pher

e17

Poi

nts

1P

rere

q 1

Fun

dam

enta

l Bui

ldin

g Sy

stem

s C

omm

issi

onin

gR

equi

red

1P

rere

q 2

Min

imum

Ene

rgy

Perf

orm

ance

Req

uire

d

1P

rere

q 3

CF

C R

educ

tion

in H

VA

C&

R E

quip

men

tR

equi

red

82

Cre

dit 1

Opt

imiz

e E

nerg

y Pe

rfor

man

ce1

to 1

0Im

prov

emen

ts f

rom

pre

viou

s en

ergy

use

~ 4

0%?

1C

redi

t 2.1

Ren

ewab

le E

nerg

y, 5

%1

1C

redi

t 2.2

Ren

ewab

le E

nerg

y, 1

0%1

1C

redi

t 2.3

Ren

ewab

le E

nerg

y, 2

0%1

1C

redi

t 3A

ddit

iona

l Com

mis

sion

ing

1R

easo

nabl

e1

Cre

dit 4

Ozo

ne D

eple

tion

1R

easo

nabl

e1

Cre

dit 5

Mea

sure

men

t &

Ver

ifica

tion

1R

easo

nabl

e1

Cre

dit 6

Gre

en P

ower

1

YN

M4

72

Mat

eria

ls &

Res

ourc

es13

Poi

nts

1P

rere

q 1

Stor

age

& C

olle

ctio

n of

Rec

ycla

bles

Req

uire

d

Appendix P

1C

redi

t 1.1

Bui

ldin

g R

euse

, Mai

ntai

n 75

% o

f E

xist

ing

Shel

l1

Reu

se S

hell

1C

redi

t 1.2

Bui

ldin

g R

euse

, Mai

ntai

n 10

0% o

f Sh

ell

1R

euse

She

ll1

Cre

dit 1

.3B

uild

ing

Reu

se, M

aint

ain

100%

She

ll &

50%

Non

-She

ll1

1C

redi

t 2.1

Con

stru

ctio

n W

aste

Man

agem

ent,

Div

ert 5

0%1

1C

redi

t 2.2

Con

stru

ctio

n W

aste

Man

agem

ent,

Div

ert 7

5%1

1C

redi

t 3.1

Res

ourc

e R

euse

, Spe

cify

5%

1R

esto

re/R

euse

His

toric

al M

ater

ials

1C

redi

t 3.2

Res

ourc

e R

euse

, Spe

cify

10%

1

1C

redi

t 4.1

Rec

ycle

d C

onte

nt, S

peci

fy 5

% (

post

-con

sum

er +

½ p

ost-i

ndus

trial

)1

Rea

sona

ble

1C

redi

t 4.2

Rec

ycle

d C

onte

nt, S

peci

fy 1

0% (

post

-con

sum

er +

½ p

ost-i

ndus

trial

)1

1C

redi

t 5.1

Loc

al/R

egio

nal M

ater

ials

, 20%

Man

ufac

ture

d Lo

cally

1

1C

redi

t 5.2

Loc

al/R

egio

nal M

ater

ials

, of

20%

Abo

ve, 5

0% H

arve

sted

Loc

ally

1

1C

redi

t 6R

apid

ly R

enew

able

Mat

eria

ls1

1C

redi

t 7C

erti

fied

Woo

d1

YN

M9

60

Indo

or E

nvir

onm

enta

l Qua

lity

15 P

oint

s

1P

rere

q 1

Min

imum

IA

Q P

erfo

rman

ceR

equi

red

1P

rere

q 2

Env

iron

men

tal T

obac

co S

mok

e (E

TS)

Con

trol

Req

uire

d1

Cre

dit 1

Car

bon

Dio

xide

(C

O2

) Mon

itor

ing

1R

easo

nabl

e1

Cre

dit 2

Ven

tila

tion

Eff

ecti

vene

ss1

1C

redi

t 3.1

Con

stru

ctio

n IA

Q M

anag

emen

t P

lan,

Dur

ing

Con

stru

ctio

n1

Nec

essa

ry A

lread

y1

Cre

dit 3

.2C

onst

ruct

ion

IAQ

Man

agem

ent

Pla

n, B

efor

e O

ccup

ancy

11

Cre

dit 4

.1L

ow-E

mitt

ing

Mat

eria

ls, A

dhes

ives

& S

eala

nts

11

Cre

dit 4

.2L

ow-E

mitt

ing

Mat

eria

ls, P

aint

s1

Rea

sona

ble

1C

redi

t 4.3

Low

-Em

ittin

g M

ater

ials

, Car

pet

1R

easo

nabl

e1

Cre

dit 4

.4L

ow-E

mitt

ing

Mat

eria

ls, C

ompo

site

Woo

d &

Agr

ifib

er1

Rea

sona

ble

1C

redi

t 5In

door

Che

mic

al &

Pol

luta

nt S

ourc

e C

ontr

ol1

Rea

sona

ble

1C

redi

t 6.1

Con

trol

labi

lity

of S

yste

ms,

Per

imet

er1

1C

redi

t 6.2

Con

trol

labi

lity

of S

yste

ms,

Non

-Per

imet

er1

1C

redi

t 7.1

The

rmal

Com

fort

, Com

ply

with

ASH

RA

E 5

5-19

921

Rea

sona

ble

1C

redi

t 7.2

The

rmal

Com

fort

, Per

man

ent M

onito

ring

Sys

tem

1A

lread

y be

ing

inst

alle

d1

Cre

dit 8

.1D

aylig

ht &

Vie

ws,

Day

light

75%

of

Spac

es1

1C

redi

t 8.2

Day

light

& V

iew

s, V

iew

s fo

r 90%

of S

pace

s1

YN

M2

00

Inno

vati

on &

Des

ign

Pro

cess

5 Po

ints

1C

redi

t 1.1

Inno

vati

on in

Des

ign:

Pro

vide

Spe

cifi

c T

itle

1R

easo

nabl

e1

Cre

dit 1

.2In

nova

tion

in D

esig

n: P

rovi

de S

peci

fic

Titl

e1

Rea

sona

ble

1C

redi

t 1.3

Inno

vati

on in

Des

ign:

Pro

vide

Spe

cifi

c T

itle

1R

easo

nabl

e1

Cre

dit 1

.4In

nova

tion

in D

esig

n: P

rovi

de S

peci

fic

Titl

e1

Rea

sona

ble

1C

redi

t 2L

EE

D™

Acc

redi

ted

Pro

fess

iona

l1

Rea

sona

ble

YN

M39

225

Pro

ject

Tot

als

(pre

-cer

tific

atio

n es

timat

es)

69 P

oint

sL

EE

D C

erti

fied

26-

32 p

oint

s L

eed

Silv

er C

erti

fica

tion

33-

38 p

oint

s, G

old

39-5

1

Appendix P

Appendix A - Pennsylvania State University

Documents

Transcript of Appendix A - Pennsylvania State University