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12/21/16 / RMc V:\16003\CA\03_Bulletins\Bulletin 005 (Structural Review Comments)\EVCC Bulletin 005.docx Page 1 of 1
OHLSON LAVOIE
COLLABORATIVE
6 1 6 E S P E E R B L V D
D E N V E R , C O L O R A D O
8 0 2 0 3 - 4 2 1 3
T : 3 0 3 . 2 9 4 . 9 2 4 4
F : 3 0 3 . 2 9 4 . 9 4 4 0
w w w . o l c d e s i g n s . c o m
A R C H I T E C T U R E
A Q U A T I C S
I N T E R I O R S
T E C H N O L O G Y
C L I E N T - C E N T E R E D C R E A T I V I T Y
Bulletin
Project: Estes Valley Community Center Bulletin # 005
Estes Park, Colorado Date: 21-Dec-16
Project #: 16003.00
Owner’s Rep RLH Engineering Architect: Ohlson Lavoie Collaborative
541 E Garden Dr # S 616 E Speer Blvd
Windsor, CO 80550 Denver, Colorado 80203-4213
(970) 686-5695 ,Tel (303) 294-9244, Tel
cjordan@rlhengineering.com (303) 294-9440, Fax
olc@olcdesigns.com
Attn: Chuck Jordan
Contractor Adolfson & Peterson, Inc. Cc:
797 Ventura St Field tpurcell@a-p.com
Aurora, CO 80011 Other
(303) 363-7101,Tel Other
jheustis@a-p.com Other
Other
Attn: Jason Heustis
The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with
the Contract Documents. Proceeding with the Work in accordance with these instructions indicates your
acknowledgement that there will be no change in the Contract Sum or Contract Time. Should these instructions
constitute a change in Contract Sum or Contract Time, a Change Order Request including all documentation
supporting a change must be issued by the Contractor within the time constraints of the Contract.
DESCRIPTION: (May be continued on attached sheets)
Spec.
Section
Amendment(s):
Drawing:
Amendment(s):
S551 • Added reinforcing to foundation detail 20.
ATTACHMENTS: (Lists documents that support description)
Spec. Sections
NONE
Drawings
S551
END OF BULLETIN
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A
1/2"
1/2" MAX
WP
2"
3 1/2" TYP
2"
1 1/2"1 1/2"
(5) 1"Ø A325-SC SC
BOLTS, OVS HOLES IN
GUSSET, (3) BOLTS AT
'SIM'
PL 3/8"5/16
5/16
PL 3/8 W/ (6) BOLTS
IN STD HOLES
1
1
/
2
"
T
Y
P
3"
T
Y
P
1
1
/
2
"
-
STRIP FLANGE, ONE SIDE
1" T Y P
2"
4"
2" TYPPL WASHERS 1/2x3x3
W/ STD HOLES
8"
8"
1
1
/
2
"
2"
3 1
/2" TY
P
1/
2
"
M
A
X
WP(6) 1"Ø ANCHOR BOLTS,
SEE FOR
ADDITIONAL INFO
5/16 3
2 SIDES,
TYP
4/S380
5/16
5/16
1"
(4) #6 TOP AND BOTTOM,
HOOK EACH END TOP,
EXTEND BOTTOM TO
FAR SIDE OF FOOTING
(3) #4x TIES 1'
-
6
"
#4x @ 14" TIES
(5) 1"Ø A325-SC BOLTS,
OVS HOLES IN GUSSET
PL 3/4
-
PL 3/8"
5/16
1
1
/
2
"
N
S
G
R
O
U
T
1'-4"
WP
(2) L4x4x1/4 ES W/ (4)
3/4"Ø A325-SC BOLTS IN
OVS HOLES TO FLANGE
AND (2) 3/4"Ø A325-SC
BOLTS IN OVS HOLES TO
GUSSET, TOP AND BOT
OF BRACE
5/16
5/16
1/2"
1
"
T
Y
P
AB
PL 3/4"
S510
20
WITH MAXIMUM
NUMBER OF BOLTS
PL WASHERS 1/2x3x3
W/ STD HOLES
WP
(8) 1"Ø ANCHOR BOLTS,
SEE FOR
ADDITIONAL INFO,
(2) BOLTS AT 'SIM'
5/16 3
2 SIDES,
TYP
4/S380
5/16
5/16
1"
(2) L4x4x1/4 ES W/ (4)
3/4"Ø A325-SC BOLTS IN
OVS HOLES TO FLANGE
AND (2) 3/4"Ø A325-SC
BOLTS IN OVS HOLES TO
GUSSET, TOP AND BOT
OF BRACE
1/
2
"
1 1 /2 "
3 "1 1 /2 "
1 /2 "
1 1 /2 "
3 "
1 1 /2 "
1
"
T
Y
P
2" TYP
STEP STEM WALL
AROUND PILASTER,
INFILL WITH CONCRETE
PRIOR TO STUD
INSTALLATION
1'
-
6
"
6"
6"
1'
-
0
"
1'
-
0
"
PL 3/4
#4x VERT @ EACH CORNER
AND @ 18" OC MAX AROUND
PERIMITER OF PILASTER
(3)#4x AROUND
ANCHORS BOLTS AND @
12" OC MAX TO BOT OF
FOOTING
AC
PL 3/4"
5/16
8"
1
1
/
2
"
N
S
G
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1'-4"
-
1/2"
1 1/2"
3"
1 1/2"
1" T Y P
PL 1/2 W/ (8) 3/4"Ø A325-SC
BOLTS @ 5" GAGE, OVS
HOLE IN PL
1/
2
"
M
A
X
5/16
5/16
WP
CAP PL PER
6/S520 STRIP FLANGE , FAR SIDE
(21) BOLTS
1 1/2"
3"3"
TY
P
3"
1
1
/
2
"
-
PL 1/2 W/ (8) 3/4"Ø A325-
SC BOLTS @ 5" GAGE,
OVS HOLE IN PL
WP
1/2"
1
1
/
2
"
N
S
G
R
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U
T
1
"
3 " T Y P
1 1/2 "
8"
5/16
5/16
5/16
3/16 2
3/16 2 TYP
TYP
8"
T/PILASTER =
B/ MTL DECK
1 1/2"
PL 1 1/2x1'-4" W/ (8) 3/4"Ø ANCHOR
BOLTS IN OVS HOLES W/ 18" MIN
EMBEDMENT
PL WASHERS 1/2x3x3 W/ STD HOLES
(5) #4 TIES @ 3" TOP
1"
2" MIN
1/
2
"
M
A
X
WP
3
1
/
2
"
1 1 /2 "
3 "3 "3 "
1 1 /2 "
T
Y
P
1
"
5/16
5/16
3" MIN
S510
10
L
PL 1/2 W/ (4) 3/4"Ø A325-SC
BOLTS IN OVS HOLES
1/
2
"
M
A
X
WP
3
1
/
2
"
1 1 /2 "3 "3 "3 "1 1 /2 "
1
"
T
Y
P
5/16
5/16
S505
14
PL 1/2 W/ (4) 3/4"Ø A325-SC
BOLTS IN OVS HOLES
3" MIN
1
1
/
2
"
(2) L4x4x1/4 ES W/ (8) 3/4"Ø A325-SC
BOLTS IN OVS HOLES TO FLANGE AND
(4) 3/4"Ø A325-SC BOLTS IN OVS HOLES
TO GUSSET, TOP AND BOT OF BRACE
1" TY P
1/
2
"
M
A
X
1/2" MAX
1 1/2"
3"1 1/2"
3"
T
Y
P
1
1
/
2
"
5/16
5/16
6"
3" T
Y
P
1 1/2"
1/2" M
A
X
5/16 30 MIN
5/16 30 MIN
WP
PL 3/8 W/ (12)
A325-SC BOLTS,
OVS HOLES IN PL
-
PL 1/2 W/ (18)
BOLTS MIN
PL 1/2
STRIP FLANGE,
FAR SIDE
WP
-
PL 1/2 W/ (22)
BOLTS MIN
11/S551
NOTE:
1) SEE FOR ADDITIONAL CONNECTION INFORMATION NOT SHOWN
3"
T
Y
P
6"
1 1/2"
3"
1 1/2"
1/2" MAX
STRIP FLANGES, FAR SIDE
7"
PL WASHERS 1/2x3x3
W/ STD HOLES
WP(10) 1"Ø ANCHOR BOLTS,
SEE FOR
ADDITIONAL INFO
5/16 3
2 SIDES,
TYP
4/S380
5/16
5/16
(5) #8 TOP AND BOTTOM,
HOOK TOP EACH END,
EXTEND BOTTOM TO FAR
SIDE OF FOOTING
(4) #4x TIES
(7) #4x @ 3" TIES
EACH END OF BEAM,
@ 12" REMAINDER
PL 1
-
PL 1/2
3"
TY
P
8"
1'-2"
3"
M
I
N
(2) L4x4x1/4 ES W/ (8) 3/4"Ø A325-SC
BOLTS IN OVS HOLES TO FLANGE AND (4)
3/4"Ø A325-SC BOLTS IN OVS HOLES TO
GUSSET, BEAM AND GUSSET HOLES ARE
STD,TOP AND BOT OF BRACE
PL 3/8 W/ (12)
A325-SC BOLTS,
OVS HOLES IN PL
2'
-
0
"
5/16
4'
-
6
"
1
1
/
2
"
N
S
G
R
O
U
T
5
6"
7"
WP
HOOK TYPICAL
STEM WALL
REINF AT THIS
END
(4) #4x TIES
-
LEAVEOUT POCKET FOR
BASEPLATE, INFILL W/
CONCRETE PRIOR TO
PLACING STUDS
20/S551
NOTE:
1) SEE FOR ADDITIONAL CONNECTION INFORMATION NOT SHOWN
1'
-
9
"
#4 @ 12" MAX
EA FACE OF
PILASTER
4"
WP
(4) #4x TIES
(3) #4 VERTS,
EACH FACE
-
2"
3 1
/2"
3 1
/2"
2"
2" TYPPL WASHERS 1/2x3x3
W/ STD HOLES
10
"
1
1
/
2
"
(2) 1"Ø ANCHOR BOLTS,
SEE FOR
ADDITIONAL INFO
5/16 3
2 SIDES,
TYP
4/S380
5/16
5/16
1"
(3) 1"Ø A325-SC BOLTS,
OVS HOLES IN GUSSET
PL 3/4
PL 3/8"
5/16
1
1
/
2
"
N
S
G
R
O
U
T
1/
2
"
M
A
X
1'-2"
SCALE:
ISSUE DATE:
DRAWN BY:
REVIEWED BY:
PROJECT #:
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C O L L A B O R A T I V E
www.olcdesigns.com
0123456789101112
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616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT SET
3/4" = 1'-0"
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SABIA
Author
10-17-2016
16.0117.S.01
BRACED FRAME
DETAILS
S551
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3/4" = 1'-0"1 GRID AD BRACE TOP CONN
3/4" = 1'-0"6 GRID AD BRACE BOTTOM
3/4" = 1'-0"3 GRID A1 BRACE TOP CONN
3/4" = 1'-0"7 GRID A1 BRACE BOTTOM
3/4" = 1'-0"9 WT X BRACE TOP CONN
3/4" = 1'-0"10 WT X BRACE BOT CONN
3/4" = 1'-0"4 GRID 7 BRACE TOP 3/4" = 1'-0"8 GRID 7 BRACE BOT
3/4" = 1'-0"11 TYP WF BRACE CONN
3/4" = 1'-0"12 WF BRACE MID CONN 3/4" = 1'-0"20 GRID 8 BRACE BOTTOM
3/4" = 1'-0"15 GRID A.1 BRACE BOTTOM
3/4" = 1'-0"13 GRID AB BRACE BOTTOM
12-21-16 BULLETIN NO. 5