FOR FIELD USE 1 For Field Use IDI...

FOR FIELD USE11/20/2014

11/20/20141 For Field Use IDI JLS

10/13/2014A For Approval IDI JLS

REV. DATE DESCRIPTION BY CHKD BY

OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD

PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD

Pitkin Iron Corporationwww.pitkiniron.com

David Johnston ArchitectsAlbright & Associates

755 Airport RoadGlenwood Springs, CO 81602

Lot 2 – Knollwood

42489 Highway 82, Aspen, CO 81611

Kaegebein Fine Homebuilding

3d View

www.intermountaindetailing.com

JLS21648

3D

M10PL2

_1"X5 4_3

16B3W8X35

4C2HSS4X4X16

___3

17B2W12X22

3D VIEW

7C1W10X49

M10PL2

_1"X5 4_3

M10PL2

_1"X5 4_3

M10PL2

_1"X5 4_3

8C1HSS4X4X4

_1

4C1

HSS

4X4X

16___3

3C2

HSS

4X4X

4_1

7C3HSS6X4X4

_1

1EM2PL2

_1"X4

8C3

HSS

4X4X

16___3

13B2W12X45

12B1

W12X170

14B1W12X35

10C

3H

SS3X

3X4_1

10C

2H

SS4X

4X16___3

17B1W12X26

15M1L3X3X4

_1

13B1W12X58

9C3W8X15

6M1PL4

_1"X4

5B2W12X19

11C

1H

SS3X

3X4_1

18B1W12X22

17B3W10X15

15B1W12X22

15B2W12X22

1EM2PL2

_1"X4

7C2W10X19

2C2HSS7X5X16

___3

6M1PL4

_1"X4

3C1HSS7X5X16

___3

1EM2PL2

_1"X4

2C1W10X19

7C4

HSS

5X5X

16___3

7C4HSS5X5X16

___3

6B2MC10X22

16B1W12X19

11C2HSS3X3X4

_1

16B4W8X15

18B2W12X16

6B1W12X19

6M1PL4

_1"X4

5B1W12X87

8C4HSS3X3X4

_1

9C4W8X15

16B2W10X54

10C1HSS4X3X4

_1

9C1

HSS

3X3X

16___3

9C2

HSS

3X3X

16___3

14B2W12X30

12B2W12X65

1EM1PL2

_1"X5 2_1

6M1PL4

_1"X4

8C2HSS4X4X16

___3


10/14/20142 For Approval IDI JLS





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Anchor Bolt & Embed Plan


JLS21648

AB1

A A

B B

C C

C.1 C.1

D D

E EF F

H H

J JK K

L L

M M

N NP P

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

.1

.1


ANCHOR BOLT & EMBED PLAN

5'-4

28'-72_1

42

17'-0

2_1

12'-7

5'-7

2_1

5'-9

19'-72_1

8'-5

4_310

'-211

'-84_1

30'-4

3'-1

1 4_1

11'-5

4_3

54'-1

2_1

28'-9

2_1

5'-4

3'-8 2'-42_1 10'-0 5'-22

_1

59'-9

60'-112'-7

12'-768'-8

DET. 15AB3

(2) 14" LVL( 99'-114

_1 )

DET. 11AB2

DET. 2AB2

T.O.W. EL +100'-6

T.O.W. EL +100'-6

T.O.W. EL +103'-6

T.O.L. EL +99'-0

8C1 HSS4X

4X4_1

B.O. B

ASE PLATE

EL = 9

9'-11

4_1

PAD FOOTING48"X48( 88'-4 )

5'-7

52_164

_1

3 4_1

16'-84_3

16'-1

1 4_1

17'-7

6

6'-5

6'-1

13'-112_1

T.O.W. EL 99'-94_3

DET. 10AB2

T.O.W. EL +89'-0

T.O.L. EL +99'-0

7C3 HSS6X

4X4_1

B.O. B

ASE PLATE

EL = 9

9'-11

4_1

1EM2EMBEDPL2

_1"X4( 101'-6 )

2C2 HSS7X

5X16___3

B.O. B

ASE PLATE

EL = 8

8'-5 2_1

4C1 HSS4X

4X16___3

B.O. B

ASE PLATE

EL = 8

8'-5 2_1

3C2 HSS4X

4X4_1

B.O. B

ASE PLATE

EL = 8

8'-5 2_18C

3 HSS4X4X

16___3

B.O. B

ASE PLATE

EL = 1

01'-7

2

1'-0

5'-0

4'-0 2'-3

T.O.L. EL +99'-0

2 2

2 6

4 4

4 4

62

26

44

6'-0

4_17'

-84_3

5'-0

13'-1

1

5'-4

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

DET. 4AB2 T.O.W. EL +101'-6

T.O.L. EL +99'-0

T.O.W. EL +100'-8

T.O.W. EL +92'-3

T.O.L. EL +90'-6

T.O.W. EL +101'-6

T.O.L. EL +99'-0

2 4_3

14'-84_3

8'-52_1 4'-3 3'-0

T.O.W. EL 99'-5

7C1 W

10X49

B.O. B

ASE PLATE

EL = 9

9'-6

T.O.L. EL +99'-0

T.O.L. EL +98'-7

24_31'-9

5'-5

5'-6

4_1

2 4_3

5'-0 8'-94_1

622 2_1

(2) 14" LVL( 99'-114

_1 )

(2) 14" LVL( 99'-114

_1 )

DET. 14 DET. 14AB3


13'-0

2_1

5'-7

2_111

'-84_1

16'-9

2_1

10'-94_1 12'-04

_3

22'-10

13'-112_1

DET. 5AB2

T.O.W. EL +101'-0

T.O.W. EL +103'-6 T.O.L. EL +99'-0

T.O.L. EL +99'-6

6B1 W12X19( 99'-94

_3 )5B2 W12X19( 99'-94

_3 )

4C2 HSS4X

4X16___3

B.O. B

ASE PLATE

EL = 8

8'-5 2_1

5B1 W12X87( 99'-94

_3 )

1EM1EMBEDPL2

_1"X5 2_1( 100'-6 )

8C4 HSS3X

3X4_1

B.O. B

ASE PLATE

EL = 1

00'-7

2_1

9C2 HSS3X

3X16___3

B.O. B

ASE PLATE

EL = 1

03'-7

2_1

9C1 HSS3X

3X16___3

B.O. B

ASE PLATE

EL = 1

03'-7

2_1

8C2 HSS4X

4X16___3

B.O. B

ASE PLATE

EL = 1

00'-7

54_1 24

_3

54_1 24

_3

11'-9

4_3

1'-3

2_15'

-6

8

DET. 9AB2

DET. 6AB2

2 2_1

22_1

3'-0

4'-0 2'-3

24_3 34

_1

24_3 34

_1

6 2

DET. 8AB2

T.O.W. EL +99'-10

DET. 7AB2

DET. 1AB2

T.O.W. EL +99'-10

22_1

62

8'-52_1 4'-3 3'-0

6'-1

15'-54_3

1 8_1

2 2

6

16'-6

2_1

4

2'-02_1

T.O.W. EL 99'-94_3

T.O.W. EL +100'-6

DET. 13AB3

DET. 12AB3

DET. 3AB2

T.O.W. EL +99'-10

T.O.W. EL +99'-10

T.O.L. EL +90'-6

T.O.W. EL +92'-3

T.O.W. EL +89'-0

T.O.W. EL +89'-0

T.O.L. EL +99'-0

T.O.L. EL +99'-0

T.O.L. EL +99'-6

T.O.L. EL +99'-6

T.O.L. EL +99'-0T.O.L. EL +99'-0

1EM2EMBEDPL2

_1"X4( 100'-6 )

7C2 W

10X19

B.O. B

ASE PLATE

EL = 1

00'-7


3C1 HSS7X

5X16___3

B.O. B

ASE PLATE

EL = 8

9'-1 2_1


2C1 W

10X19

B.O. B

ASE PLATE

EL = 9

2'-4

2

13'-62_1

4'-1

0 2_1

24_3 34

_1

24_3

4

44

(3) 7 4_1" LVL

( 99'-114_1 )

(3) 14" LVL( 99'-114

_1 )

1'-0

5'-0

8 8_7

4'-7

5'-4

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

44

2 2

4 4

6'-7

8_5

4 4

44

(2) 9 2_1" LVL

( 99'-114_1 )

T.O.W. EL +100'-6

1EM2EMBEDPL2

_1"X4( 92'-3 )

1'-3

2_15'

-616

'-92_1

88

112_1

112_1

112_1 112

_1112_1 112

_1

112_1

112_1

10

10'-62_1 1'-11 10'-62

_1 1'-11

13'-62_1 2'-02

_1 4'-7

DET. 1DET. 1

T.O.W. EL +99'-0

T.O.W. EL +99'-0

T.O.W. EL +98'-0

7C4 HSS5X

5X16___3

B.O. B

ASE PLATE

EL = 9

9'-1 2_1

7C4 HSS5X

5X16___3

B.O. B

ASE PLATE

EL = 9

9'-1 2_1


10/14/20142 For Field Use; Added Epoxy Bolt Details IDI JLS

09/23/20141 For Fabrication (Revised anchor bolt grades.) IDI JLS




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Anchor Bolt & Embed Details & Sections


JLS21648

AB2

3 2_13 2_1

32_1 32

_1(4) 4

_3 X 8 EPOXYTHREADED ROD4" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD

A ADETAIL 1

AB1

4 2_14 2_1

42_1 42

_1(4) 4


A

A

DETAIL 2AB1

1 1

33

35

24_3 24

_3

(4) 2_1 X 8 EPOXY

THREADED ROD4" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD

B

B

DETAIL 3AB1

2 2

1 1

33 2_1

3 2_13

C

C

DETAIL 4AB1

SE

E D

ETA

ILEM

BED

MEN

T

1 2_1G

RO

UT

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

EL

T.O

. CO

NC

RE

TE (S

EE

PLA

N)

EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD

A - A

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1 2_1G

RO

UT

EL

T.O

. CO

NC

RE

TE (S

EE

PLA

N)


B - B

2 4 2 2 4 2

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1G

RO

UT

EL1

01'-6

1P1WASHERPL4

_1"X2x 0'-24- REQ'D( 2 ) THDSTD 2

_1"DIA 3

( 2 ) THDSTD 2_1"DIA 3

1EM2EMBEDPL2

_1"X4x 1'-4

C - C

33 2_1

3 2_13

1 1

(4) 2_1 X 14 EPOXY


D

D

DETAIL 5AB1

33 2_1

3 2_13

1 1

5

54_1 24

_3

1'-4

4_1

1

3 5

88

(4) 2_1 X 14 EPOXY


E

E

DETAIL 6AB1

5

1

88

3 2_13

12_112

_1

15

F

F

DETAIL 7AB1

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1 2_1G

RO

UT

EL

T.O

. CO

NC

RE

TE (S

EE

PLA

N)


D - D

8 8

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1 2_1G

RO

UT

1G

RO

UT

4

1'-5

2_1

EL9

8'-8

4_1E

L100

'-14_3

EL1

03'-6


E - E

8 8

EL9

8'-8

4_1E

L99'

-94_3

1G

RO

UT

24_3 84

_1

1G

RO

UT

EL1

00'-6

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)1P1WASHERPL4

_1"X2x 0'-24- REQ'D

( 2 ) THDSTD 2_1"DIA 32

_1

( 2 ) THDSTD 2_1"DIA 32

_1

1EM1EMBEDPL2

_1"X5 2_1x 0'-11

F - F

33

34

1 1

5

1

5 1

44

(4) 2_1 X 14 EPOXY


G

G

DETAIL 8AB1

1 8_3G

RO

UT

1'-5

2_1

4

EL9

8'-8

4_1E

L100

'-14_3E

L B

.O. B

AS

E P

L (S

EE

PLA

N)

1 2_1G

RO

UT

EL1

00'-6


G - G

5

44

1

53

H

H

DETAIL 9AB1

1 8_3G

RO

UT

1'-5

2_1

EL9

8'-8

4_1E

L100

'-14_3

H - H

DETAIL 10AB1

11

3 42_1 42

_1 3(4) 2


J J

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1 2_1G

RO

UT

EL

T.O

. CO

NC

RE

TE (S

EE

PLA

N)


J - J

11

3 32_1 32

_1 3

2_1

(4) 2_1 X 14 EPOXY


J J

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1 2_1G

RO

UT

EL

T.O

. CO

NC

RE

TE (S

EE

PLA

N)


J - J

DETAIL 11AB1




10/14/20142 For Field Use; Modified details for epoxy bolts; added detai IDI JLS





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Anchor Bolt & Embed Details & Sections


JLS21648

AB3

1 1

33

4

K

K

DETAIL 12AB1

444

EL1

00'-6

1G

RO

UT

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

22

98_168

_7

16___3 TYP.1EM2

EMBEDPL2

_1"X4x 1'-4

1P1WASHERPL4

_1"X2x 0'-21- REQ'D

1P2WASHERPL4

_1"X1 2_1x 0'-23- REQ'D



K - K

43

3

1 1

L

L

DETAIL 13AB1

2 4 4 4 2

68_598

_3

EL9

2'-3

1G

RO

UT

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1EM2EMBEDPL2

_1"X4x 1'-4

1P1WASHERPL4

_1"X2x 0'-21- REQ'D

1P2WASHERPL4

_1"X1 2_1x 0'-23- REQ'D



L - L

33

34

(4) 2_1 X 8 EPOXY


M

M

DETAIL 14AB1

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

1 2_1G

RO

UT

EL

T.O

. CO

NC

RE

TE (S

EE

PLA

N)


M - M

22_1 22

_1

6 2_16 2_1

N

N

DETAIL 15AB1

3 4_3PR

OJ

8 4_1

EMBE

D

1G

RO

UT

EL

B.O

. BA

SE

PL

(SE

E P

LAN

)

EL

T.O

. CO

NC

RE

TE (S

EE

PLA

N)

1AR1ANCHORROD4

_3

x 1'-1 8_5A3076- REQ'D

N - N






OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Main Level Framing Plan


JLS21648

E1

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

.1

.1

A A

B B

C C

C.1 C.1

D D

E EF F

H H

J JK K

L L

M M

N NP P

Q Q

A - A

B - B


3'-8 60'-9 4'-7

MAIN LEVEL FRAMING PLAN5'

-7

3'-8 2'-42_1 22'-52

_1 10'-62_1 7'-12

_1

5'-6

34_1

10'-0

8'-5

4_310

'-211

'-84_1

28'-9

2_1

11'-9

4_3

51'-1

2_1

112_1 112

_1112_1 112

_1

5'-6

28'-52_1

10'-14_1 11'-44

_3

3'-0 12'-7

68'-8

1'-0

12'-7

24_3

7C1

W10

X49

8C1

HSS4X4X

4_1

2C2

HSS7X5X

16___3

8C4

HSS3X3X

4_1

7C4

HSS5X5X

16___3

7C4

HSS5X5X

16___3

6'-3

5'-4

13'-9

2 4_3

5'-4

16'-84_3

17'-7 5'-0 8'-94_1

T.O.W. EL 101'-6

T.O.L. EL 99'-0

T.O.W. EL 100'-8

7C3

HSS6X4X

4_1

4C1

HSS4X4X

16___3

(2) 14" LVL( 99'-114

_1 )

(2) 14" LVL( 99'-114

_1 )

(2) 14" LVL( 99'-114

_1 )

6B1 W12X19( 99'-94

_3 )5B2 W12X19( 99'-94

_3 )

4C2

HSS4X4X

16___3

3C2

HSS4X4X

4_1

8C3

HSS4X4X

16___3

8'-2

1'-0

5'-0

6'-1 4 4T.O.L. EL 99'-0

T.O.W. EL 101'-6

2 2

4 4

6'-0

4_17'

-84_3

3'-1

1 4_1

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

5'-4

1'-3

2_1

6M1PL4

_1"X4

T.O.L. EL 99'-0

14'-84_3

T.O.L. EL 98'-7

T.O.L. EL 99'-0

2 2_1

2 4_3 2 4_3

1'-91'-82_1

6M1PL4

_1"X4

T.O.W. EL 100'-6

22'-10

2 2_1

13'-0

2_1

16'-9

2_1 8

22_1 22

_1

6 2

62

4'-0 2'-3 13'-112_1 8'-52

_1 4'-3

TYP. (4) BM PKTSB B

6M1PL4

_1"X4

6M1PL4

_1"X4

A

A

T.O.W. EL 103'-6

T.O.W. EL 101'-0

T.O.W. EL 99'-94_3

T.O.L. EL 99'-0

5B1 W12X87( 99'-94

_3 )

6B2 MC10X22( 99'-84

_1 )

8C2

HSS4X4X

16___3

5'-1

1 2_12'

-1

5'-4

44

15'-54_3 4

1 8_1

3 8_7 2 4_344

T.O.W. EL 98'-0 T.O.W. EL 99'-0

T.O.W. EL 99'-0

T.O.L. EL 99'-0

T.O.L. EL 99'-0

T.O.W. EL 99'-94_3

T.O.W. EL 92'-3

T.O.W. EL 92'-3

T.O.L. EL 99'-6

T.O.W. EL 99'-94_3

T.O.W. EL 100'-6

7C2

W10

X19

3C1

HSS7X5X

16___3

(3) 14" LVL( 99'-114

_1 )

(3) 7 4_1" LVL

( 99'-114_1 ) 2C

1W

10X19

(2) 9 2_1" LVL

( 99'-114_1 )

26

10

8

4

62

24_3

8'-2

1'-0

5'-0

6'-1

6 8_7

2

4 4

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

5'-4

1'-3

2_1

8

4 4

44

2

2

13'-62_1 2'-02

_1 4'-7

MIN. 4" EMBEDMENT

EL9

9'-8

4_1

(16) 2_1 X 5 2_1 WEDGE_ANC

6B2MC10X22

EL

(SE

E P

LAN

)

1 2_13

8 2_1

6MIN. EMBED

4_1 TYP.

(2) 2_1 X 8 EPOXY


6M1PL4

_1"X4CNTR'D UNDERBEAM




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Upper Level Framing Plan


JLS21648

E2

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

.1

.1

A A

B B

C C

C.1 C.1

D D

E EF F

H H

J JK K

L L

M M

N NP P

Q Q

A - A


1'-104_1 4'-0 4'-0 4'-0 1'-104

_1

24_315'-324

_3

16'-84_3

32_1

UPPER LEVEL FRAMING PLAN

4'-0 2'-3 13'-112_1 8'-52

_1 4'-3 3'-0 12'-7 13'-62_1 2'-02

_1 4'-7

10

5'-6

10'-0

9'-5

7

9'-5

5'-9

4_3

15'-2

4_3

52_1

8'-112'-7

24_3

1'-102_1 12'-52

_1 5'-10

10'-2

5'-6

67'-1

1

3'-0 12'-768'-8

16P1BACKING STRIPPL4

_1"X1

15M1L3X3X4

_1

(3) 14" LVL( 110'-54

_1 )

8C1

HSS4X4X

4_1

10C3

HSS3X3X

4_1

(ABV.)

10C2

HSS4X4X

16___3

(ABV.)

9C3

W8X

15(A

BV.)

(3) 18" LVL( 111'-14

_1 )

7C2

W10

X19

15B1

W12

X22

(112

'-14_3

)

4C1

HSS4X4X

16___3

2C2

HSS7X5X

16___3

3C1

HSS7X5X

16___3

2C1

W10

X19

3C2

HSS4X4X

4_1

8C3

HSS4X4X

16___3

13B2 W12X45( 111'-54

_3 )

11C1

HSS3X3X

4_1

(ABV.)

(2) 14" LVL( 111'-74

_1 )

(2) 9 2_1" LVL

( 111'-74_1 )

8C4

HSS3X3X

4_1

9C4

W8X

15(A

BV.)

9C2

HSS3X3X

16___3

9C1

HSS3X3X

16___3

(2) 1

4" L

VL(1

11'-7

4_1)

12B2 W12X65( 111'-54

_3 )

(3) 1

4" L

VL(1

11'-7

4_1)

(4) 1

4" L

VL(1

11'-7

4_1)

14B2 W12X30( 111'-54

_3 )

(2) 8 4_1" LVL

( 111'-22_1 )

(2) 8 4_1" LVL

( 111'-22_1 )

8C2

HSS4X4X

16___3

16B1

W12

X19

(110

'-18_1

)

(3) 2

x10

(109

'-54_3

)

(2) 8 4_1" LVL

( 111'-22_1 )

(2) 8 4_1" LVL

( 111'-22_1 )

15B2 W12X22( 112'-14

_3 )

16B2 W10X54( 110'-114

_3 )

7C4

HSS5X5X

16___3

7C4

HSS5X5X

16___3

10C1

HSS4X3X

4_1

(ABV.)

11C2

HSS3X3X

4_1

(ABV.)

(2) 1

4" L

VL(1

12'-3

4_1)

10'-0

2 4_3

2 4_3

10'-2

4_35'

-017

'-22_1

32'-5

4_1

64_1 14'-84

_3

16'-64_3 1'-24

_1

412

'-64_3

4'-9

2 4_317

'-34_3

11'-64_3 6'-24

_1

2 17'-9 5'-0 8'-94_1

8'-2

1'-0

5'-0

6'-1

5'-4

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

5'-4

1'-3

2_1

A

A

12B1

W12

X170

(111

'-74_1

)

14B1 W12X35( 111'-54

_3 )

7C1

W10

X49

7C3

HSS6X4X

4_1

16B3 W8X35( 111'-116

___11 )

10

3 4_1

3 2_1

3 4_3

5'-7

2_1

11'-5

4_3

16'-9

2_13'-94

_1 5'-0 5'-92_1 7'-44

_3

24_3 21'-112

_1 24_3

4'-0 2'-3 13'-112_1 8'-52

_1 4'-3

3 8_7

5'-4

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

5'-4

1'-3

2_1

2'-1

17'-2

2_1

6 8_716

'-62_1

1 8_1

2

4'-6 1'-98_3 13'-108

_3

15'-74_3 2

A

A

A

A16P2BACKING STRIPPL4

_1"X1


_1"X1


_1"X1


_1"X1


_1"X1

16B4

W8X

15(1

12'-3

4_1)

13B1

W12

X58

(111

'-54_3

)

4 2 4_35 2 4_3

8'-2

1'-0

5'-0

6'-1

16'-9

2_1

13'-62_1 2'-02

_1 4'-7

4_1

TYP.

4_1

4_1

BACKING STRIPPL4

_1"X1SEE PLAN FOR MK(TYP.)

L4X4X4_1

ERECTION CLIPREMOVE BEFOREWELD OUT




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Roof Framing Plan


JLS21648

E3

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

.1

.1

A A

B B

C C

C.1 C.1

D D

E EF F

H H

J JK K

L L

M M

N NP P

Q Q

AE4

AE4

B

B

B - B


24_3 15'-3 24

_3

18B1

W12

X22

((SL

OPE

S))

17B1 W12X26( 123'-1 )

18B2

W12

X16

((SL

OPE

S))

10C3

HSS3X3X

4_1

(3) 14" LVL( 123'-24

_3 )

10C2

HSS4X4X

16___3

9C3

W8X

15


_1"X1


_1"X1

3C2

HSS4X4X

4_1

11C1

HSS3X3X

4_1

17B3 W10X15( 120'-08

_1 )

9C4

W8X

15


_1"X1


_1"X1

17B2 W12X22( 121'-38

_5 )

10C1

HSS4X3X

4_1 11C2

HSS3X3X

4_1

(3) 14" LVL( 121'-58

_1 )

ROOF FRAMING PLAN

4'-0 2'-3 13'-112_1 8'-52

_1 4'-3 3'-0 12'-7 13'-62_1 2'-02

_1 4'-7

5'-6

3 2_14'

-5

2 4_312

'-64_3

4'-7

4_3

23'-18_5

16'-104_1

5'-6

67'-1

1

3'-0 12'-7

68'-8

2 4_32 4_3

5'-0

17'-2

2_1

2 4_322

'-22_1

4'-1

1 4_3

4'-82_1 6'-54

_3

9'-54_3 11'-24

_1

8'-2

1'-0

5'-0

6'-1

5'-4

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

5'-4

1'-3

2_116

'-92_1

4'-0 2'-3 13'-112_1 8'-52

_1 4'-3

8'-2

1'-0

5'-0

6'-1

5'-4

1'-1

4'-8

2_15'

-22_1

1'-0

1'-5

5'-4

1'-3

2_1

2 4_3

6'-38_3 18'-78

_3

(SIM.)B

B

16'-9

2_1

13'-62_1 2'-02

_1 4'-7

EL1

21'-9

8_1

4_1

4_1

4_1

TYP.

L4X4X4_1

ERECTION CLIPREMOVE BEFOREWELD OUT

BACKING STRIPPL4

_1"X1SEE PLAN FOR MK(TYP.)




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Roof Framing Sections and Details


JLS21648

E4

124'-0"5/8 124'-0"5/8

P

P

A - AE3

F

F

H

H

J

J

K

K

L

L

M

M

N

N


4 _1

1'-2

2'-6(RE: A3.4)

12 _1

2x PLATE

8 _5

SHEATH

ING

18B1W12X22

17B1W12X26

10C

3H

SS3X

3X4_1

(3) 4_3 X 1 4_3 A325N

10C

2H

SS4X

4X16___3

(3) 4_3 X 1 4_3 A325N

(4) 4_3 X 16

___15 A325N

17B3W10X15

(4) 4_3 X 2 A325N

EL1

21'-4

16___13

24_3

12 _1

1 4_1

12

FOR FABRICATION10/14/2014

10/14/20142 For Fabrication; Mixcealleous changes to add epoxy bolts IDI JLS


09/23/20140 For Fabrication IDI JLS



OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Anchor Rods and Embeds


JLS21648

1

BILL OF MATERIALSHIP

MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS

1AR1 6 ROD3/4" 1'-1 5/8" SQ-2 A307

3/4_HEAVY_HEX_NUT6

3/4_USS_WASHER6

1EM1 1 PL1/2"X5 1/2" 0'-11" SQ-2 A36

4 STUD 1/2" DIA 0'-6"

1EM2 3 PL1/2"X4" 1'-4" SQ-2 A36

12 STUD 1/2" DIA 0'-6"

1P1 10 PL1/4"X2" 0'-2" SQ-2 A36

1P2 6 PL1/4"X1 1/2" 0'-2" SQ-2 A36

PL2_1X4 x 1'-4

22

2 24 4 4

NO PAINT

16___3

(4) 2_1 X 0'-6 STUD

1EM2PL2

_1"X4x 1'-4

HOLD

FOR

APPROVAL

5TH

REA

D

1'-0

(RO

D4_3 x

1'-1

8_5 )

31AR1ROD4

_3

x 1'-1 8_5A307

4_3 HEX NUT

4_3 USS FLAT WASHER

2 4_32 4_3

PL2_1X5 2_1 x 11

28_1 28

_124_1 24

_1 24_1

NO PAINT

16___3

(4) 2_1 X 0'-6 STUD

1EM1PL2

_1"X5 2_1x 0'-11

11

PL4_1X2 x 2

11

INSTALLED WHEN ERECTING COLUMN

1P1

1 - 16___9 "Ø

1 1

2_11

PL4_1X1 2_1 x 2

INSTALLED WHEN ERECTING COLUMN

1 - 16___9 "Ø

1P2

3 - EMBED PLATES - 1EM2

6 - ANCHOR RODS - 1AR1

ONE - EMBED PLATE - 1EM1

10 - PLATE WASHERS - 1P1 6 - PLATE WASHERS - 1P2





OPEN HOLES

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ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

2



2C1 1 W10X19 18'-8 3/4" SQ-2 A992

a5 L4X4X1/41 0'-6" A36

p43 PL1/4"X5"2 0'-7" A36

p45 PL1/4"X5"1 0'-7 1/8" A36

p46 PL1/4"X5"1 0'-5" A36

p108 PL3/4"X4"1 1'-2" A36

p113 PL1/4"X5"1 0'-3 5/8" A36

p114 PL1/4"X5"2 0'-5 3/8" A36

2 3/4"Ø A325N BOLT 0'-1 3/4" Workshop

2C2 1 HSS7X5X3/16 23'-8 3/4" SQ-2 A500-GR.B

p2 PL3/4"X12"1 1'-0" A36

p37 PL1/4"X4 5/8"1 0'-6 5/8" A36

p111 PL1/4"X5"6 0'-10" A36

p112 PL1/4"X10"2 0'-3 5/8" A36

p113 PL1/4"X5"2 0'-3 5/8" A36

p114 PL1/4"X5"1 0'-5 3/8" A36

t2 WT4X7.52 0'-6" A992

ONE - COLUMN - 2C1WF 3/8"x

x 1/4"10 1/4"4"

GRID LOCATION BOTTOM ELEVATION

9/H 92'-4"

1 TYP.

EL9

2'-4

EL1

11'-1

2_1

18'-9

2_1 (W10

X19

x 1

8'-8

4_3 )

4_3

12

12

EL9

9'-4

R 8_34_1

TYP.

1 4_1TY

P.2 8_1

TYP.

4_1

4_13

2

4_13

4

6'-1

1 4_1

6'-9

RD

18'-6

4_1

12_1 12

_1

CC

A A

BB

p43 (B/S)PL4

_1"X5x 0'-7

4_1

4_1

(2) 4_3 X 0'-1 4

_3 A325N16___13"ØIN ANGLE& 16

___13 Ø HL'S IN BM WEB

p114 (N/S)PL4

_1"X5x 0'-5 8_3

p114 (N/S)PL4

_1"X5x 0'-5 8_3

p46 (N/S)PL4

_1"X5x 0'-5

p45 (N/S)PL4

_1"X5x 0'-7 8_1

p113PL4

_1"X5x 0'-3 8_5

p108PL4

_3"X4x 1'-2

2C1

Nor

th

SHOP BOLTa5 (F/S)GOL 1"(F/S)L4X4X4

_1

x 0'-6

EL9

9'-1

4_34_1

58_3 116

___3

1 8_1

31

12_1 12

_1

3 12_112

_1

a5L4X4X4

_1

x 0'-6

B - B

11

2

11

12_143322

_1

BOTTOM VIEWp108PL4

_3"X4x 1'-2

4 - 16___11"Ø

A - A

1 2_13 2_1

4_1

3 8_54_1

4_1

1 16___13

1 16___13

38_7

4_1 58

_34_1

216___11216

___11

12_132

_1

4_1

TYP.

4_1 TYP.

4_1

4_1

4_1

p114PL4

_1"X5x 0'-5 8_3

p114PL4

_1"X5x 0'-5 8_3

p46PL4

_1"X5x 0'-5 p45

PL4_1"X5

x 0'-7 8_1

p113PL4

_1"X5x 0'-3 8_5

p43PL4

_1"X5x 0'-7

p43PL4

_1"X5x 0'-7

C - C

ONE - COLUMN - 2C2GRID LOCATION BOTTOM ELEVATION

6/H 88'-5"1/2

10'-3

2_1R

D21

'-11 2_1

EL8

8'-5

2_1E

L112

'-34_1

1 2_11 2_1

3

4_14_3

42_142

_1

23'-9

4_3 (HS

S7X

5X16___3

x 2

3'-8

4_3 )

316___5 316

___5

21'-1

1 2_123

'-310

'-32_1

EL1

10'-5

4_3

34

31 2_1

1 2_13

EE

D D

GG

4_1

16___3

p113 (N/S)PL4

_1"X5x 0'-3 8_5

p114 (F/S)PL4

_1"X5x 0'-5 8_3

p113 (N/S)PL4

_1"X5x 0'-3 8_5

p111 (F/S)PL4

_1"X5x 0'-10

p111 (N/S)PL4

_1"X5x 0'-10

p112 (N/S)PL4

_1"X10x 0'-3 8_5

p111 (F/S)PL4

_1"X5x 0'-10

p111 (N/S)PL4

_1"X5x 0'-10

2C2

Nor

th

p37PL4

_1"X4 8_5x 0'-6 8_5CNTR'D

p2PL4

_3"X12x 1'-0

t2WT4X7.5x 0'-6

t2 (F/S)WT4X7.5x 0'-6

p111 (N/S)PL4

_1"X5x 0'-10

p111 (N/S)PL4

_1"X5x 0'-10

p112 (N/S)PL4

_1"X10x 0'-3 8_5

EL9

8'-9

4_3

4_1

4 2_14 2_1

1 2_11 2_1

912

_1912_1

42_142

_1

BOTTOM VIEW

4 - 1 16___1 "Ø

p2PL4

_3"X12x 1'-0

D - D

4_138

_54_1

4_13 2_1

1 2_1

16___9 316

___1

2 2_15

16___13 6

8_1

22_1

4_1TYP.

t2WT4X7.5x 0'-6

t2WT4X7.5x 0'-6

p112PL4

_1"X10x 0'-3 8_5

p111PL4

_1"X5x 0'-10

p111PL4

_1"X5x 0'-10

p37PL4

_1"X4 8_5x 0'-6 8_5

p113PL4

_1"X5x 0'-3 8_5

E - E

216___11 216

___11

4_1 58

_34_1

16___9 316

___1

4_1

4_138

_5

1 2_13 2_1

4_13 2_1

1 2_1

4_1

TYP.

4_1

TYP.

4_1TYP.

4_1

4_1

p114

p111

p111

p112

p111

p111

p113

G - G





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PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

3



3C1 1 HSS7X5X3/16 20'-10 5/8" SQ-2 A500-GR.B

p20 PL3/4"X5 1/2"1 1'-7 1/2" A36

p35 PL3/4"X9"1 0'-9" A36

p111 PL1/4"X5"2 0'-10" A36

p114 PL1/4"X5"1 0'-5 3/8" A36

3C2 1 HSS4X4X1/4 32'-9 1/8" SQ-2 A500-GR.B

p36 PL1/4"X3 5/8"1 0'-3 5/8" A36

p42 PL1/4"X7"1 0'-3 5/8" A36

p43 PL1/4"X5"2 0'-7" A36

p107 PL3/4"X5"1 1'-5" A36

p111 PL1/4"X5"6 0'-10" A36

p112 PL1/4"X10"3 0'-3 5/8" A36

p113 PL1/4"X5"4 0'-3 5/8" A36

t2 WT4X7.51 0'-6" A992

t4 WT4X7.51 0'-9" A992


7/H 89'-1"1/2

9'-7

2_1R

D

34_3 14

_3

4_34_3

21'-0

8_1 (HS

S7X

5X16___3

x 2

0'-1

0 8_5 )

43

3EL9

8'-9

4_3

EL1

10'-1

8_5E

L89'

-12_1

CC

BB

A A

p111PL4

_1"X5x 0'-10p111

PL4_1"X5

x 0'-10

4_1

4_1

4_1

4_1

16___3

4_1

p114 (N/S)PL4

_1"X5x 0'-5 8_3

p35PL4

_3"X9x 0'-9

p20PL4

_3"X5 2_1x 1'-7 2_1

3C1

Nor

th

14_334

_3

4 2_1

14_3 52

_1 14_3

7 2_11 2_1

p35PL4

_3"X9x 0'-9

B - B

5

11

1 4_31 4_3

2

912_1 3 3 3

BOTTOM VIEW

p20PL4

_3"X5 2_1x 1'-7 2_1

A - A

3 2_11 2_1

4_1 58

_34_1

216___11216

___11 4_1

TYP.

4_1 TYP.

p114PL4

_1"X5x 0'-5 8_3

p111PL4

_1"X5x 0'-10

p111PL4

_1"X5x 0'-10

C - C


3-4/H 88'-5"1/2

EL9

8'-9

4_3E

L110

'-94_3

EL1

10'-5

4_3E

L98'

-94_3

4_13

34

43

4_14

33

4_11 2_1

31 2_1

43

34_1

42_142

_1

10'-3

2_121

'-11 2_1

32'-0

8_3

10'-3

2_1R

D22

'-32_1

30'-1

1 8_7

4_1

4_31 1

FF

EE

D D

p111 (B/S)PL4

_1"X5x 0'-10

p111 (B/S)PL4

_1"X5x 0'-10

p43 (B/S)PL4

_1"X5x 0'-7

p111 (B/S)PL4

_1"X5x 0'-10

4_1

t2WT4X7.5x 0'-6

t4WT4X7.5x 0'-9

p107PL4

_3"X5x 1'-5

p36PL4

_1"X3 8_5x 0'-3 8_5CNTR'D

3C2

Wes

t

p112PL4

_1"X10x 0'-3 8_5

p113PL4

_1"X5x 0'-3 8_5

p42PL4

_1"X7x 0'-3 8_5

p113PL4

_1"X5x 0'-3 8_5

p112PL4

_1"X10x 0'-3 8_5

p113PL4

_1"X5x 0'-3 8_5

p112PL4

_1"X10x 0'-3 8_5

p113PL4

_1"X5x 0'-3 8_5

EL8

8'-5

2_1E

L121

'-38_5

32'-1

0 8_1 (HS

S4X

4X4_1 x

32'

-98_1 )

1 2_11 2_1

33

GG 4_13 8_5

4_1 1 16___13

1 16___13 4_1

3 8_54_1

1 16___13

1 16___13

12_1 32

_14_1

4_1 32

_1 12_1

p113

p112

p111

p111

p113

p112p111

p111

G - G

4

1 1

12_1 12

_12

6 2_11 2_1

33

3

BOTTOM VIEW

p107PL4

_3"X5x 1'-5

D - D

22_1 22

_142

_1 42_1

8_18_1

16___3

4_1TYP.

p36PL4

_1"X3 8_5x 0'-3 8_5

t4WT4X7.5x 0'-9

t2WT4X7.5x 0'-6

E - E

4_1 32

_1 12_112

_1 32_1

4_1

1 16___13

1 16___13 4_1

3 8_54_14_1

3 8_54_1

1 16___13

1 16___13

4_1

TYP.

4_1

TYP.4_1

4_1

TYP.ALL

BOOTS

p113

p42p43

p43 p113

p112

p111

p111F - F





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

4



4C1 1 HSS4X4X3/16 21'-11" SQ-2 A500-GR.B

p32 PL1/2"X7 1/2"1 0'-8" A36

p107 PL3/4"X5"1 1'-5" A36

p111 PL1/4"X5"2 0'-10" A36

p112 PL1/4"X10"1 0'-3 5/8" A36

p113 PL1/4"X5"1 0'-3 5/8" A36

m16 STUD3/4"2 0'-2 1/2" A307-GR.A

3/4_HEAVY_HEX_NUT2

3/4_WASHER2

4C2 1 HSS4X4X3/16 10'-2 3/8" SQ-2 A500-GR.B

p106 PL3/4"X10"1 0'-10" A36

p109 PL1/2"X5"1 0'-10" A36


3-4/H 88'-5"1/2

4

1 1

12_1 12

_12

1 2_16 2_1

33

3

BOTTOM VIEW

p107PL4

_3"X5x 1'-5

A - A

11

EL9

8'-9

4_3

22'-0

4_1 (HS

S4X

4X16___3

x 2

1'-1

1")

4_3

10'-3

2_1R

D

32_1

34

34_1

2_1

EL8

8'-5

2_1E

L110

'-54_3

2 2_116___3

A A

BB

CC

m16 (B/S)

m15 (B/S)

m17 (B/S)

p111 (B/S)PL4

_1"X5x 0'-10

4_1

16___13

4_1

p113PL4

_1"X5x 0'-3 8_5

p112PL4

_1"X10x 0'-3 8_5

p32PL2

_1"X7 2_1x 0'-8

p107PL4

_3"X5x 1'-5

4C1

Wes

t

32_1

612_1

2 4_32 4_3

1 4_15 2_1

1 4_1 p32PL2

_1"X7 2_1x 0'-8

m154_3" HVY HEX NUT

m174_3" HARD WASHER

m16THREADEDSTUD4

_3

x 0'-2 2_1

m154_3" HVY HEX NUT

m174_3" HARD WASHER

m16THREADEDSTUD4

_3

x 0'-2 2_1

B - B

4_132

_112_1

4_13 8_5

4_1

1 16___13

1 16___13

4_1

TYP.

4_1

4_1

p111PL4

_1"X5x 0'-10

p112PL4

_1"X10x 0'-3 8_5

p111PL4

_1"X5x 0'-10

p113PL4

_1"X5x 0'-3 8_5

C - C


2-3/C.1 88'-5"1/2

22_1 22

_1

32_1 32

_1

2_14_3EL8

8'-5

2_1E

L98'

-98_1

10'-3

8_5 (HS

S4X

4X16___3

x 1

0'-2

8_3 )

EE

D D

4_1

4_1

4C2

Wes

t

p109PL2

_1"X5x 0'-10

p106PL4

_3"X10x 0'-10

12_1 7 12

_1

32_1 32

_1

3 2_13 2_1

1 2_11 2_1

7

BOTTOM VIEW

4 - 1 16___1 "Ø

p106PL4

_3"X10x 0'-10

D - D

22_1 22

_1

1 2_17

1 2_1

3 2_13 2_1

p109PL2

_1"X5x 0'-10

E - E





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

5



5B1 1 W12X87 22'-1 1/2" SQ-2 A992

p4 PL1/4"X12"2 1'-0 1/2" A36

p103 PIPE4STD1 0'-4" A53-GR.B

5B2 1 W12X19 11'-4 3/4" SQ-2 A992

p5 PL1/4"X4"1 1'-0 1/8" A36

p34 PL3/8"X8"1 0'-9" A36

p109 PL1/2"X5"1 0'-10" A36

p110 PL1/4"X2"2 0'-11 5/16" A36

ONE - BEAM - 5B1WF 13/16"x

x 1/2"12 1/2"12 1/8"

6 4_1

EL9

9'-9

4_3

4_1

4_1

22'-2 (W12X87 x 22'-12_1)

1'-04_3 3'-04

_3 5'-04_3 7'-04

_3 9'-04_3 11'-04

_3 13'-04_3 15'-04

_3 17'-04_3 19'-04

_3 21'-04_3

3 4_35

20'-84_318'-84

_316'-84_314'-84

_312'-84_344

_110'-84_38'-84

_36'-84_34'-84

_32'-84_384

_3RD

16___3

16___3

16___3

3- SIDESNS & FSTYP.

1 - 4 8_5"Ø

p103PIPE4STDx 0'-4CNTR'D

p4PL4

_1"X12x 1'-0 2_1CNTR'D

p4PL4

_1"X12x 1'-0 2_1CNTR'D

5B1

13 - 16___9 "Ø

NAILER HL'SGA 52

_1

NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:13 - 2

_1 x 0'-3 4_1 CARRIAGE )

11 - 16___9 "Ø

(FIELD BOLTS:11 - 2

_1 x 1'-1 ALLTHRD )


x 1/4"12 1/8"4"

10'-5RD

11'-9 (W12X19 x 11'-44_3)

12_162

_1

22_122

_1

11'-74_1

EL9

9'-9

4_3

1 2_11 2_1

4_1 411'-44

_3

104_1 2'-104

_1 4'-104_1 6'-104

_1 8'-104_1 10'-104

_1

74_3 2'-74

_3 4'-74_3 6'-74

_3 8'-74_3 10'-04

_3 10'-74_310'-114

_3

3 2_15

33

3

p110 (B/S)PL4

_1"X2x 0'-11 16

___5

4_1

4_1

16___3

3- SIDESNS & FS

4_1 3- SIDES

16___3

16___33- SIDES

p34 (N/S)PL8

_3"X8x 0'-9

p109GA 7PL2

_1"X5x 0'-10CNTR'D

p5PL4

_1"X4x 1'-0 8_1CNTR'D

5B2

8 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

8 - 16___9 "Ø

(FIELD BOLTS:8 - 2

_1 x 0'-5 CARRIAGE )

3 - (16___13"x1") SLOTS





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

6



6B1 1 W12X19 10'-8 1/4" SQ-2 A992

p5 PL1/4"X4"1 1'-0 1/8" A36

6B2 1 MC10X22 21'-5" SQ-2 A36

6M1 4 PL1/4"X4" 1'-1" SQ-2 A36


x 1/4"12 1/8"4"

EL9

9'-9

4_3

10'-82_1 (W12X19 x 10'-84

_1)4_1

33

3

72_12

RD2'-72

_1 4'-72_1 6'-72

_1 8'-72_1 10'-02

_1

24_1 2'-24

_1 4'-24_1 6'-24

_1 8'-24_1 10'-24

_1

3 2_15

16___3

3- SIDESNS & FS

p5PL4

_1"X4x 1'-0 8_16B1

8 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

6 - 16___9 "Ø

(FIELD BOLTS:6 - 2


ONE - CHANNEL - 6B2

MC10X22 x 21'-5

EL9

9'-8

4_1

82_1RD 2'-02

_1 3'-42_1 4'-82

_1 6'-02_1 7'-42

_1 8'-82_1 10'-02

_1 11'-42_1 12'-82

_1 14'-02_1 15'-42

_1 16'-82_1 18'-02

_1 19'-42_1 20'-82

_1

82_1 2'-82

_1 4'-82_1 6'-82

_1 8'-82_1 10'-82

_1 12'-82_1 14'-82

_1 16'-82_1 18'-82

_1 20'-82_1

34

6B2

16 - 16___9 "Ø

(FIELD BOLTS:16 - 2

_1 x 0'-5 2_1 WEDGE_ANC )

11 - 16___9 "Ø

(FIELD BOLTS:11 - 2


4 - BEAM POCKET PLATES - 6M1

2 2

PL4_1 X

4 x

1'-1

8 2_13

1 2_1

6M1PL4

_1"X4x 1'-1

2 - 8_5"Ø


2 2_1 2 8_1TY

P.

12

12

1 TYP.

10'-8

4_1R

D

1 4_1TY

P.

4_1TY

P.

EL1

10'-5

2_1E

L99'

-6

10'-1

1 2_1 (W10

X49

x 1

0'-1

0 4_3 )

12_112

_1

4_3

BB

A A

4_1

4_1p129

PL4_3"X10

x 1'-4

7C1

Nor

th

SHOP BOLTa8 (F/S)GOL 216

___9 (F/S)L4X4X4

_1

x 0'-6

(2) 4_3 X 0'-1 4

_3 A325N16___13"ØIN ANGLE& 16


12_1 12

_13

12_112

_1

2 8_51 1

6___7

2 4_3

a8L4X4X4

_1

x 0'-6

52 2_1

2 2_1

2 2_12 2_1

62_162

_1 12_112

_1

BOTTOM VIEW

6 - 16___13"Ø p129

PL4_3"X10

x 1'-4

EL1

00'-7

EL1

11'-1

2_1

10'-6

2_1 (W10

X19

x 1

0'-5

4_3 )

4_1TY

P.

1 4_1TY

P.

2 2_1

12_1 12

_1 TYP.

1 TYP.

4_3

12

12

2 8_1TY

P.

10'-3

4_1R

D

C C

DD

4_1

4_1

(2) 4_3 X 0'-1 4

_3 A325N16___13"ØIN ANGLE& 16


p128PL4

_3"X4x 1'-2

7C2

Nor

thSHOP BOLTa7 (F/S)GOL 1"(F/S)L4X4X4

_1

x 0'-6

1 8_1

31

12_1 12

_1

3 12_112

_1

a7L4X4X4

_1

x 0'-6

11

12

1

3 22_1312

_1 4

BOTTOM VIEWp128PL4

_3"X4x 1'-2

4 - 16___9 "Ø

1 2_12

1 2_1

12_139312

_1

42_142

_1

11

BOTTOM VIEW

4 - 8_5"Ø

p126PL1"X5x 1'-6

3 3

1

EL1

09'-3

4_1

10'-6

(HS

S6X

4X4_1 x

10'

-44_1 )

4_3

EL1

10'-5

4_1E

L99'

-11 4_1

43

34_1

9'-3

RD

42_1 42

_1

E E

FFp136 (B/S)PL4

_1"X5x 0'-10

16___5

4_1

4_1

p126PL1"X5x 1'-6

p135PL4

_1"X10x 0'-5 8_3 p134

PL4_1"X5

x 0'-5 8_3

7C3

Wes

t

p62PL4

_3"X5x 1'-0

2 16___11

2 16___11

42_142

_1

5 8_34_1

4_1

4_1 32

_1 12_1

912_1 12

_1

3 4_31 4_1

1 4_1

4_1

TYP.4_1TYP.

4_1

4_1

4_1

p62

p136

p136

p135

p134

3 2_13 2_1

32_1 32

_1

12_1 7 12

_1

1 2_17

1 2_1

BOTTOM VIEW

p125PL4

_3"X10x 0'-10

4 - 16___15"Ø

12_112

_1

1 4_35 4_1

2_1

8'-1

1 2_1 (HS

S5X

5X16___3

x 8

'-34_1 )

EL9

9'-1

2_1E

L107

'-6

12_1312

_1

4_3

42_142

_1

32_132

_1

8'-4

2_1

G G

4_1

4_1

4_1

p117PL8

_3"X6x 0'-7CNTR'D

p116PL2

_1"X9x 0'-9CNTR'D

7C4

Wes

t

2 - 16___13"Ø

(FIELD BOLTS:2 - 4

_3 x 0'-8 2_1 A307 )

p125PL4

_3"X10x 0'-10

11/03/20141. For Fabrication IDI JLS



OPEN HOLES

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ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

7



7C1 1 W10X49 10'-10 3/4" SQ-2 A992

a8 L4X4X1/41 0'-6" A36

p129 PL3/4"X10"1 1'-4" A36


7C2 1 W10X19 10'-5 3/4" SQ-2 A992

a7 L4X4X1/41 0'-6" A36

p128 PL3/4"X4"1 1'-2" A36


7C3 1 HSS6X4X1/4 10'-4 1/4" SQ-2 A500-GR.B

p62 PL3/4"X5"1 1'-0" A36

p126 PL1"X5"1 1'-6" A36

p134 PL1/4"X5"1 0'-5 3/8" A36

p135 PL1/4"X10"1 0'-5 3/8" A36

p136 PL1/4"X5"2 0'-10" A36

7C4 2 HSS5X5X3/16 8'-3 1/4" SQ-2 A500-GR.B

p116 PL1/2"X9"2 0'-9" A36

p117 PL3/8"X6"2 0'-7" A36

p125 PL3/4"X10"2 0'-10" A36


x 5/16"10"10"


6/N 99'-6"

B - B

A - A


x 1/4"10 1/4"4"


9/M 100'-7"

D - D

C - C


3/M 99'-11"1/4

E - E

F - F

2 - COLUMNS - 7C4GRID LOCATION BOTTOM ELEVATION

9/C.1 99'-1"1/27-8/C.1 99'-1"1/2

G - G





OPEN HOLES

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CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

8



8C1 1 HSS4X4X1/4 10'-5" SQ-2 A500-GR.B

p33 PL1/2"X5"1 0'-10" A36

p67 PL1/4"X8"1 0'-5 3/8" A36

p68 PL1/4"X9"1 0'-5 3/8" A36

p76 PL1/4"X8"2 0'-9" A36

p132 PL3/4"X5"1 1'-4" A36

8C2 1 HSS4X4X3/16 9'-8 3/8" SQ-2 A500-GR.B

p8 PL1"X5 1/2"1 0'-11" A36

p56 PL1/2"X4 1/2"1 1'-0 1/2" A36

p70 PL1/4"X5"1 0'-4 5/8" A36

p71 PL1/4"X6"1 0'-4 5/8" A36

p93 PL1/4"X5"2 0'-6" A36

t1 WT4X7.51 0'-9" A992

8C3 1 HSS4X4X3/16 8'-9" SQ-2 A500-GR.B

p14 PL3/4"X4"1 1'-4" A36

p58 PL1/2"X4"1 1'-2" A36

8C4 1 HSS3X3X1/4 8'-4 1/4" SQ-2 A500-GR.B

p19 PL3/4"X5"1 1'-5" A36

p55 PL1/2"X4"1 0'-6 1/2" A36


6/M 99'-11"1/4

2 16___11

2 16___11

2 2_12 2_1

12_1712

_1

32_132

_1

4_15 8_3

4_1

12_162

_14_1

4_1

TYP.

p33PL2

_1"X5x 0'-10

p76

p76

p68 p67

B - B

32_1 32

_1

37312_1 12

_1

1 2_11 2_1

2

11

BOTTOM VIEW

4 - 8_5"Ø

p132PL4

_3"X5x 1'-4

A - A

32_132

_1

2_14_3

10'-6

4_1 (HS

S4X

4X4_1 x

10'

-5")

9'-7

4_1R

DE

L109

'-74_1

4_13

33

EL1

10'-5

2_1E

L99'

-11 4_1

A A

BB

p76 (B/S)PL4

_1"X8x 0'-9

4_1

4_1

4_1

4_1

4_1

p132PL4

_3"X5x 1'-4

p33PL2

_1"X5x 0'-10

8C1

Wes

t

p68PL4

_1"X9x 0'-5 8_3

p67PL4

_1"X8x 0'-5 8_3


4/B-A 100'-7"

14_1 3 14

_1

12_1 12

_1

3 2_1

31 4_3

6 4_1

BOTTOM VIEW

p8PL1"X5 2

_1

x 0'-11

4 - 16___9 "Ø

C - C

1 2_1

32_1 3

44_344

_3

8'-0

2_1R

D

8'-8

8_1

12_192

_112_1

1 2_1

42_1

4_13

3

EL1

08'-8

2_1

33

4_1

t1WT4X7.5x 0'-9

p56PL2

_1"X4 2_1x 1'-0 2_1

p93PL4

_1"X5x 0'-6

p93PL4

_1"X5x 0'-6

p71PL4

_1"X6x 0'-4 8_5

p70PL4

_1"X5x 0'-4 8_5

4_1

4_148

_5

4 2_1

2 2_14_1

3 2_11 2_1

216___5216

___5

8_1

4_1

TYP.

4_1

4_1

4_1

p70PL4

_1"X5x 0'-4 8_5

p71PL4

_1"X6x 0'-4 8_5

p93PL4

_1"X5x 0'-6

p93PL4

_1"X5x 0'-6

t1WT4X7.5x 0'-9

D - D

12_1

24_1 24

_1

9'-9

8_7 (HS

S4X

4X16___3

x 9

'-88_3 )

EL1

10'-4

8_7E

L100

'-7

DD

C C

4_1

16___5

t1 (N/S)WT4X7.5x 0'-9

p56PL2

_1"X4 2_1x 1'-0 2_1

8C2

Wes

tp8PL1"X5 2

_1

x 0'-11

p93 (F/S)PL4

_1"X5x 0'-6

p93 (F/S)PL4

_1"X5x 0'-6

p71 (F/S)PL4

_1"X6x 0'-4 8_5

p70 (F/S)PL4

_1"X5x 0'-4 8_5


1/H 101'-7"

2 2

EL1

01'-7

EL1

10'-5

4_1

2_14_3

8'-1

0 4_1 (HS

S4X

4X16___3

x 8

'-9")

E E

FF

4_1

4_1

4_1

4_1

16___3

16___3

16___3

16___3

p14PL4

_3"X4x 1'-4

p58PL2

_1"X4x 1'-2

8C3

Wes

t

11

1 2_13

37

1 2_1

2 11

3 2_13 2_1

BOTTOM VIEW

p14PL4

_3"X4x 1'-4

4 - 16___9 "Ø

E - E

2 2

1 2_111

1 2_1

5 2_15 2_1

p58PL2

_1"X4x 1'-2

F - F


4/C 100'-7"1/2

8'-5

2_1 (HS

S3X

3X4_1 x

8'-4

4_1 )

4_32_1

18_118

_1

EL1

09'-1

EL1

00'-7

2_1

HH

G G

4_1

4_1

8C4

Wes

t

p55PL2

_1"X4x 0'-6 2_1

p19PL4

_3"X5x 1'-5

12_1 2 12

_1

33

36 2_1

1 2_1

11

4

BOTTOM VIEW

4 - 8_5"Ø

p19PL4

_3"X5x 1'-5

G - G

3

1 2_15

18_118

_1

8_724

_18_7

p55PL2

_1"X4x 0'-6 2_1

H - H





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

9



9C1 1 HSS3X3X3/16 6'-8 1/8" SQ-2 A500-GR.B

p56 PL1/2"X4 1/2"1 1'-0 1/2" A36

p132 PL3/4"X5"1 1'-4" A36

9C2 1 HSS3X3X3/16 6'-8 7/8" SQ-2 A500-GR.B

p57 PL1/2"X4 1/2"1 1'-0" A36

p132 PL3/4"X5"1 1'-4" A36

9C3 1 W8X15 9'-9 5/16" SQ-1/BEV-1 A992

a3 L4X4X1/41 0'-5 1/2" A36

p50 PL1/2"X4"1 0'-9" A36


9C4 1 W8X15 8'-5 5/8" SQ-1/BEV-1 A992

a3 L4X4X1/41 0'-5 1/2" A36

p50 PL1/2"X4"1 0'-9" A36



2/B-A 103'-7"1/2

4 4_34 4_3

1 2_19 2_1

1 2_1

24_124

_1

p56PL2

_1"X4 2_1x 1'-0 2_1

B - B

212_1 12

_1

37

31 2_1

1 2_1

3 2_13 2_1

11

BOTTOM VIEW

4 - 8_5"Ø

p132PL4

_3"X5x 1'-4

A - A

6'-9

8_3 (HS

S3X

3X16___3

x 6

'-88_1 )

4_32_1

EL1

10'-4

8_7E

L103

'-72_1

24_124

_1

BB

A A

4_1

4_1

9C1

Wes

t

p56PL2

_1"X4 2_1x 1'-0 2_1

p132PL4

_3"X5x 1'-4


2/B 103'-7"1/2

1

EL1

03'-7

2_1E

L110

'-58_5

2_14_3

6'-1

0 8_1 (HS

S3X

3X16___3

x 6

'-88_7 )

C C

DD

4_1

4_1

p132PL4

_3"X5x 1'-4

p57PL2

_1"X4 2_1x 1'-0

9C2

Wes

t

3 2_13 2_1

37

31 2_1

1 2_1

2 12_112

_1

11

BOTTOM VIEW

p132PL4

_3"X5x 1'-4

4 - 8_5"Ø

C - C

5 2_13 4_1

3 4_1

34_1 14

_1

1

2 4_32 4_3

p57PL2

_1"X4 2_1x 1'-0

D - D


x 1/4"8 1/8"4"


6/M 112'-3"1/4

422_1 22

_1

1 8_11 8_1

8_78_7

2 4_1

22

BOTTOM VIEW

p50PL2

_1"X4x 0'-9

E - E

311 8_1

a3L4X4X4

_1

x 0'-5 2_1

F - F

116___5

1 16___9 1 1

6___918_3

EL1

12'-3

4_1E

L122

'-04_3

9'-6

16___11R

D

9'-9

2_1 (W8X

15 x

9'-9

16___5)

1 4_1

1222 _1

12_1

12_1

14_1 14

_3

4 _1

8_7 TYP.

14_1

314_1

2_1

9'-6

8_3

FF

E E

4_1

4_1

p50PL2

_1"X4x 0'-9

9C3

Nor

th

SHOP BOLTa3 (F/S)GOL 1"(F/S)L4X4X4

_1

x 0'-5 2_1(2) 4

_3 X 0'-1 4_3 A325N

16___13"ØIN ANGLE& 16



x 1/4"8 1/8"4"


6/J 112'-3"1/4

116___5

1 16___9 1 1

6___918_3

EL1

20'-9

16___1E

L112

'-34_1

8'-5

16___13 (W

8X15

x 8

'-58_5 )

1 4_1

12

12_1

12_1

8_7 TYP.

2_1

4 _1

22 _1

14_1

314_1

14_314

_1

8'-3

RD

8'-2

16___11

HH

G G

4_1

4_1

(2) 4_3 X 0'-1 4

_3 A325N16___13"ØIN ANGLE& 16


p50PL2

_1"X4x 0'-9

9C4

Nor

th

SHOP BOLTa3 (N/S)GOL 1"(N/S)L4X4X4

_1

x 0'-5 2_1

1 8_1

31

a3L4X4X4

_1

x 0'-5 2_1

H - H

22_122

_1 4

1 8_11 8_1

8_78_7

2 4_1

22

BOTTOM VIEW

p50PL2

_1"X4x 0'-9

G - G


11/03/20142. For Fabrication; Changed cap plate of 10C2 IDI JLS




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

10



10C1 1 HSS4X3X1/4 9'-2 5/8" SQ-2 A500-GR.B

p51 PL1/2"X10"1 0'-10" A36

p52 PL1/2"X4"1 0'-10" A36

m21 STUD3/4"4 0'-2 1/2" A307-GR.A

3/4_HEAVY_HEX_NUT4

3/4_WASHER4

10C2 1 HSS4X4X3/16 10'-4 7/16" SQ-1/BEV-1 A500-GR.B

p33 PL1/2"X5"1 0'-10" A36

pp1 PL1/2"X4"1 0'-10" A36

mm1 STUD3/4"4 0'-2 1/2" A307-GR.A

3/4_WASHER4

3/4_HEAVY_HEX_NUT4

10C3 1 HSS3X3X1/4 11'-10 15/16" SQ-2 A500-GR.B

p49 PL1/2"X8"1 0'-10" A36

p65 PL1/4"X2 5/8"1 0'-2 5/8" A36

p134 PL1/4"X5"1 0'-5 3/8" A36

p135 PL1/4"X10"1 0'-5 3/8" A36

p136 PL1/4"X5"2 0'-10" A36

t3 WT4X7.51 0'-9" A992


6-7/H 110'-11"3/4

3 2_13 2_1

5 2_11 2_1

1 2_17

52_124

_1 24_1

BOTTOM VIEW

p51PL2

_1"X10x 0'-10

A - A

EL1

10'-1

1 4_3E

L120

'-38_3

2_12_1

2 2_116___3

9'-3

8_5 (HS

S4X

3X4_1 x

9'-2

8_5 )

BB

A A

m22 (B/S)4_3" HARD WASHER

m20 (B/S)4_3" HVY HEX NUT

m21 (B/S)4_3" THREADED STUDx 0'-2 2_1

m20 (B/S)

m21 (B/S)

m22 (B/S)

16___3

16___3 16

___13

4_1

4_1

4_1

10C

1N

orth

p51PL2

_1"X10x 0'-10

p52PL2

_1"X4x 0'-10

18_118

_1

8_724

_18_7

1 2_17

1 2_1

3 2_13 2_1

p52PL2

_1"X4x 0'-10

B - B

2.


3/M 111'-7"1/4

2_1

18_1 18

_1

10'-5

4_3 (HS

S4X

4X16___3

x 1

0'-4

16___7)

C C

4_1

mm5

mm2

mm1

p33PL2

_1"X5x 0'-10

pp1PL2

_1"X4x 0'-10

10C

2W

est

EL1

22'-0

2_1E

L111

'-74_1

16___7

10'-4

16___7

2 _1

1 4_1

12

16 ___3

12_1 7 12

_1

316___7 316

___9

DD

16___13TYP.

16___3

16___3

4_1

4_1

pp1PL2

_1"X4x 0'-10

3 2_13 2_1

22_1 22

_1

1 2_17

1 2_1

BOTTOM VIEW

p33PL2

_1"X5x 0'-10

C - C

1 8_11 8_18_7

8_72 4_1

pp1PL2

_1"X4x 0'-10

mm1THREADEDSTUD4

_3

x 0'-2 2_14- REQ'D

mm24_3" HARD WASHER4- REQ'D

mm54_3" HVY HEX NUT4- REQ'D

D - D


3/N 111'-7"1/4

33 2_1

1 2_1

1 4_1

52_1 42

_1

12_1 12

_1

54_3

82_1 12

_1

3 4_31 2_1

6 2_1

314_1314

_1

BOTTOM VIEW

p49PL2

_1"X8x 0'-10

E - E

4

22_1

216___11216

___11

10'-5

RD

11'-1

16___15

1 16___5

1 8_53

3

p134PL4

_1"X5x 0'-5 8_3

p135PL4

_1"X10x 0'-5 8_3

p136PL4

_1"X5x 0'-10

p65PL4

_1"X2 8_5x 0'-2 8_5

t3WT4X7.5x 0'-9

p136PL4

_1"X5x 0'-10

1 4_15 8_3

4_1

2 16___11

2 16___11

8_1

4 2 2_1

12_132

_14_1

4_1

TYP.

p134

p135 p136

p136

t3

F - F

43

34_1

33

1 8_51 1

6___5

10'-5

RD

11'-1

16___15

116___5 116

___5

EL1

22'-0

4_3

4_12_1

11'-1

1 16___11 (H

SS

3X3X

4_1 x 1

1'-1

0 16___15)

EL1

11'-7

4_1E

L123

'-616___15

FF

E E

p136 (B/S)PL4

_1"X5x 0'-10

4_1

4_1

4_1

4_1

4_1

16___3

p134PL4

_1"X5x 0'-5 8_3p135

PL4_1"X10

x 0'-5 8_3

10C

3W

est

p65PL4

_1"X2 8_5x 0'-2 8_5CNTR'D

t3 (F/S)WT4X7.5x 0'-9

p49PL2

_1"X8x 0'-10





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Columns


JLS21648

11



11C1 1 HSS3X3X1/4 7'-7 3/8" SQ-2 A500-GR.B

p54 PL1/2"X8"1 0'-10" A36

p115 PL1/2"X4"1 0'-6 1/2" A36

m21 STUD3/4"2 0'-2 1/2" A307-GR.A

3/4_HEAVY_HEX_NUT2

3/4_WASHER2

11C2 1 HSS3X3X1/4 8'-0 5/8" SQ-2 A500-GR.B

p52 PL1/2"X4"1 0'-10" A36

p115 PL1/2"X4"1 0'-6 1/2" A36

m21 STUD3/4"2 0'-2 1/2" A307-GR.A

3/4_HEAVY_HEX_NUT2

3/4_WASHER2


2-3/H 111'-5"3/4

32_132

_1

1 4_15 2_1

1 4_1

2 4_32 4_3

12_1 7 12

_1

BOTTOM VIEW

p54PL2

_1"X8x 0'-10

A - A

7'-8

8_3 (HS

S3X

3X4_1 x

7'-7

8_3 )

16___32 2_1

EL1

11'-5

4_3E

L119

'-28_1

2_12_1

A A

BB

m21 (B/S)

m20 (B/S)

m22 (B/S)

4_1

16___13

4_1

11C

1W

est

p54PL2

_1"X8x 0'-10

p115PL2

_1"X4x 0'-6 2_1

8_72 4_1

8_7 1 8_11 8_1

12_15

3m204_3" HVY HEX NUT

p115PL2

_1"X4x 0'-6 2_1

m224_3" HARD WASHER

m21THREADEDSTUD4

_3

x 0'-2 2_1

m204_3" HVY HEX NUT

m224_3" HARD WASHER

m21THREADEDSTUD4

_3

x 0'-2 2_1

B - B


7-8/H 112'-1"3/4

71 2_1

1 2_1

18_118

_1

8_7

8_7 24

_1

3 2_13 2_1

BOTTOM VIEW

p52PL2

_1"X4x 0'-10

C - C

8'-1

8_5 (HS

S3X

3X4_1 x

8'-0

8_5 )

16___32 2_1

2_1

2_1

EL1

20'-3

8_3E

L112

'-14_3

C C

DD

m22

m21

m20

m214_3" THREADED STUDx 0'-2 2_1

m204_3" HVY HEX NUT

m224_3" HARD WASHER

4_1

4_1

4_1

16___1316

___3

16___3

p115PL2

_1"X4x 0'-6 2_1

p52PL2

_1"X4x 0'-10

11C

2N

orth

3

51 2_1

8_7 24

_18_7

18_1 18

_1

p115PL2

_1"X4x 0'-6 2_1

D - D


11/03/20142. For Fabrication; Added one stiffener plate at 12B1. IDI JLS




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

12



12B1 1 W12X170 32'-4 5/8" SQ-2 A992

p83 PL1/4"X5 1/2"4 0'-10 3/4" A36

p88 PL1/4"X4 3/4"1 0'-10 13/16" A36

p91 PL1/4"X5 1/2"1 0'-10 13/16" A36

12B2 1 W12X65 22'-4" SQ-2 A992

p86 PL1/4"X6"2 0'-10 13/16" A36

p138 PL1/2"X4"1 0'-9" A36

hs20 HSS3X3X1/41 0'-4" A500-GR.B

2.

ONE - BEAM - 12B1WF 1 9/16"x

x 15/16"14"12 5/8"

3 2 24_1

322

_1 24_1

1 8_72 1

6___15 4 2_13

3

3 - 16___13"Ø

3 - (16___13"x1") SLOTS

p88PL4

_1"X4 4_3x 0'-10 16

___13

p83PL4

_1"X5 2_1x 0'-10 4

_3

B - B

32_1

42_1 42

_1

4_1

4_1

3- SIDESTYP.

p83PL4

_1"X5 2_1x 0'-10 4

_3

p83PL4

_1"X5 2_1x 0'-10 4

_3

A - A

5

2 4_12

3

D - D

2 16___5

6 4_1

22_1 3

3

7 16___13

2 4_1

p91PL4

_1"X5 2_1x 0'-10 16

___13

2 - (16___13"x1") SLOTS

p83PL4

_1"X5 2_1x 0'-10 4

_3

C - C

2 2_13

44_1

44_1

EL1

11'-7

4_1

12_1

7 5

31'-616___722'-12

_117'-08_5RD

22'-2

21'-108_116'-1016

___5

W12X170 x 32'-48_5(-8

_5)

4 4_13

3

22'-108_5 24'-108

_5 26'-108_5 28'-108

_5 30'-108_5 32'-08

_5

4 2_15

DD

C

C

A

A

B

B

p83 (B/S)PL4

_1"X5 2_1x 0'-10 4

_3

p83 (N/S)PL4

_1"X5 2_1x 0'-10 4_3

p91 (F/S)PL4

_1"X5 2_1x 0'-10 16

___13

p88 (F/S)PL4

_1"X4 4_3x 0'-10 16

___13

12B1

2 - 16___13"Ø

GA 9

2 - 16___13"Ø

GA 7"(N/S)3 - 16

___13"Ø

6 - 16___9 "Ø

(FIELD BOLTS:6 - 2


p83 (N/S)PL4

_1"X5 2_1x 0'-10 4

_3


x 3/8"12 1/8"12"

18_118

_1

22'-020'-218'-416'-414'-412'-410'-48'-46'-44'-42'-44RD

22'-14_3

34_1

W12X65 x 22'-4

EL1

11'-5

4_3

1'-4

8_5

18_5

8_7 24

_18_7

45 4_1

11 2'-11 4'-11 6'-11 8'-11 10'-11 12'-11 14'-11 16'-11 18'-14_3 19'-34

_3 20'-54_3 21'-74

_3

3 2_15

p86 (B/S)PL4

_1"X6x 0'-10 16

___134_1 TYP

4_1

4_1 3- SIDES

14 - 16___9 "Ø

NAILER HL'SGA 52

_1



9 - 16___9 "Ø

(FIELD BOLTS:9 - 2


5 - 16___11"Ø

(FIELD BOLTS:5 - 8


2 - 16___13"Ø

GA 52_1

4 - 16___13"Ø

GA 6

hs20HSS3X3X4

_1

x 0'-4CNTR'D

12B2

p138GA 6PL2

_1"X4x 0'-9CNTR'D


11/03/20142. For Fabrication; Added stiffener plate at 13B1. IDI JLS




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

13



13B1 1 W12X58 15'-5 1/4" SQ-2 A992

p63 PL3/4"X5"1 0'-7 1/4" A36

p69 PL1/4"X10"1 1'-0 1/4" A36

p82 PL1/4"X4 3/4"2 0'-10 7/8" A36

p89 PL1/4"X4 3/4"1 0'-10 15/16" A36

p90 PL1/4"X4 3/4"1 0'-10 15/16" A36

p101 PL5/8"X4 13/16"4 0'-10 7/8" A36

13B2 1 W12X45 18'-1 1/2" SQ-2 A992

p58 PL1/2"X4"1 1'-2" A36

p84 PL1/4"X4"4 0'-10 3/4" A36

p92 PL1/4"X4"2 0'-10 3/4" A36

p96 PL3/8"X4"1 0'-10 3/4" A36

p100 PL3/8"X4"1 0'-10 3/4" A36

2.


x 3/8"12 1/4"10"

1 8_31 8_3

2 4_11 8_5

4_1 24_1 2

p69PL4

_1"X10x 1'-0 4_1

p63PL4

_3"X5x 0'-7 4_1

C - C

24_1 22

_1

216___11

6 16___5

3

5 16___11

2 4_1

p90PL4

_1"X4 4_3x 0'-10 16

___15

2 - (16___13"x1") SLOTS

p82PL4

_1"X4 4_3x 0'-10 8_7

B - B

216___11

2 8_32 1

6___9

24_1 22

_1

33

3

3 - (16___13"x1") SLOTS

p82PL4

_1"X4 4_3x 0'-10 8_7

p89PL4

_1"X4 4_3x 0'-10 16

___15

A - A

15'-52_1 (W12X58 x 15'-54

_1)

24_3

344_1

44_1

10

3

EL1

11'-5

4_3

4_3

9'-08_1

7'-14_1

6'-48_55'-74

_15'-216

___3

5'-08_13'-08

_11'-08_1

CC

B

B

A

A

2- p101 (B/S)PL8

_5"X4 16___13

x 0'-10 8_7

4_1

4_1

3- SIDESTYP.4

_13- SIDESNS&FS

p69PL4

_1"X10x 1'-0 4_1CNTR'D

p90 (N/S)PL4

_1"X4 4_3x 0'-10 16

___15

p89 (N/S)PL4

_1"X4 4_3x 0'-10 16

___15

p82 (F/S)PL4

_1"X4 4_3x 0'-10 8_713B1

p63 (F/S)PL4

_3"X5x 0'-7 4_1

2 - 16___13"Ø

GA 72 - 16

___13"ØGA 52

_1(F/S)

2 - 16___13"Ø

10 - 16___9 "Ø

NAILER HL'SGA 52

_1



5 - 16___9 "Ø

(FIELD BOLTS:5 - 2


p82 (F/S)PL4

_1"X4 4_3x 0'-10 8_7

14'-78_15'-216

___3RD 5'-104_3

4_1

5'-74_1

3 2_15

7'-08_1 15'-14

_115'-08

_1

14'-68_7

13'-14_1

13'-08_1

11'-14_1

11'-08_1

9'-14_1


x 5/16"12"8"

2 8_12 8_5

22

28_1

2 4_33

3

p100PL8

_3"X4x 0'-10 4

_3

p96PL8

_3"X4x 0'-10 4_3

3 - (16___13"x1") SLOTS

E - E6

7

2 2 17'-72_111'-84

_3

22_1

4'-118_32'-118

_3118_3 6'-118

_3 8'-118_3 10'-118

_3 12'-18_3 14'-18

_3 16'-18_3 17'-48

_717'-88

_7

E

EHL NS & FS HL NS & FS HL NS & FS

HL NS & FS

p92 (B/S)PL4

_1"X4x 0'-10 4_3

p84 (B/S)PL4

_1"X4x 0'-10 4

_3

p84 (B/S)PL4

_1"X4x 0'-10 4

_3 4_1

4_1 TYP.

4_1

4_1 TYP.

p100 (N/S)PL8

_3"X4x 0'-10 4

_3

p96 (F/S)PL8

_3"X4x 0'-10 4

_3

13B2

p58GA 11PL2

_1"X4x 1'-2CNTR'D

2 - 16___13"Ø

GA 52_1

11 - 16___9 "Ø

(FIELD BOLTS:11 - 2


14 - 16___9 "Ø

NAILER HL'SGA 52

_1

STAGGERED UNL NTD14 - 2


4 - 16___13"Ø

GA 52_1

2 - 16___13"Ø

GA 11

EL1

11'-5

4_3

53 2_1

W12X45 x 18'-12_1

17'-916'-014'-312'-610'-98'-96'-94'-92'-99RD11'-54

_1 16'-94_1





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

14



14B1 1 W12X35 14'-6 1/8" SQ-2 A992

14B2 1 W12X30 22'-4" SQ-2 A992

p39 PL1/4"X5"1 0'-3 5/8" A36

p56 PL1/2"X4 1/2"2 1'-0 1/2" A36

p72 PL1/4"X5"1 0'-7 1/8" A36

p73 PL1/4"X8"1 1'-1 3/8" A36

p74 PL1/4"X7"1 1'-1 3/8" A36

p75 PL1/4"X5"1 1'-1 3/8" A36

p85 PL1/4"X3"5 0'-11 3/8" A36

p134 PL1/4"X5"1 0'-5 3/8" A36

p136 PL1/4"X5"6 0'-10" A36


x 5/16"12 1/2"6 1/2"

3 2_15

(-116___3 )W12X35 x 14'-68

_1(-116___7 )

EL1

11'-5

4_3

12_1

13'-94_312'-34

_310'-94_38'-94

_36'-94_34'-94

_32'-94_394

_3

33

3 33

3

1 2_1

54_3 44

_3

54_3

44_3

2 2_11 4_1

1 4_3

1'-316___9RD 14'-48

_53'-316___9 5'-316

___9 7'-316___9 9'-316

___9 11'-316___9 13'-316

___9

14B1

7 - 16___9 "Ø

(FIELD BOLTS:7 - 2


10 - 16___9 "Ø

NAILER HL'SGA 32

_1




x 1/4"12 3/8"6 1/2"

1'-0

2_1

1'-1

8_3

4_14

33

EL1

10'-5

4_1

12_132

_14_1

p136 (B/S)PL4

_1"X5x 0'-10

p85PL4

_1"X3x 0'-11 8

_3

p74PL4

_1"X7x 1'-1 8_3

p134PL4

_1"X5x 0'-5 8_3

B - B

12_132

_14_1

43

34_1

EL1

10'-5

4_1

1'-1

8_3

1'-0

2_1

p136 (B/S)PL4

_1"X5x 0'-10

4_1

4_1

4- SIDESTYP.

4_1TYP.

4_1TYP.

4_1 TYP.

4_1 TYP.

p85PL4

_1"X3x 0'-11 8_3

p75PL4

_1"X5x 1'-1 8_3

p39PL4

_1"X5x 0'-3 8_5

A - A

12_132

_14_1

43

34_1

1'-0

2_1

8_31'

-1

EL1

10'-5

4_1

p136 (B/S)PL4

_1"X5x 0'-10

p85PL4

_1"X3x 0'-11 8

_3

p73PL4

_1"X8x 1'-1 8_3 p72

PL4_1"X5

x 0'-7 8_1

C - C

24_1

24_1 24

_1

316___9 316

___9

4 4

4_178

_14_1

4_158

_34_1

4_138

_54_1

22_122

_1

22'-14_3

24_124

_1

3'-112_1 14'-98'-112

_1

216___11216

___11

32_1 32

_1

116___13116

___13

W12X30 x 22'-4

EL1

11'-5

4_3

3 2_15

p85 (B/S)PL4

_1"X3x 0'-11 8

_3 p85 (F/S) p85 (F/S) p85 (F/S)

14B2

p56GA 92

_1

PL2_1"X4 2_1

x 1'-0 2_1CNTR'D

p56GA 92

_1

PL2_1"X4 2_1

x 1'-0 2_1CNTR'D

p136 (F/S) p136 (F/S)

p75 (F/S)

p39 (F/S)p136 (F/S)

p136 (F/S)p74 (F/S)

p134 (F/S)

p136 (F/S) p136 (F/S)

p73 (F/S)

p72 (F/S)

5 - 16___11"Ø

(FIELD BOLTS:5 - 8


10 - 16___9 "Ø

(FIELD BOLTS:10 - 2


14 - 16___9 "Ø

NAILER HL'SGA 32

_1


_1 x 0'-2 4_3 CARRIAGE )

2 - 16___13"Ø

GA 92_1

2 - 16___13"Ø

GA 92_1

8'-4 10'-4 12'-4 14'-4 16'-4 18'-46'-44'-42'-4 20'-2 22'-04RD

5 4_14

1'-08_7 19'-34

_3 20'-54_3 21'-74

_33'-08_7 4'-52

_1 6'-52_1 8'-52

_1 9'-104_1 11'-104

_1 13'-104_1 15'-44

_1 17'-44_1 18'-14

_3

B

B

C

C

A

A

4_1

4_1 TYP.

4_1 3- SIDES





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

15



15B1 1 W12X22 17'-6 1/2" SQ-2 A992

p38 PL1/4"X10"1 0'-3 5/8" A36

p39 PL1/4"X5"1 0'-3 5/8" A36

p87 PL1/4"X5 1/2"1 0'-11 1/4" A36

p97 PL3/8"X2"8 0'-11 1/4" A36

p136 PL1/4"X5"2 0'-10" A36

15B2 1 W12X22 15'-8 1/8" SQ-2 A992

p47 PL1"X5"1 0'-6" A36

p61 PL3/4"X9"1 0'-9" A36

p137 PL1/4"X2"4 0'-11 1/4" A36

15M1 1 L3X3X1/4 16'-8" SQ-2 A36

18_1

p97PL8

_3"X2x 0'-11 4_1

p97PL8

_3"X2x 0'-11 4_1

D - D

1 2_11 2_1

18_738

_5

38_5 18

_7

412_1

48_1

11 4_1

18_1

33

3

p87PL4

_1"X5 2_1x 0'-11 4_1

3 - (16___13"x1") SLOTS

C - C

4_13 8_5

4_1

1 16___13

1 16___13

4_1

TYP.

4_1

4_1 TYP.

4_1

TOP&BOTTFLNG

p97

p97

p87

p136

p136

p38p39

16'-74_3

16'-118_3RD 3

28_5

17'-114_3 (W12X22 x 17'-62

_1)

1'-0

2_1

EL1

12'-1

4_3

6'-94_1

32_1

4_112

_1

348_7

104_114

_1

33

44_1

104_1

48_1

C

CEE

D

D

p97 (B/S)PL8

_3"X2x 0'-11 4_1

p136 (B/S)PL4

_1"X5x 0'-10

p97 (B/S)PL8

_3"X2x 0'-11 4_1

p97 (B/S)PL8

_3"X2x 0'-11 4_1

p97 (B/S)PL8

_3"X2x 0'-11 4

_1

4_1

4_1

3- SIDESTYP.

p87 (N/S)PL4

_1"X5 2_1x 0'-11 4

_1

15B1

p38PL4

_1"X10x 0'-3 8_5

p39PL4

_1"X5x 0'-3 8_5

2 - 16___13"Ø

GA 24_1(F/S)

2 - 16___13"Ø

GA 24_1(F/S)

11 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

EL1

11'-1

4_1

16'-94_114'-94

_112'-94_110'-94

_18'-94_194

_1 2'-94_1 4'-94

_1


x 1/4"12 1/4"4"

1 8_33 8_5

1 8_55 2_1

1 8_7

12_1612

_1

42_1

1 8_14 8_3

4_1

4_1

4_1

4_1

p137PL4

_1"X2x 0'-11 4

_1

p137PL4

_1"X2x 0'-11 4

_1

p47PL1"X5x 0'-6

p61PL4

_3"X9x 0'-9

F - F

W12X22 x 15'-88_1 (-28

_5)

3

15'-04_313'-04

_311'-04_39'-04

_37'-04_35'-04

_33'-04_31'-42

1'-88_7

1'-2

4_31

1'-0

4_1

32_1 32

_1

EL1

12'-1

4_3

12_142

_1

33

3

3 2_15

74_1RD 15'-68

_51'-84_1 2'-84

_3 4'-84_3 6'-84

_3 8'-84_3 10'-84

_3 12'-84_3 14'-84

_3

FF

HL NS & FS

HL NS & FS

HL NS & FS

HL NS & FS

p137 (B/S)PL4

_1"X2x 0'-11 4_1

p137 (B/S)PL4

_1"X2x 0'-11 4_1

4_1

4_1

3- SIDESTYP.

15B2

p47GA 24

_1(N/S)PL1"X5x 0'-6

1 - 16___13"Ø

GA 24_1(N/S)

4 - 16___13"Ø

GA 24_1

9 - 16___9 "Ø

(FIELD BOLTS:9 - 2


13 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

p61PL4

_3"X9x 0'-9

3 - 16___13"Ø

ONE - ANGLE - 15M1

21

L3X3X4_1 x 16'-8

6RD 1'-6 2'-6 3'-6 4'-6 5'-6 6'-6 7'-6 8'-6 9'-6 10'-6 11'-6 12'-6 13'-6 14'-6 15'-6 16'-6

17 - 16___5 "Ø

(FIELD BOLTS:17 - 4

_1 x 0'-2 SDS )

15M1L3X3X4

_1

x 16'-8


x 1/4"12 1/4"4"

E - E


5'-12_1

7'-116'-14'-62'-66 9'-9

12_1

EL1

10'-1

8_1

W12X19 x 10'-1(-3)

6

9'-85'-42_1RD

9'-11

33

3

HL NS & FS

HL NS & FS HL NS & FS HL NS & FS

p31 (B/S)PL4

_1"X2x 0'-11 16

___5

p31 (B/S)PL4

_1"X2x 0'-11 16

___5

4_1

4_13- SIDES

16B1

4 - 16___13"Ø

GA 24_1

4 - 16___13"Ø

GA 24_1

10 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

2 8_13 8_3 5 2_1

2 4_32 4_3

p80PL4

_1"X5x 0'-8 4_3

p80PL4

_1"X5x 0'-8 4_3

11'-610'-08'-66'-84_14'-84

_12'-84_184

_1

7'-6 11'-11

7'-92_1RD 11'-11

EL1

10'-1

1 4_3

7

W10X54 x 12'-62_1(-32

_1)

12_1

12'-32_1

33

43

11'-84_110'-04

_18'-44_17'-04

_15'-04_13'-04

_11'-04_1

12_16

AAHL NS & FSHL NS & FS HL NS & FS

HL NS & FS

p80 (B/S)PL4

_1"X5x 0'-8 4_3p80 (B/S)

PL4_1"X5

x 0'-8 4_34_1

4_13- SIDES

11 - 16___9 "Ø

NAILER HL'SGA 52

_1


_1 x 0'-3 CARRIAGE )4 - 16

___13"ØGA 52

_1

2 - 16___13"Ø

GA 52_1

16B2

7 - 16___9 "Ø

(FIELD BOLTS:7 - 2


42_154

_1

5 4_3

3 4_12 1

6___72 16___7

3 4_1

(-116___7 ) W8X35 x 14'-68

_1 (-116___3 )

2 4_12 4_1

54_3 44

_3

2 4_1

1 2_1

EL1

11'-1

16___11

12_1

2 16___7

3 4_1

2 16___7

3 4_1

2 4_1 2 4_13 2_1

2 4_13 2_1

14'-416___9612'-112

_168'-112_164'-112

_16112_1

32 4_1

14'-48_574

_3RD 2'-22_1 4'-22

_1 6'-22_1 8'-22

_1 10'-22_1 12'-22

_1 13'-102_1

2 4_13 2_1

CCBB16B3

8 - 16___9 "Ø

(FIELD BOLTS:8 - 2


4'-22_1RD 16'-94

_1

(-42_1) W8X15 x 17'-34

_3

2 2

44_1 3

22

33

EL1

12'-3

4_1

12_1

1 2_13

64_3 2'-34

_3 4'-04_3 4'-74

_3 6'-74_3 8'-74

_3 10'-74_3 12'-74

_3 14'-74_3 16'-74

_3

p81 (B/S)PL4

_1"X2x 0'-7 8_3

p81 (B/S)PL4

_1"X2x 0'-7 8_34

_1

4_1 3- SIDES

16B4

p102GA 24

_1

PL8_5"X5

x 0'-7 4_1CNTR'D

2 - 16___13"Ø

GA 24_1

4 - 16___13"Ø

GA 24_1

4 - 16___13"Ø

GA 24_1

10 - 16___9 "Ø

(FIELD BOLTS:10 - 2


1

PL4_1X1 x 1'-0

NO PAINT16P1PL4

_1"X1x 1'-0

1

PL4_1X1 x 6

NO PAINT16P2PL4

_1"X1x 0'-6




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

16



16B1 1 W12X19 10'-1" SQ-2 A992

p31 PL1/4"X2"4 0'-11 5/16" A36

16B2 1 W10X54 12'-6 1/2" SQ-2 A992

p80 PL1/4"X5"4 0'-8 3/4" A36

16B3 1 W8X35 14'-6 1/8" SQ-2 A992

16B4 1 W8X15 17'-3 3/4" SQ-2 A992

p81 PL1/4"X2"4 0'-7 3/8" A36

p102 PL5/8"X5"1 0'-7 1/4" A36

16P1 2 PL1/4"X1" 1'-0" SQ-2 A36

16P2 8 PL1/4"X1" 0'-6" SQ-2 A36


x 1/4"12 1/8"4"


x 3/8"10 1/8"10"

A - A


x 5/16"8 1/8"8"

C - CB - B


x 1/4"8 1/8"4"

2 - BACKING STRIPS - 16P1

8 - BACKING STRIPS - 16P2





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

17



17B1 1 W12X26 14'-9 3/4" SQ-2 A992

17B2 1 W12X22 23'-0 7/8" SQ-2 A992

p41 PL1/4"X5"1 0'-5 3/8" A36

p44 PL1/4"X5"2 0'-10" A36

p66 PL1/4"X10"1 0'-5 3/8" A36

p79 PL1/4"X2"4 0'-11 1/4" A36

17B3 1 W10X15 11'-1 1/4" SQ-2 A992

p78 PL1/4"X2"4 0'-9 5/16" A36


x 1/4"12 1/4"6 1/2"

33

3

33

3

(-28_5) W12X26 x 14'-94

_3 (-28_5)

48_7

RD2'-48

_7 4'-48_7 6'-48

_7 8'-48_7 10'-48

_7 12'-48_7 14'-48

_7

12_1

48_7

EL1

23'-1

3 2_15

12_1

14'-84_1

2'-48_7 14'-48

_712'-48_710'-48

_78'-48_76'-48

_74'-48_7

8 - 16___9 "Ø

(FIELD BOLTS:8 - 2


10 - 16___9 "Ø

NAILER HL'SGA 32

_1


_1 x 0'-2 4_3 CARRIAGE )

17B1


x 1/4"12 1/4"4"

2 16___11

2 16___11

4_15 8_3

4_1

4_1NS&FS

4_1

TYP.p44PL4

_1"X5x 0'-10

p44PL4

_1"X5x 0'-10

p66PL4

_1"X10x 0'-5 8_3

p41PL4

_1"X5x 0'-5 8_3

A - A

6RD 2'-6 4'-6 6'-6 8'-6 10'-6 12'-6 14'-6 16'-6 18'-6 20'-6 22'-6

1'-0

4_13

34

4_1 32

_1 12_1

21'-58_119'-58

_117'-58_115'-58

_113'-58_111'-58

_19'-58_17'-58

_15'-58_13'-58

_11'-58_112

_1 22'-78_5716'-34

_3

22'-102_1

23'-68_1 (W12X22 x 23'-08

_7)

33

3E

L121

'-38_5

3 2_15

32_132

_1

AA

p79 (B/S)PL4

_1"X2x 0'-11 4_1

p44 (B/S)PL4

_1"X5x 0'-10

p79 (B/S)PL4

_1"X2x 0'-11 4

_14_1

4_13- SIDES

11 - 16___9 "Ø

(FIELD BOLTS:11 - 2


14 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

4 - 16___13"Ø

GA 24_1

2 - 16___13"Ø

GA 24_1

p41PL4

_1"X5x 0'-5 8_3

p66PL4

_1"X10x 0'-5 8_3

17B2


x 1/4"10"4"

3 2'-3 4'-3 5'-38_5 7'-08

_5 8'-98_5 10'-68

_5

EL1

20'-0

8_1

10'-98'-96'-94'-92'-995RD

4'-108_318

_7

10'-114_3

(-3)W10X15 x 11'-14_1

33

HL NS & FSHL NS & FS

HL NS & FSHL NS & FS

p78 (B/S)PL4

_1"X2x 0'-9 16

___5

p78 (B/S)PL4

_1"X2x 0'-9 16

___5

4_1

4_13- SIDES

17B3

2 - 16___13"Ø

GA 24_1

11 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

8 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )





OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





Lot 2 – Knollwood



Beams


JLS21648

18



18B1 1 W12X22 22'-4 11/16" SQ-1/BEV-1 A992

p53 PL1/2"X4"1 0'-9" A36

p77 PL1/4"X2"2 0'-11 3/8" A36

p94 PL3/8"X5 1/2"1 0'-11 3/8" A36

p98 PL3/8"X2"1 0'-11 5/16" A36

w28 HSS3X3X1/41 0'-2 1/2" A500-GR.B

18B2 1 W12X16 13'-6" SQ-2 A992

p95 PL3/8"X5 1/2"1 0'-11 7/16" A36

p99 PL3/8"X2"8 0'-11 3/8" A36


x 1/4"12 1/4"4"

1

216___11

BOTT. FLNGBLOCK

D - D

38_518

_7

4 12_1

48_1

1 2_11 2_1

1 2_18_7

18_7 38

_5

2 16___13

33

3 - (16___13"x1") SLOTS

p98PL8

_3"X2x 0'-11 16

___5

p94PL8

_3"X5 2_1x 0'-11 8_3

C - C

16___52 1

6___3

17'-28_1

17'-516___9

17'-64_3

22'-28_7

RD

EL1

23'-6

16___13

14_1

2

216___11

1'-3

16___3

316___5

EL1

21'-3

16___5

2_12 2_1

3 8_13

3

2 16___13

33

62'-6

4'-66'-6

8'-610'-6

12'-614'-6

16'-618'-6

20'-622'-0

8_7

8_7 24

_1

DD

C

C

4_1

4_1

3- SIDESTYP.4

_1 T&B

4 - 16___13"Ø

GA 24_1

14 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

p77 (N/S)PL4

_1"X2x 0'-11 8

_3

4 - 16___13"Ø

GA 6

p77 (F/S)PL4

_1"X2x 0'-11 8

_3

w28HSS3X3X4

_1

x 0'-2 2_1

18B1W12X22x 22'-4 16

___11

p98 (N/S)PL8

_3"X2x 0'-11 16

___5p94 (F/S)PL8

_3"X5 2_1x 0'-11 8_3

p53GA 6PL2

_1"X4x 0'-9CNTR'D

1'-38 _1

22'-24_17

1 4_1

12

18_1 18

_1

22'-416___11

33

3


x 1/4"12"4"

54_1

2'-54_1

4'-54_1

6'-54_1

8'-54_1

10'-04_1

11'-74_1

13'-24_1

13'-6 13'-516___7

12'-916___5

13'-12_1

816___3

16___9

1 4_1

12

816___3

14_3 3

2 8_73

3316___1

3

EL1

21'-8

2_1

EL1

23'-1

16___5

12'-1016___11

RD

13'-38_7

12'-88_1

13'-016___5

E

E

p99 (B/S)PL8

_3"X2x 0'-11 8

_3

p99 (B/S)PL8

_3"X2x 0'-11 8

_3

p99 (B/S)PL8

_3"X2x 0'-11 8_3

p99 (B/S)PL8

_3"X2x 0'-11 8

_3

4_1

4_1

3- SIDESTYP.

2 - 16___13"Ø

GA 24_1(F/S)

10 - 16___9 "Ø

NAILER HL'SGA 24

_1


_1 x 0'-2 4_3 CARRIAGE )

2 - 16___13"Ø

GA 24_1(N/S)

18B2W12X16x 13'-6

p95 (N/S)PL8

_3"X5 2_1x 0'-11 16

___7

33

2 8_71 2_11 2_1

1 8_31 1

6___1

48_1

4 12_1

38_518

_7

18_7 38

_5

3 - (16___13"x1") SLOTS

p95PL8

_3"X5 2_1x 0'-11 16

___7

E - E

Date post:	02-Jul-2018
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