24hrs fitness escondido for fabrication

3 1

/2"

2 1

/2"

8"

3 1/2" 3 1/2"

1"6"1"

9/16" Ø x 2 1/4LONG SLOTTEDHOLE ON HSS

P1

4"4"

HS

S1

2 x

6 x

1/2

x 1

5' -

7 1

/2"

3/4

"1

1/1

6"

15

' - 9

15

/16

"

1"

4" 1' - 0" 4"

2 1

3/1

6"

CP1

10" 10"

P1

P1

15' - 4 11/16"

"A"

1/4"TYP.

6

1' - 8"

1/2

"6

"1

/2"

7"

3 1

/2"

3 1

/2"

2"1' - 4"2"

CP1

"Ø HLS15/16"

"Ø HLS15/16"

6"

1"6"1"

3 1

/2"

2 1

/2"

8"

P1

3"3"

9/16" Ø x 2 1/4LONG SLOTTEDHOLE ON HSS

4"4"

3/4

"H

SS

12

x 6

x 1

/2 x

1

2' -

3 1

5/1

6"

3/4

"

12

' - 5

7/1

6"

4" 1' - 0" 4"

1/4"TYP.

10" 10"

CP2

2 3

/4"

12' - 1 3/16"

P1 P1

"B"

2" 1' - 4" 2"

10"10"

1' - 8"

1 5

/8"

2 3

/4"

1 5

/8" 6

"

6"

CJP

CP2

2" 1' - 4" 2"

9"

2 1

/4"

11

1/4

"

b2b2

1' - 8"

7"

3 1

/2"

3 1

/2"

2"1' - 4"2"

"Ø HLs13/16"

Irvine Welding

508 Central Ave.Lake Elsinore, CA 92530Phone: (951) 245-6233Fax: (951) 245-2779

License # 788223

ARCH ENG

DESCRIPTION

PROJECT

CONTRACTOR

JOB NO.

CHK BY

DRAWN BY

DATE

SHEET NO.

REVISIONS

MACKENZIE GRIMM+CHEM STRUC

BILL OF MATERIALS

SHIPMARK

DETAILMARK

QUAN. DESCIPTION LENGTH REMARKS

TYPICAL HOLE SIZEFINISH

1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS

ELECTRODE

E70XX

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24HR FITNESS RENOVATION 10/7/2015

Author

Checker

272 E VIA RANCHO PARKWAY STE 2010ESCONDIDO,CA 92025

ONE SHOP COAT 9/16"Ø

NO. DATE DESCRIPTION

1 12/18/2015 FOR FABRICATION

2 - HSS COLUMNS - C1

SECTION "A"


SECTION "B"

2 - 12GA TEMPLATE - TMP1

C1 2 HSS12 x 6 x 1/2 15' - 7 1/2"

P1 4 L6 x 4 x 3/8 0' - 8"

CP1 4 PL 3/4 x 7 1' - 8"

b1 2 5/8"Ø T.C.B 1' - 2"

C2 2 HSS12 x 6 x 1/2 12' - 315/16"

P1 4 L6 x 4 x 3/8 0' - 8"

CP2 2 PL 3/4 x 6 1' - 8"

b4 8 1/2"Ø T.C.B 0' - 9" A325 W EPOXY

b1 2 5/8"Ø T.C.B 1' - 2"

TMP1 12 GA TEMPLATE x 72 1'-8

b2 4 3/4" STD. HOOK A.B. 0' - 11 1/4"

VIF

VIF

2 1/2"2 1/2"

1/2" 4" 1/2"

5"

CP6

6" 6"

CP3

1/2

"H

SS

4 x

4 x

3/8

x 7

' - 2

3/4

"3

/4"

1"

7' -

5"

"A"

5/16TYP.

6" 6"

1/2" 4" 1/2"

5/16TYP.

CP6

2"8"2"

1' - 0"

2"

8"

2"

1' -

0"

"Ø HLS1 1/16"

"Ø HLS1 1/16"

CP3

1/4

"H

SS

4 x

4 x

3/8

x 1

0' -

5 1

/4"

1/2

"

4 3/4" 4 3/4"

9' -

11

1/2

"6

1/2

"

CP7 4"

"B"

TYP.

CJP

MK

; W

ES

T O

NE

C4

MK

; E

AS

T O

NE

C4

3 1/4" 6 1/4"

1 1/4" 4" 4 1/4"

CP4

4"

CP7

4 3/4"4 3/4"

1 1

/4"

4"

4 1

/4"

9 1

/2"

9 1/2"

CP4

3/8

"H

SS

4 x

4 x

3/8

x 1

0' -

10

5/8

"1

"1

"

10

' - 5

"8

"

7" 7"

CP8

"C"

CP9

4"4"

7" 7"

CP9

CJP

TYP.

"Ø HLs1 1/16

2"10"2"

1' - 2"

2"

5"

5"

2"

1' -

2"

5"

4"

5"

5"4"5"

"Ø HLs1 1/16

CP8

2 3

/4"

3 3

/4"

1' -

6"

2"

1' -

11

3/4

"

b8b8b8

2"5"5"2"

w1TYP.

8

82

"Ø HLs15/16"

2"5"5"2"

1' - 2"

2"

5"

5"

2"

1' -

2"

"Ø HLs15/16"

2"8"2"

2 3

/4"

1' -

9 3

/4"

1' -

11

3/4

"

2"

b8b8

3 3

/4"

1' -

6"

w1TYP.

2"8"2"

1' - 0"

2"

8"

2"

1' -

0"

"Ø HLs15/16"

Irvine Welding


License # 788223

ARCH ENG

DESCRIPTION

PROJECT

CONTRACTOR

JOB NO.

CHK BY

DRAWN BY

DATE

SHEET NO.

REVISIONS


BILL OF MATERIALS

SHIPMARK

DETAILMARK




ELECTRODE

E70XX

SHOP NOTES

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COLUMNS


Author

Checker






SECTION "A"


SECTION "B"


SECTION "C"

2 - 12 GA TEMPLATE - TEMP3

2 - 12 GA TEMPLATE - TMP2

C3 2 HSS4 x 4 x 3/8 7' - 2 3/4"

CP6 2 PL 1/2 x 5 0' - 5"

CP3 2 PL 3/4 x 12 1' - 0"

CP7 2 PL 1/4 x 4 0' - 4"

CP4 2 PL 1/2 x 9 1/2 0' - 9 1/2"

C4 2 HSS4 x 4 x 3/8 10' - 5 1/4"

C5 2 HSS4 x 4 x 3/8 10' - 10 5/8"

CP9 2 PL 3/8 x 4 0' - 4"

CP8 2 PL 1" x 14 1' - 2"

TMP2 12 GA PLATE x 122 1'-0

b8 8 7/8"Ø ANCH BOLT 1' - 11 3/4"

n1 32 7/8"Ø HEX NUT

w1 8 PL3/8 x 3 0' - 3"

TMP3 12 GA PLATE x 142 1'-2

b8 16 7/8"Ø ANCH BOLT 1' - 11 3/4"

n1 64 7/8"Ø HEX NUT

w1 16 PL3/8 x 3 0' - 3"

VIF

VIF

VIF

VIF

VIF

VIF

W12 x 19 x 9' - 5 1/2"

8 11/16"4 SPA'S @ 2'-0 = 8' - 0"

8 3/4"

Hs2(ctr'd)

P3 P3

1' -

3"

7 3/4"

5 1/4"2 1/2"

4 3

/4"

9"

1 1

/4"

W14 x 22 x 9' - 5 1/2"

P7 P7

8 3/4"4 SPA'S @ 2'-0 = 8' - 0"8 3/4"

1 3

/8"

8 3/4"4 SPA'S @ 2'-0 = 8' - 0"8 3/4"

1 3

/8"

W16 x 26 x 9' - 5 1/2"

P5 P5

1 1

/4"

1' -

0 1

/2"

1 1

/4"

1' -

3"

5 1/4"2 1/2"

7 3/4"

1/2"

1/2"TYP.

W16 x 26 x 22' - 8"

P5

P6

1 1

/4"

1' -

0 1

/4"

9"

1' -

10

1/2

"

8 3/8"

3 3/8"5"

1/2"

1/2"TYP.

4" 11 SPA'S @ 2'-0 = 22' - 0" 4 1/16"

1 3

/8"

W14 x 22 x 9' - 5 1/2"

7 3/4" 4 SPA'S @ 2'-0 = 8' - 0" 9 11/16"

P7 P7

Hs2(CTR'D)

1' -

3"

1 1

/4"

10

1/2

"3

1/4

"

2 1/2" 5 1/4"

7 3/4"

TYP.

1/2"

1/2"

4' - 0 1/8" 5' - 5 5/16"

8' - 11 3/4" 5 11/16"

W14 x 22 x 9' - 5 1/2"

P2(BS)

P3P3

4' - 0 1/8" 5' - 5 5/16"

Hs2(CTRD')

4 3

/4"

9"

1 1

/4"

1' -

3"

5 1/4" 2 1/2"

7 3/4"

1/2"

1/2"TYP."A"

2' - 5 11/16"2' - 0"2' - 0"2' - 0"11 3/4"

1 1

/4"

4' - 9 5/16"1' - 4"3' - 4 1/8"

5/8

"

2 3

/4"

5/8

"

"Ø HLs9/16"

2"

11

3/8

"

P2

P2

1/4"TYP.

Irvine Welding


License # 788223

ARCH ENG

DESCRIPTION

PROJECT

CONTRACTOR

JOB NO.

CHK BY

DRAWN BY

DATE

SHEET NO.

REVISIONS


BILL OF MATERIALS

SHIPMARK

DETAILMARK




ELECTRODE

E70XX

SHOP NOTES

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3

BEAMS


Author

Checker





4 - BEAMS - B1

ONE - BEAM -B2

ONE - BEAM - B3

ONE - BEAM - B4

ONE - BEAM - B5

ONE - BEAM - B6 (AS SHOWN)

ONE - BEAM - B7 (OPP HAND)

P3 8 PL 3/8 x 7 3/4 1' - 3"

Hs2 20 3/4"Ø HEADED STUD 0' - 3"

P7 2 PL 3/8x 7 3/4 1' - 3"

b6 5 5/8"Ø THRD ROD 0' - 5 1/2" W/ EPOXY

P5 2 PL 1/2 x 7 3/4 1' - 3"


P6 1 PL 1/2 x 8 3/8 1' - 10 1/2"

P5 1 PL 1/2 x 7 3/4 1' - 3"


B1 4 W12x19 9' - 5 1/2"

B2 1 W14x22 9' - 5 1/2"

B3 1 W16x26 9' - 5 1/2"

B4 1 W16x26 22' - 8"

B5 1 W14x22 9' - 5 1/2"

P7 2 PL 3/8x 7 3/4 1' - 3"


B6 1 W12x22 9' - 5 1/2"

P3 4 PL 3/8 x 7 3/4 1' - 3"

P2 4 PL 3/8 x 2 0' - 11 3/8"



B7 1 W12x22 9' - 5 1/2"

AS SHOWNOPP HAND

1/2"

1/2"TYP.

VIF

VIF

VIFVIF

NOTE:FIELD VERIFY LOCATION OFALL EXISTING STEEL BEAMSTHAT HAVE NEW STEEL BEAMCONNECTIONS PRIOR TOFABRICATION.

VIF

VIF

VIF

VIF

VIF

VIF

VIF

VIF

VIF

SECTION "A"

NEED ELEV MNFG INFO

NEED ELEV MNFG INFO

W14 x 22 x 8' - 8 3/4"

P4 P4

11

3/8

"

1"

10

3/8

"

5" 2"

7"

1' - 4 3/8" 2' - 0" 2' - 0" 2' - 0" 1' - 4 3/8"1

3/8

"

W14 x 22 x 9' - 5 1/2"

3' - 11" 5' - 6 1/2"

P2(BS)

8 3/4" 4 SPA'S@ 2'-0 = 8' - 0" 8 11/16"

Hs2(CTR'D)

P3 P3

1' -

3"

4 3

/4"

9"

1 1

/4"

5 1/4"2 1/2"

7 3/4"

"A"

L3 x 3 x 1/4 x 2' - 2 3/4"

HSS12 x 4 x 3/8 x 15' - 7"

3"9 SPA'S @ 2'-0 = 18' - 0"1' - 9"

b9(CTR'D)

C8 x 11.5 x 20' - 0"

C8 x 11.5 x 19' - 9"

1' - 6" 9 SPA'S @ 2'-0 = 18' - 0" 3"

b9(CTR'D)

4"

2" 1' - 0" 2"

1' - 4"

2"

2"

"Ø HLs3/4"

PL 1/2 x 8 x 22' - 10 1/2"

8"

P11

2"

11

3/8

"

P2 P2

1/4"TYP.

Irvine Welding


License # 788223

ARCH ENG

DESCRIPTION

PROJECT

CONTRACTOR

JOB NO.

CHK BY

DRAWN BY

DATE

SHEET NO.

REVISIONS


BILL OF MATERIALS

SHIPMARK

DETAILMARK




ELECTRODE

E70XX

SHOP NOTES

WM

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4

BEAMS


Author

Checker





ONE - BEAM - B8

2 - BEAMS - B9

4 - ANGLES - B14

ONE - BEAM - B10

ONE - BEAM - B11

2 - BEAMS - B12 (AS SHOWN)

ONE - BEAM - B13 (OPP HAND)

4 - ANGLES - A1

2 - 1/2" BEAM PLATES - A2

B8 1 W14x22 8' - 8 3/4"

P4 2 PL 3/8 x 7 0' - 11 3/8"


B9 2 W12x22 9' - 5 1/2"

P3 4 PL 3/8 x 7 3/4 1' - 3"

P2 4 PL 3/8 x 2 0' - 11 3/8"


B10 1 HSS12 x 4 x 3/8 15' - 7"

B11 1 C8 x 11.5 20' - 0"

b9 10 1/2"Ø THRD STUD 0' - 3 1/2"

B13 1 C8 x 11.5 19' - 9"

B12 2 C8 x 11.5 19' - 9" AS SHOWNOPP HAND

b9 30 1/2"Ø THRD STUD 0' - 3 1/2"

B14 4 L3 x 3 x 1/4 2' - 2 3/4"

A1 4 L4 x 4 x 1/4 1' - 4" BRACE MTRL

b3 8 5/8"Ø HILTI EXP. 0' - 5 1/2"

P11 2 PL 1/2 x 8 22' - 10 1/2"

A2 1/2" BEAM PLATES2

VIF

VIF

VIF

NEED ELEV MNFG INFO

SECTION "A"

VIF

"B"

1' -

0"

8"

7"

3/8" 11 3/16"

6 1

3/1

6"

4" 3/8"

3 3/8" 8 1/4"

11 5/8"

6' - 7 1/2" 3 1/2"

HSS12 x 4 x 3/8 x 7' - 2 7/16"

3 7/16"

7 9/16"6' - 3"3 7/8"

2"

1 3

/4"

6"

2 1

/4"

2"

2"

Sb1Sb1

L6

Tr1

Tr3

P9

St1 (R)

St2 (R)

St3 (R)

L6

Tr2

St4 (R)

P8

Tr6

12

RIS

ER

S @

0'-7

= 7

' - 0

"7

"

L3

2"2"

17

RIS

RS

@ 6

15

/16

(+

-) =

9' -

2 1

3/1

6"

6 1

5/1

6"

HSS12 x 4 x 3/8 x 18' - 8 7/16"

HSS12 x 4 x 3/8 x 13' - 8 3/16"

6 1/8"3 11/16"

3 1/2"

11"

7"

1 1/2" 9" 1 1/2"

9/16"

12 SPA'S @ 1'-1 1/16(- 5/16) = 13' - 0 7/16"

7 1/8"

TYP.

1' - 1 1/16"

1' - 0 7/16"3 7/16"

3 7/16"

9/16"

16 SPA'S @ 1'-1 = 17' - 4"

1' - 3 7/8"

(SHIP LOOSE)

TYP.

TYP.

11"

6 1

5/1

6"

1 1/2"9"1 1/2"

TYP.

1' - 1"

Tr5

Tr4

P7

3 7/16"

17

' - 4

3/4

"

1/8 1-6TYP.

1/8 1-4TYP.

1/4

1/4TYP.

CJP

2"

12"

7 9/16"

12"

7 5/8"

L5

"B"

"B"

"A"

"A"

4"

5' -

6"

4"

4"

5' -

6"

4"

11" 17 TREADS @ 11" = 14' - 8" 7' - 10" 12 TREADS @ 11" = 11' - 0" 4"

3/8"

3/8"

1' - 0" 6' - 3" 7"

11" 15' - 6" 4" 5' - 11" 4" 11' - 5" 4"3/8"

3/8"

Sb1 Sb1

L4

L4

L4

L5

L5

1/2" 5' - 10" 1/2"

St1 (L)St2 (L)St3 (L)

St3 (R) St2 (R) St1 (R)

Tr1

Tr6

Tr2 Tr1St4 (L)

St4 (R)

TYP. TYP. TYP.L6L6

TYP.

2"

2"

2"2"

L3

L3

TYP.

Tr4

3

3

4

4

5

5

1

1

7

7

6

6

4" HSS6 x 4 x 3/8 x 5' - 6" 4"

1' - 5" 1' - 4" 1' - 4" 1' - 5"

3 3

/4"

6"

2 1

/4"

St2 (L)

St2 (R)

Sb1

L5L5 L4 L4 L4

Tr4

3/16TYP.

5/16TYP.

3/16 2 - 6TYP.

11 3/4"

8 5

/8"

1"

1 1

/8"

1 1/4"

12"

1 1/4"

12"

8 1

1/1

6"

1 3/16"

12"

1 3/16"

12"

1"

11 3/4"

1 1

/8"8 5

/8"

8 1

1/1

6"

7"

1"

1"

1 1/4"

12"

7 1

/16"

6' - 10 7/8"

1 1/4"

12"

1 1

/8"

1 3/16"

12"

11 3/4"

8 5

/8"

8 1

1/1

6"

1"

10 3/4" 1 1

/8"

1 3/16"

12"

Irvine Welding


License # 788223

ARCH ENG

DESCRIPTION

PROJECT

CONTRACTOR

JOB NO.

CHK BY

DRAWN BY

DATE

SHEET NO.

REVISIONS


BILL OF MATERIALS

SHIPMARK

DETAILMARK




ELECTRODE

E70XX

SHOP NOTES

WM

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STAIR


Author

Checker




1 12/18/2015 FOR FABRICATIONSECTION "A-A"

ONE - STAIR - STR1

SECTION "B-B"

St4(R)

1 HSS12 x 4 x 3/8 0' - 11 3/16"

St4(L)

1 HSS12 x 4 x 3/8 0' - 11 3/16"

St3(R)

1 HSS12 x 4 x 3/8 18' - 8 7/16"

St3(L)

1 HSS12 x 4 x 3/8 18' - 8 7/16"

St2(R)

1 HSS12 x 4 x 3/8 7' - 2 7/16"

St2(L)

1 HSS12 x 4 x 3/8 7' - 2 7/16"

St1(R)

1 HSS12 x 4 x 3/8 13' - 8 3/16"

St1(L)

1 HSS12 x 4 x 3/8 13' - 8 3/16"

Sb1 2 HSS6 x 4 x 3/8 5' - 6"

L4 3 L4 x 4 x 3/8 5' - 11"

STR1

1 STAIR

b7 2 3/4"Ø EXP ANCH 0' - 7 1/2"

L3 2 L4 x 4 x 1/4 0' - 4"

L5 2 L2 x 2 x 1/4 5' - 10"

L6 60 L1 x 1 x 1/8 0' - 9"

P7 2 PL 3/8 x 4 1' - 0" CAP PLATE

P8 4 PL 3/8 x 8 0' - 8"

P9 2 PL 3/8 x 4 0' - 6 13/16" CAP PLATE

Tr1 12 12 GA BT. PL x 22 7/16 5' - 6"

Tr2 16 12 GA BT. PL x 22 7/16 5' - 6"

Tr3 1 12 GA BT. PL x 9 1/16 5' - 6"

Tr4 1 10 GA BT. PL x 7'-0 5' - 6"

Tr5 1 12 GA BT. PL x 21 7/16 5' - 6"

Tr6 1 12 GA BT. PL x 11 7/8 5' - 6"

DETAIL - Tr1 DETAIL - Tr2 DETAIL - Tr3 DETAIL - Tr4 DETAIL - Tr5 DETAIL - Tr6

STAIR WIDTHPENDING ARCHVERIFICATION

B

C

D

E

891011121314

(E)W16X31

(E)W16X31

(E)W16X31

(E)W16X31

(E)W

24

X5

5

(E)W16X31

(E)W16X31

(E)W

24

X5

5

(E)W

27

X8

4

(E)W16X31 (E)W16X31

(E)W16X31

(E)W16X31

(E)W16X31(E)W16X31

(E)W16X31

(E)W16X31

(E)W

24

X5

5

(E)W

24

X5

5

(E)W

27

X8

4

(E)W16X31

(E)W16X31(E)W16X31

(E)W16X31

(E)W16X31

(E)W16X31

(E)W16X31

(E)W14X22

(E)W16X31 (E)W16X31

(E)W

24

X6

8(E

)W24

X6

8

(E)W

27

X8

4

(E)W

21

X4

4

(E)W16X31

(E)W16X31

(E)W16X31(E)W14X22

(E)W14X22

(E)W

21

X4

4

(E)W14X22

(E)W

24

X5

5

(E)W

24

X5

5

(E)W16X31

(E)W16X31

(E)W16X31

2' -

8"

6' - 11 1/2"

VIF

23' - 6" 23' - 10" 5' - 8 1/2"

4"

OP

EN

ING

9' -

0"

3' -

0 1

/4"

6' -

11

3/4

"

VIF

10

' - 0

"

VIF

10

' - 0

"

VIF

10

' - 0

"

VIF

10

' - 0

"

VIF

10

' - 0

"

VIF

10

' - 0

"

VIF

8"

(1"

MA

X?

)

15' - 7" 7' - 10" 11' - 0"

WID

TH

?

6' -

2"

W1

6x26

W1

2x19

W1

4x22

W1

2x19

W1

4x22

W1

4x22

VIF

10

' - 0

"

VIF

23' - 2 1/2"FLG FLG

4' - 0" 2' - 5" 4' - 7" 24' - 0" 30' - 0" 30' - 0"

30

' - 0

"3

0' -

0"

30

' - 0

"

W1

2x22

2' -

6"

7' -

6"

W14x22

W1

2x19

2E1

TYP.

4E1

TYP.

5

E1

TYP.

6

E1

TYP.

8E1

TYP.

7

E1

7

E1HSS4X4X3/8

2E2

TYP.

HSS12 x 4 x 3/8 HSS12 x 4 x 3/8

HSS12 x 4 x 3/8HSS12 x 4 x 3/8

8' - 0 15/16"

VIF

9' - 1 3/4"

VIF

12' - 9 5/16"

W1

2x22

B8

B7

B6

B1

B2

B1

B1

B1

B3

B5

C5

C5

C4

C4

STR1

B4

B14

A1

B14

A1

L3 x 3 x 1/4

L3 x 3 x 1/4

W16x26

HSS4X4X3/8

W1

2x19

[TMP3]

[TMP3]

5' -

8 5

/8"

4' -

3 3

/8"

A2A2

1/2" PL

VIF

23' - 3 1/4"

5' - 5"

2' -

8"

4"

OP

EN

ING

6' -

4"

3' -

4"

HSS4X4X3/8

4' -

1"

15

' - 1

1"

HSS4X4X3/8

19' - 6" 12' - 2"

C

D

8910

30' - 0" 30' - 0"

30

' - 0

"

12' - 5 1/2"9' - 9 1/4"

8' -

0"

7' - 9 1/4"

4' -

5 3

/8"

3' -

6 5

/8"

HSS12 x 4 x 3/8

7' - 10" 11' - 0"

HSS12 x 4 x 3/8

HSS12 x 4 x 3/8HSS6 x 4 x 3/8

HSS6 x 4 x 3/8

6' -

2"

4"

5' -

6"

4"

HSS12X6X1/2

11

E2

3

E1

TYP.

9' - 1 3/4"

HSS12X6X1/2

HSS4X4X3/8

6' - 5 1/2"

HSS4X4X3/8

STR1

C3 [TMP2]

[TMP2]C3

BreakLine

C1 C1[TMP1] [TMP1]

5/16

PL TOEXISTINGBEAM

1/2"

(E) BEAM PER PLAN(N) BEAM PER PLAN

3"

PL 3/4 x 9 1/2 SQ.

(N) COLUMN PER PLAN

5/16NEW BEAM

5/16

PL TOEXISTINGBEAM

SEE BEAM TOBEAM

CONNECTION

CORE AND FILL WITHNON-SHRINKABLE

GROUT FOR COLUMNINSTALLATION

1' -

3 1

/2"9"

6 1

/2"

(N) BEAM PER PLAN

3/4"Ø x 0'-3 LONGNELSON STUDS @ 24"

O.C. CORE THRU SLABAND EPOXY IN SLAB

(E)BEAM PER PLAN

PL 1/2 x 8 CONTINOUSEXTENDED WITHIN 2"

CLEAR OF END OF BEAM

1/4 16

1/4 16@ ENDS

4" 4"

1/4 4-12

1/4 4-12INTERMEDIATE

5/8"Ø THREADED ROD @24" O.C. W/ 4" EMBED FOR

FULL LENGTH OF NEWBEAM

(N) BEAM PER PLAN

W3 MTL DECKOVER 3 1/2"CONCRETE

MAX.

1"

1/2"HSS12X

2"

2"

2"

2"

PL 3/4"W/ (2) 3/4"Ø STD HOOKANCHOR (8" EMBED)

3 1/2" 3 1/2"

8"

1"

GR

OU

T

3"EDGE OFELEVATOR PIT

3/16 2"

3/16 2"EA. END

6"

HSS12X

HSS12X

CLR.

1"

(E) CONCRETE SLAB PER PLAN

(N)L3 x 3 x 1/4 BRACE

(N)L4 x 4 x 1/4W/ (2) 5/8"Ø EXPANSIONANCHORS(4" EMBED)

6 1

/2"

2"

2"

2"

2"

1 5/8"2 3/4" 1 5/8"

PL 3/4"W/ (4) 1/2"Ø THRU BOLTSFILL HOLE W / EPOXY

(E) STEEL BEAM PER PLAN

(N) PL 1/4" STIFFNEREACH SIDE

L6 x 4 x 3/8W/ 3/4"Ø M.B. A325N

2 1/4" LONG VERTICALSLOLTTED HOLES IN HSS

3 1

/2"

GA

P

3/4

"

5/16TYP.

3/8" PL @ W12 & W141/2" PL @ W16

(N)BEAM PER PLAN

1/4"

TYP. 3 SIDES 2"RETURN

(E) BEAMPER PLAN

5/16

5/16TYP.

5"

CLR

1/2"

1 1

/2"

1 1

/2"


1' -

6"

(N) HSS COLUMN

1" NON- SHRINKGROUT

TYP.

2"

8"

3/4" PL 12" x 1'-0W/(4) 7/8"Ø ANCHOR BOLTS

3' -

0"

2' - 6"

WASH PL 3/8" x 3 SQ.AT EA ANCHOR BOLTW/ BUT TOP AND BOTT

(N) FOOTING PER PLAN

Irvine Welding


License # 788223

ARCH ENG

DESCRIPTION

PROJECT

CONTRACTOR

JOB NO.

CHK BY

DRAWN BY

DATE

SHEET NO.

REVISIONS


WM

CO

NS

UL

TIN

G S

ER

VIC

E | W

WW

.WM

ED

RA

NO

.CO

M | 7

60

.42

9.8

18

01

2/1

7/2

01

5 6

:29

:21

PM

E1

LOWER FLOOR AND FIRST FLOOR FRAMING PLAN


WM

SC




PARTIAL FIRST FLOOR FRAMING PLAN

LOWER LEVEL

2HSS COLUMN AT EXISTING BEAM DETAIL

6NEW BEAM TO EXISTING SLAB DETAIL

7PARALLEL PLATE AT BEAM FLANGE

8TYPICAL BEAM AT EDGE OF SLAB

3TYPICAL HSS ELEVATOR GUIDERAIL ANCHOR DETAIL

4TYPICAL HSS ELEVATOR GUIDERAIL CONNECTION

5TYPICAL NEW BEAM TO EXISTING BEAM CONNECTION

1HSS COLUMN AT (E) SLAB AT STAIR

C

89

(E)W16X31

(E)W16X31

(E)W

24

X5

5

(E)W

24

X5

5

(E)W16X31

W1

2x22

30' - 0"

HSS12X6X1/2

4

E1

TYP.

L3 x 3 x 1/4

L3 x 3 x 1/4

HSS12X6X1/2

B9

B9

B14

B14

A1

A1

C2

C2

8' - 1 1/16" 9' - 1 5/8" 12' - 9 5/16"

LOWER LEVEL0"

9

FIRST FLOOR17' - 4 3/4"

9' -

9 3

/4"

7' -

7"

17

' - 4

3/4

"

2 3/4"

17 TREADS @ 11"

15' - 7" 7' - 10"

12 TREADS @ 11"

11' - 0"

11"

HSS12 x 4 x 3/8

HSS12 x 4 x 3/8

HSS12 x 4 x 3/8

W16x26

23' - 3 1/4"

11' - 0 1/4"6' - 5 1/2"

E11

TYP.

E2

6TYP.

E1

5TYP.

E1

7

8"

STR1

HS

S4X

4X

3/8

D

E

1011121314

4' - 0" 2' - 5" 4' - 7" 24' - 0"

30

' - 0

"

1

E2

C8 x 11.5

C8 x 11.5

HS

S1

2 x

4 x

3/8

HSS4X4X3/8HSS4X4X3/8

4

E2

TYP.

10

' - 0

"

B11

B12

B12

C4

C4

C5

C5

[TMP2]

[TMP2]

B10

VIF

VIF

VIF

EL. -4' - 0 1/4"HSS4X4X3/8

2 1/16"

4' -

1"

15

' - 1

1"

10

' - 0

"

19' - 6" 12' - 2"

HSS4X4X3/8

1 1/2" LT WT.COCRETE OVER12 GA PLATE

HSS STRINGER

L1 x 1 x 1/8

L4 x 4 x 1/4 x 0'-4W/ 3/4"Ø EXPANSIONANCHOR (6" EMBED)

4"

3/8" PL

2"

1 1/2" LT WT.COCRETE OVER12 GA PLATE

HSS STRINGER6 1

/2"

4"

8"

L1 x 1 x 1/8

PL 3/8 EA. SIDEOF HSSSTRINGER

5/16TYP.

5/16TYP.

5/8"Ø THREADED ROD@ 24" O.C. W/ 4"

EMBED FOR FULLLENGTH OF NEW

BEAM

(N) BEAM PER PLAN

W3 MTL DECKOVER 3 1/2"CONCRETE

3/8" CAP PLATE

(N) HSS COL

1/4

1/4TYP. 1/2"

11"

4"

TYP.

1/2" PL

1 1/2" LT WT.COCRETE OVER

10 GA PLATE

7"M

IN.

MAX.

11"

HSS STRINGER

HSS STRINGER

HSS PER PLAN

L4 x 4 x 3/8 @ 16" O.C.


1' -

6"

(N) HSS COLUMN

1" NON- SHRINKGROUT

2" 5" 5"

TYP.

2"

8"

PL1"x 14" x 1'-2W/(8) 7/8"Ø ANCHOR BOLTS

3' -

0"

2' - 6"

WASH PL 3/8" x 3 SQ.AT EA ANCHOR BOLTW/ BUT TOP AND BOTT

(N) FOOTING PER PLAN

1/2" Ø THRDS STUD CENTERED@ 24" O.C. ON 4x

HSS4 x 4

TYP.

3/16

3/16TYP.

C8 x 11.5

CLR

1/2

"

3/4

"

5/16

5/16TYP.

CLR

1"

PL 3/8" CAPTYP.

HSS12 x 4

HSS4 x 4

CLR

1"

TYP.

3/16

3/16TYP.

1/4

1/4TYP. C8 x 11.5

HSS12 x 4

111213

C8 x 11.5

HS

S4X

4X

3/8

HS

S4X

4X

3/8

8"

10

' - 0

"6

1/2

"

9 SPA'S @ 24" O.C.

18' - 0"1' - 6"

E22

TYP.

3E2

TYP.

4x4 @ 24" O.C.

3"

C5

C4

B12

Irvine Welding


License # 788223

ARCH ENG

DESCRIPTION

PROJECT

CONTRACTOR

JOB NO.

CHK BY

DRAWN BY

DATE

SHEET NO.

REVISIONS


WM

CO

NS

UL

TIN

G S

ER

VIC

E | W

WW

.WM

ED

RA

NO

.CO

M | 7

60

.42

9.8

18

01

2/1

7/2

01

5 6

:29

:22

PM

E2

STAIR AND TRELLIS LAYOUT


Author

Checker



A 6/16/2015 FOR APPROVAL

PARTIAL UPPER LEVEL FRAMING AT ELEVATOR

11TYPICAL SECTION AT STAIR

TRELLIS FRAMING PLAN

5TYPICAL STRINGER ANCHOR DETAIL

7TYPICAL STRINGER AT BEAM CONNECTION

6TYPICAL STRINGER AT MIDLANDING

2HSS COLUMN AT (E) SLAB AT TRELLIS

4HSS COLUMN AT TRELLIS CHANNELS

3HSS COLUMN AT TRELLIS SUPPORT

1SECTION AT TRELLIS

Engineering

24hrs fitness escondido for fabrication