A stair TI sample

1. 31/2"21/2"
8"
3 1/2" 3 1/2"
1"6"1"
9/16" Ø x 2 1/4
LONG SLOTTED
HOLE ON HSS
P1
4"4"
HSS12x6x1/2x15'-71/2"3/4"11/16"
15'-915/16"
1"
4" 1' - 0" 4"
213/16"
CP1
10" 10"
P1
P1
15' - 4 11/16"
"A"
1/4"
TYP.
6
1' - 8"
1/2"6"1/2"
7"
31/2"31/2"
2"1' - 4"2"
CP1
"Ø HLS
15/16"
"Ø HLS
15/16"
6"
1"6"1"
31/2"21/2"
8"
P1
3"3"
9/16" Ø x 2 1/4
LONG SLOTTED
HOLE ON HSS
4"4"
3/4"HSS12x6x1/2x12'-315/16"3/4"
12'-57/16"
4" 1' - 0" 4"
1/4"
TYP.
10" 10"
CP2
23/4"
12' - 1 3/16"
P1 P1
"B"
2" 1' - 4" 2"
10"10"
1' - 8"
15/8"23/4"15/8"
6"
6"
CJP
CP2
2" 1' - 4" 2"
9"21/4"
111/4"
b2 b2
1' - 8"
7"
31/2"31/2"
2"1' - 4"2"
"Ø HLs
13/16"
Irvine Welding
508 Central Ave.
Lake Elsinore, CA 92530
Phone: (951) 245-6233
Fax: (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
SHIP
MARK
DETAIL
MARK
QUAN. DESCIPTION LENGTH REMARKS
TYPICAL HOLE SIZEFINISH
1. ALL MATERIAL IS A36 U.N.O.
2. ALL HSS A500 GR "B"
3. ALL PIPE A53
4. ALL WF BEAMS A992 GR 50
5. GRIND ALL EDGE WELDS
ELECTRODE
E70XX
SHOP NOTES
WMCONSULTINGSERVICE|WWW.WMEDRANO.COM|760.429.818012/17/20156:29:11PM
1
COLUMNS
24HR FITNESS RENOVATION 10/7/2015
Author
Checker
272 E VIA RANCHO PARKWAY STE 2010
ESCONDIDO,CA 92025
ONE SHOP COAT 9/16"Ø
NO. DATE DESCRIPTION
1 12/18/2015 FOR FABRICATION
2 - HSS COLUMNS - C1
SECTION "A"
2 - HSS COLUMNS - C2
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' - 3
15/16"
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. 2 1/2"2 1/2"
1/2" 4" 1/2"
5"
CP6
6" 6"
CP3
1/2"HSS4x4x3/8x7'-23/4"3/4"1"
7'-5"
"A"
5/16
TYP.
6" 6"
1/2" 4" 1/2"
5/16
TYP.
CP6
2"8"2"
1' - 0"
2"8"2"
1'-0"
"Ø HLS
1 1/16"
"Ø HLS
1 1/16"
CP3
1/4"HSS4x4x3/8x10'-51/4"1/2"
4 3/4" 4 3/4"
9'-111/2"61/2"
CP7 4"
"B"
TYP.
CJP
MK;WESTONEC4
MK;EASTONEC4
3 1/4" 6 1/4"
1 1/4" 4" 4 1/4"
CP4
4"
CP7
4 3/4"4 3/4"
11/4"4"41/4"
91/2"
9 1/2"
CP4
3/8"HSS4x4x3/8x10'-105/8"1"1"
10'-5"8"
7" 7"
CP8
"C"
CP9
4"
4"
7" 7"
CP9
CJP
TYP.
"Ø HLs
1 1/16
2"10"2"
1' - 2"
2"5"5"2"
1'-2"
5"4"5"
5"4"5"
"Ø HLs
1 1/16
CP8
23/4"
33/4"1'-6"2"
1'-113/4"
b8b8b8
2"5"5"2"
w1
TYP.
8
8
2
"Ø HLs
15/16"
2"5"5"2"
1' - 2"
2"5"5"2"
1'-2"
"Ø HLs
15/16"
2"8"2"
23/4"
1'-93/4"
1'-113/4"
2"
b8b8
33/4"1'-6"
w1
TYP.
2"8"2"
1' - 0"
2"8"2"
1'-0"
"Ø HLs
15/16"
Irvine Welding
508 Central Ave.
Lake Elsinore, CA 92530
Phone: (951) 245-6233
Fax: (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
SHIP
MARK
DETAIL
MARK
QUAN. DESCIPTION LENGTH REMARKS
TYPICAL HOLE SIZEFINISH
1. ALL MATERIAL IS A36 U.N.O.
2. ALL HSS A500 GR "B"
3. ALL PIPE A53
4. ALL WF BEAMS A992 GR 50
5. GRIND ALL EDGE WELDS
ELECTRODE
E70XX
SHOP NOTES
WMCONSULTINGSERVICE|WWW.WMEDRANO.COM|760.429.818012/17/20156:29:13PM
2
COLUMNS
24HR FITNESS RENOVATION 10/7/2015
Author
Checker
272 E VIA RANCHO PARKWAY STE 2010
ESCONDIDO,CA 92025
ONE SHOP COAT 15/16"Ø
NO. DATE DESCRIPTION
1 12/18/2015 FOR FABRICATION
2 - HSS COLUMNS - C3
SECTION "A"
2 - HSS COLUMNS - C4
SECTION "B"
2 - HSS COLUMNS - C5
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

3. 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"
43/4"9"11/4"
W14 x 22 x 9' - 5 1/2"
P7 P7
8 3/4"4 SPA'S @ 2'-0 = 8' - 0"8 3/4"
13/8"
8 3/4"4 SPA'S @ 2'-0 = 8' - 0"8 3/4"
13/8"
W16 x 26 x 9' - 5 1/2"
P5 P5
11/4"1'-01/2"11/4"
1'-3"
5 1/4"2 1/2"
7 3/4"
1/2"
1/2"
TYP.
W16 x 26 x 22' - 8"
P5
P6
11/4"1'-01/4"9"
1'-101/2"
8 3/8"
3 3/8"5"
1/2"
1/2"
TYP.
4" 11 SPA'S @ 2'-0 = 22' - 0" 4 1/16"
13/8"
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"
11/4"101/2"31/4"
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)
P3 P3
4' - 0 1/8" 5' - 5 5/16"
Hs2
(CTRD')
43/4"9"11/4"
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"
11/4"
4' - 9 5/16"1' - 4"3' - 4 1/8"
5/8"
23/4"
5/8"
"Ø HLs
9/16"
2"
113/8"
P2
P2
1/4"
TYP.
Irvine Welding
508 Central Ave.
Lake Elsinore, CA 92530
Phone: (951) 245-6233
Fax: (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
SHIP
MARK
DETAIL
MARK
QUAN. DESCIPTION LENGTH REMARKS
TYPICAL HOLE SIZEFINISH
1. ALL MATERIAL IS A36 U.N.O.
2. ALL HSS A500 GR "B"
3. ALL PIPE A53
4. ALL WF BEAMS A992 GR 50
5. GRIND ALL EDGE WELDS
ELECTRODE
E70XX
SHOP NOTES
WMCONSULTINGSERVICE|WWW.WMEDRANO.COM|760.429.818012/17/20156:29:16PM
3
BEAMS
24HR FITNESS RENOVATION 10/7/2015
Author
Checker
272 E VIA RANCHO PARKWAY STE 2010
ESCONDIDO,CA 92025
ONE SHOP COAT 3/4"Ø
NO. DATE DESCRIPTION
1 12/18/2015 FOR FABRICATION
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"
b6 5 5/8"Ø THRD ROD 0' - 5 1/2" W/ EPOXY
P6 1 PL 1/2 x 8 3/8 1' - 10 1/2"
P5 1 PL 1/2 x 7 3/4 1' - 3"
b6 13 5/8"Ø THRD ROD 0' - 5 1/2" W/ EPOXY
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"
Hs2 10 3/4"Ø HEADED STUD 0' - 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"
Hs2 2 3/4"Ø HEADED STUD 0' - 3"
b6 8 5/8"Ø THRD ROD 0' - 5 1/2" W/ EPOXY
B7 1 W12x22 9' - 5 1/2"
AS SHOWN
OPP HAND
1/2"
1/2"
TYP.
VIF
VIF
VIF
VIF
NOTE:
FIELD VERIFY LOCATION OF
ALL EXISTING STEEL BEAMS
THAT HAVE NEW STEEL BEAM
CONNECTIONS PRIOR TO
FABRICATION.
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
VIF
SECTION "A"
NEED ELEV MNFG INFO
NEED ELEV MNFG INFO

4. W14 x 22 x 8' - 8 3/4"
P4 P4
113/8"
1"103/8"
5" 2"
7"
1' - 4 3/8" 2' - 0" 2' - 0" 2' - 0" 1' - 4 3/8"13/8"
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"
43/4"9"11/4"
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 HLs
3/4"
PL 1/2 x 8 x 22' - 10 1/2"
8"
P11
2"
113/8"
P2 P2
1/4"
TYP.
Irvine Welding
508 Central Ave.
Lake Elsinore, CA 92530
Phone: (951) 245-6233
Fax: (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
SHIP
MARK
DETAIL
MARK
QUAN. DESCIPTION LENGTH REMARKS
TYPICAL HOLE SIZEFINISH
1. ALL MATERIAL IS A36 U.N.O.
2. ALL HSS A500 GR "B"
3. ALL PIPE A53
4. ALL WF BEAMS A992 GR 50
5. GRIND ALL EDGE WELDS
ELECTRODE
E70XX
SHOP NOTES
WMCONSULTINGSERVICE|WWW.WMEDRANO.COM|760.429.818012/17/20156:29:19PM
4
BEAMS
24HR FITNESS RENOVATION 10/7/2015
Author
Checker
272 E VIA RANCHO PARKWAY STE 2010
ESCONDIDO,CA 92025
ONE SHOP COAT 3/4"Ø
NO. DATE DESCRIPTION
1 12/18/2015 FOR FABRICATION
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"
b6 4 5/8"Ø THRD ROD 0' - 5 1/2" W/ EPOXY
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"
Hs2 10 3/4"Ø HEADED STUD 0' - 3"
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 SHOWN
OPP 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

5. "B"
1'-0"
8"
7"
3/8" 11 3/16"
613/16"
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"
13/4"
6"21/4"
2"
2"
Sb1
Sb1
L6
Tr1
Tr3
P9
St1 (R)
St2 (R)
St3 (R)
L6
Tr2
St4 (R)
P8
Tr6
12RISERS@0'-7=7'-0"7"
L3
2"2"
17RISRS@615/16(+-)=9'-213/16"615/16"
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"
615/16"
1 1/2"9"1 1/2"
TYP.
1' - 1"
Tr5
Tr4
P7
3 7/16"
17'-43/4"
1/8 1-6
TYP.
1/8 1-4
TYP.
1/4
1/4
TYP.
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 Tr1
St4 (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"
33/4"6"21/4"
St2 (L)
St2 (R)
Sb1
L5L5 L4 L4 L4
Tr4
3/16
TYP.
5/16
TYP.
3/16 2 - 6
TYP.
11 3/4"
85/8"
1"
11/8"
1 1/4"
12"
1 1/4"
12"
811/16"
1 3/16"
12"
1 3/16"
12"
1"
11 3/4"
11/8"
85/8"
811/16"
7"
1"
1"
1 1/4"
12"
71/16"
6' - 10 7/8"
1 1/4"
12"
11/8"
1 3/16"
12"
11 3/4"
85/8"
811/16"
1"
10 3/4"
11/8"
1 3/16"
12"
Irvine Welding
508 Central Ave.
Lake Elsinore, CA 92530
Phone: (951) 245-6233
Fax: (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
SHIP
MARK
DETAIL
MARK
QUAN. DESCIPTION LENGTH REMARKS
TYPICAL HOLE SIZEFINISH
1. ALL MATERIAL IS A36 U.N.O.
2. ALL HSS A500 GR "B"
3. ALL PIPE A53
4. ALL WF BEAMS A992 GR 50
5. GRIND ALL EDGE WELDS
ELECTRODE
E70XX
SHOP NOTES
WMCONSULTINGSERVICE|WWW.WMEDRANO.COM|760.429.818012/17/20156:29:19PM
5
STAIR
24HR FITNESS RENOVATION 10/7/2015
Author
Checker
272 E VIA RANCHO PARKWAY STE 2010
ESCONDIDO,CA 92025
ONE SHOP COAT 7/8"Ø
NO. DATE DESCRIPTION
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"
STR
1
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 WIDTH
PENDING ARCH
VERIFICATION

6. B
C
D
E
891011121314
(E)W16X31
(E)W16X31
(E)W16X31
(E)W16X31
(E)W24X55
(E)W16X31
(E)W16X31
(E)W24X55
(E)W27X84
(E)W16X31 (E)W16X31
(E)W16X31
(E)W16X31
(E)W16X31(E)W16X31
(E)W16X31
(E)W16X31
(E)W24X55
(E)W24X55
(E)W27X84
(E)W16X31
(E)W16X31(E)W16X31
(E)W16X31
(E)W16X31
(E)W16X31
(E)W16X31
(E)W14X22
(E)W16X31 (E)W16X31
(E)W24X68(E)W24X68
(E)W27X84
(E)W21X44
(E)W16X31
(E)W16X31
(E)W16X31(E)W14X22
(E)W14X22
(E)W21X44
(E)W14X22
(E)W24X55
(E)W24X55
(E)W16X31
(E)W16X31
(E)W16X31
2'-8"
6' - 11 1/2"
VIF
23' - 6" 23' - 10" 5' - 8 1/2"
4"
OPENING
9'-0"
3'-01/4"6'-113/4"
VIF
10'-0"
VIF
10'-0"
VIF
10'-0"
VIF
10'-0"
VIF
10'-0"
VIF
10'-0"
VIF
8"(1"MAX?)
15' - 7" 7' - 10" 11' - 0"
WIDTH?
6'-2"
W16x26
W12x19W14x22W12x19W14x22
W14x22
VIF
10'-0"
VIF
23' - 2 1/2"FLG FLG
4' - 0" 2' - 5" 4' - 7" 24' - 0" 30' - 0" 30' - 0"
30'-0"30'-0"30'-0"
W12x22
2'-6"7'-6"
W14x22
W12x19
2
E1
TYP.
4
E1
TYP.
5
E1
TYP.
6
E1
TYP.
8
E1
TYP.
7
E1
7
E1
HSS4X4X3/8
2
E2
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"
W12x22
B8
B7
B6
B1
B2B1
B1B1B3
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
W12x19
[TMP3]
[TMP3]
5'-85/8"4'-33/8"
A2A2
1/2" PL
VIF
23' - 3 1/4"
5' - 5"
2'-8"
4"
OPENING
6'-4"3'-4"
HSS4X4X3/8
4'-1"15'-11"
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'-53/8"3'-65/8"
HSS12 x 4 x 3/8
7' - 10" 11' - 0"
HSS12 x 4 x 3/8
HSS12 x 4 x 3/8
HSS6 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
Break
Line
C1 C1[TMP1] [TMP1]
5/16
PL TO
EXISTING
BEAM
1/2"
(E) BEAM PER PLAN(N) BEAM PER PLAN
3"
PL 3/4 x 9 1/2 SQ.
(N) COLUMN PER PLAN
5/16
NEW BEAM
5/16
PL TO
EXISTING
BEAM
SEE BEAM TO
BEAM
CONNECTION
CORE AND FILL WITH
NON-SHRINKABLE
GROUT FOR COLUMN
INSTALLATION
1'-31/2"
9"61/2"
(N) BEAM PER PLAN
3/4"Ø x 0'-3 LONG
NELSON STUDS @ 24"
O.C. CORE THRU SLAB
AND EPOXY IN SLAB
(E)BEAM PER PLAN
PL 1/2 x 8 CONTINOUS
EXTENDED WITHIN 2"
CLEAR OF END OF BEAM
1/4 16
1/4 16
@ ENDS
4" 4"
1/4 4-12
1/4 4-12
INTERMEDIATE
5/8"Ø THREADED ROD @
24" O.C. W/ 4" EMBED FOR
FULL LENGTH OF NEW
BEAM
(N) BEAM PER PLAN
W3 MTL DECK
OVER 3 1/2"
CONCRETE
MAX.
1"
1/2"
HSS12X
2"2"2"2"
PL 3/4"
W/ (2) 3/4"Ø STD HOOK
ANCHOR (8" EMBED)
3 1/2" 3 1/2"
8"1"GROUT
3"EDGE OF
ELEVATOR 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 1/4
W/ (2) 5/8"Ø EXPANSION
ANCHORS(4" EMBED)
61/2"
2"2"2"2"
1 5/8"2 3/4" 1 5/8"
PL 3/4"
W/ (4) 1/2"Ø THRU BOLTS
FILL HOLE W / EPOXY
(E) STEEL BEAM PER PLAN
(N) PL 1/4" STIFFNER
EACH SIDE
L6 x 4 x 3/8
W/ 3/4"Ø M.B. A325N
2 1/4" LONG VERTICAL
SLOLTTED HOLES IN HSS
31/2"
GAP
3/4"
5/16
TYP.
3/8" PL @ W12 & W14
1/2" PL @ W16
(N)BEAM PER PLAN
1/4"
TYP. 3 SIDES 2"
RETURN
(E) BEAM
PER PLAN
5/16
5/16
TYP.
5"
CLR
1/2"
11/2"11/2"
(E) CONCRETE SLAB PER PLAN
1'-6"
(N) HSS COLUMN
1" NON- SHRINK
GROUT
TYP.
2"
8"
3/4" PL 12" x 1'-0
W/(4) 7/8"Ø ANCHOR BOLTS
3'-0"
2' - 6"
WASH PL 3/8" x 3 SQ.
AT EA ANCHOR BOLT
W/ BUT TOP AND BOTT
(N) FOOTING PER PLAN
Irvine Welding
508 Central Ave.
Lake Elsinore, CA 92530
Phone: (951) 245-6233
Fax: (951) 245-2779
License # 788223
ARCH ENG
DESCRIPTION
PROJECT
CONTRACTOR
JOB NO.
CHK BY
DRAWN BY
DATE
SHEET NO.
REVISIONS
MACKENZIE GRIMM+CHEM STRUC
WMCONSULTINGSERVICE|WWW.WMEDRANO.COM|760.429.818012/17/20156:29:21PM
E1
LOWER FLOOR AND FIRST FLOOR FRAMING PLAN
24HR FITNESS RENOVATION 10/7/2015
WM
SC
272 E VIA RANCHO PARKWAY STE 2010
ESCONDIDO,CA 92025
NO. DATE DESCRIPTION
1 12/18/2015 FOR FABRICATION
PARTIAL FIRST FLOOR FRAMING PLAN
LOWER LEVEL
2
HSS COLUMN AT EXISTING BEAM DETAIL
6
NEW BEAM TO EXISTING SLAB DETAIL
7
PARALLEL PLATE AT BEAM FLANGE
8
TYPICAL BEAM AT EDGE OF SLAB
3
TYPICAL HSS ELEVATOR GUIDERAIL ANCHOR DETAIL
4
TYPICAL HSS ELEVATOR GUIDERAIL CONNECTION
5
TYPICAL NEW BEAM TO EXISTING BEAM CONNECTION
1
HSS COLUMN AT (E) SLAB AT STAIR

7. C
89
(E)W16X31
(E)W16X31
(E)W24X55
(E)W24X55
(E)W16X31
W12x22
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 LEVEL
0"
9
FIRST FLOOR
17' - 4 3/4"
9'-93/4"7'-7"
17'-43/4"
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"
E1
1
TYP.
E2
6
TYP.
E1
5
TYP.
E1
7
8"
STR1
HSS4X4X3/8
D
E
1011121314
4' - 0" 2' - 5" 4' - 7" 24' - 0"
30'-0"
1
E2
C8 x 11.5
C8 x 11.5
HSS12x4x3/8
HSS4X4X3/8
HSS4X4X3/8
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'-11"10'-0"
19' - 6" 12' - 2"
HSS4X4X3/8
1 1/2" LT WT.
COCRETE OVER
12 GA PLATE
HSS STRINGER
L1 x 1 x 1/8
L4 x 4 x 1/4 x 0'-4
W/ 3/4"Ø EXPANSION
ANCHOR (6" EMBED)
4"
3/8" PL
2"
1 1/2" LT WT.
COCRETE OVER
12 GA PLATE
HSS STRINGER
61/2"
4"
8"
L1 x 1 x 1/8
PL 3/8 EA. SIDE
OF HSS
STRINGER
5/16
TYP.
5/16
TYP.
5/8"Ø THREADED ROD
@ 24" O.C. W/ 4"
EMBED FOR FULL
LENGTH OF NEW
BEAM
(N) BEAM PER PLAN
W3 MTL DECK
OVER 3 1/2"
CONCRETE
3/8" CAP PLATE
(N) HSS COL
1/4
1/4
TYP. 1/2"
11"
4"
TYP.
1/2" PL
1 1/2" LT WT.
COCRETE OVER
10 GA PLATE
7"MIN.
MAX.
11"
HSS STRINGER
HSS STRINGER
HSS PER PLAN
L4 x 4 x 3/8 @ 16" O.C.
(E) CONCRETE SLAB PER PLAN
1'-6"
(N) HSS COLUMN
1" NON- SHRINK
GROUT
2" 5" 5"
TYP.
2"
8"
PL1"x 14" x 1'-2
W/(8) 7/8"Ø ANCHOR BOLTS
3'-0"
2' - 6"
WASH PL 3/8" x 3 SQ.
AT EA ANCHOR BOLT
W/ 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
3/16
TYP.
C8 x 11.5
CLR
1/2"
3/4"
5/16
5/16
TYP.
CLR
1"
PL 3/8" CAPTYP.
HSS12 x 4
HSS4 x 4
CLR
1"
TYP.
3/16
3/16
TYP.
1/4
1/4
TYP. C8 x 11.5
HSS12 x 4
111213
C8 x 11.5
HSS4X4X3/8
HSS4X4X3/8
8"
10'-0"61/2"
9 SPA'S @ 24" O.C.
18' - 0"1' - 6"
E2
2
TYP.
3
E2
TYP.
4x4 @ 24" O.C.
3"
C5
C4
B12
Irvine Welding
508 Central Ave.
Lake Elsinore, CA 92530
Phone: (951) 245-6233
Fax: (951) 245-2779
License # 788223
ARCH ENG
DESCRIPTION
PROJECT
CONTRACTOR
JOB NO.
CHK BY
DRAWN BY
DATE
SHEET NO.
REVISIONS
MACKENZIE GRIMM+CHEM STRUC
WMCONSULTINGSERVICE|WWW.WMEDRANO.COM|760.429.818012/17/20156:29:22PM
E2
STAIR AND TRELLIS LAYOUT
24HR FITNESS RENOVATION 10/7/2015
Author
Checker
272 E VIA RANCHO PARKWAY STE 2010
ESCONDIDO,CA 92025
NO. DATE DESCRIPTION
A 6/16/2015 FOR APPROVAL
PARTIAL UPPER LEVEL FRAMING AT ELEVATOR
11
TYPICAL SECTION AT STAIR
TRELLIS FRAMING PLAN
5
TYPICAL STRINGER ANCHOR DETAIL
7
TYPICAL STRINGER AT BEAM CONNECTION
6
TYPICAL STRINGER AT MIDLANDING
2
HSS COLUMN AT (E) SLAB AT TRELLIS
4
HSS COLUMN AT TRELLIS CHANNELS
3
HSS COLUMN AT TRELLIS SUPPORT
1
SECTION AT TRELLIS