HomeMy WebLinkAboutPermit Building 2018-06-15THIS DRAWING SET APPLIES TC CEI! :NG ACCESS PLATFORMS AT THE 4TH FLOOR OF RIVERBEND
MEDICAL CENTEk �N S''R�NGFIE�_D CIRHGON (iNL�.
SHORING AND
SHIELDING
SHALL BE
THE RESPONSIBILITY OF
THE CONTRACTOR PERFORMING THE
WORK, THESE
DRAWINGS
ARE
NOT
3 1/16"
FIKt-4ND
INTENDED
1/2"
1/2"
LIFE
SAFETY
4"
OR OSHA
TO PROVIDE
A
MEANS
OR METHODS OF CONSTRUCTION.
THESE DRAWINGS ADDRESS
STRUCTUF:AL
REQ"JIREMENTS ONLY.
THESE DRAWINGS DO NOT
ADDRESS
REQ'D
INSTALLATION
TORQUE
ft -Ib
ANY MECHAR'1CnL,
ELECTP!C.nL,
2 3/4"
3 1/16"
FIKt-4ND
25
1/2"
1/2"
LIFE
SAFETY
4"
OR OSHA
5/8"
REQUIREMENTS.
DESIGN LOADS:
A) DEAD LOAD:
B) LIVE LOAD:
10 PSF
40 PSF OR 300#
EXPANSION ANCHOR NOTES
"EXPANSION ANCHORS" OR "WEDGE ANCHORS" SHOWN ON DRAWINGS SHALL BE HILTI KWIK BOLT TZ (KB -TZ)
ANCHORS.
INSTALLATION OF ANCHORS SHALL MEET ALL REQUIREMENTS OF ICC REPORT ESR -1917.
PERIODIC SPECIAL INSPECTION IS REQUIRED PER ICC ESR -1917 AND 2014 OSSC SECTION 1704.
HOLES SHALL BE DRILLED WITH CARBIDE -TIPPED MASONRY DRILL BITS COMPLYING WITH ANSI 8212.15-1994 &
DUST AND DEBRIS SHALL BE REMOVED FROM THE DRILLED HOLE.
THE ANCHOR MUST BE HAMMERED INTO THE PREDRILLED HOLE TO A DEPTH OF "h" (NOM) &THE NUT MUST BE
TIGHTENED TO THE SPECIFIED TORQUE.
ANCHOR O.D.
d(a)
BIT DIAMETER
d(bit)
EFFECTIVE
MIN. EMBED.
h(ef)
NOMINAL
EMBED.
h(nom)
MIN. HOLE
DEPTH
h(o)
REQ'D
INSTALLATION
TORQUE
ft -Ib
3/8"
3/8"
2 3/4"
3 1/16"
3 3/8"
25
1/2"
1/2"
3 1/4"
3 5/8"
4"
40
5/8"
5/8"
4"
4 7/16"
4 3/4"
60
3/4"
3/4"
4 3/4"
5 5/16"
5 3/4"
110
3/4" X 4" CS KB -TZ
INDICATES HILTI KWIK BOLT -TZ ANCHORS
INDICATES ANCHOR MATERIAL
"CS" =CARBON STEEL
"SS" =STAINLESS STEEL
INDICATES EFFECTIVE EMBEDMENT = h(ef)
INDICATES ANCHOR DIAMETER = d(a)
SPECIAL INSPECTION AND TESTING
THE OWNER OR OWNER'S REPRESENTATIVE SHALL HIRE AN INDEPENDENT INSPECTION AGENCY, APPROVED BY THE
BUILDING OFFICIAL, TO INSPECT PORTIONS OF THE WORK REQUIRING SUCH INSPECTION. SPECIAL INSPECTIONS ARE
SEPARATE FROM AND IN ADDITION TO REQUIRED MUNICIPAL AGENCY INSPECTIONS AND BUILDING PERMIT CHECK -
OFFS. THE LIST BELOW SPECIFIES PORTIONS OF THE WORK REQUIRING SPECIAL INSPECTIONS. THE INSPECTIONS
ARE DEFINED AS EITHER PERIODIC (P) OR CONTINUOUS (C) AS DEFINED PER 2014 OSSC, CHAPTER 2. SPECIAL
INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS AND TESTING AND PROVIDE REPORTS TO THE BUILDING
OFFICIAL, THE ENGINEER OF RECORD AND THE PROJECT OWNER. REPORTS SHALL BE IN CONFORMANCE WITH THE
REQUIREMENTS OF OSSC 1704.2.4.
POST INSTALLED CONCRETE ANCHORS
REQ'D
INSPECTION, TESTING or VERIFICATION
OSSC
REF. STD.
CON
PER
REMARKS
YES
INSPECTION OF ANCHORS
1909.1
ICC
M
X
INSPECTIONS TO
W o
INSTALLED IN HARDENED
��
a V
EVALUATION
N ~
W
�'
INCLUDE ITEMS
� a
CONCRETE 1 t
W �z
REPORT; ACI
W �
m
�
� W
O
LISTED WITHIN
V �
' 1, �
�,�R�CTURgI
318:
N SFR S/O
������NG
2
�� 9r
SPECIAL
��9�tal':=`����«tu. ��
v OREGON Oj
oy���� y 8 2oo�,Q?
ti
�OSEPN
RENEWS:12/31119
�.�; �
Date 05/17/18
3.8.6, 8.1.3,
Scale As indicated
INSPECTIONS
-�{ � � � �
21.1.8
SECTION OF ICC
c.� `� ° ~' ° `
EVALUATION
b o ..�
Y � �
REPORT
r A 6T ca nl w -
VICINITY MAP
Mak
FN22r�Ri�FR
PROJECT LOCATION:
RIVERBEND HOSPITAL
3311 RIVERBEND DR.
SPRINGFIELD, OR
(4TH FLOOR)
RIVERBEND DR.
PILLAR
CONSULTING
GROUP, INC.
0 0
I
835 NW 23rd ST
CORVALLIS, OR 97330
541-752-9202
W W W.PILLAR-INC.COM
#
Description
Date
M
W o
W a
��
a V
� �
�
N ~
W
�'
v
� a
�
W �z
Z W
W �
m
�
� W
O
W ID
V �
a
�,�R�CTURgI
N SFR S/O
������NG
2
�� 9r
81451 PE
��9�tal':=`����«tu. ��
v OREGON Oj
oy���� y 8 2oo�,Q?
ti
�OSEPN
RENEWS:12/31119
Project # 2018006
Date 05/17/18
�O
Scale As indicated
0
N
r
1/2" DIA ROD
HANGER ?ER 3 / S1
' (2) 3/8" DIA SCREWS IN
SNAPTOGGLE WALL
�;
ANrHnR (�_,6" PITCH
�� N!l f
16 GA X 8" BENT 2.5"
1 ON ROD HANGER 2.5'
5/8" GYP -BOARD
CONTRACTOR TO VERIFY
(2) 7/16" DIA
HOLES FOR 3/8"
TOGGLE BOLT
All All
111 rll 111
9/16" DIA HOLE
FOR 1/2" DIA ROD
3/4"
3/4"
I 1/2" DIA HANGER
I ROD BEYOND
I PER 3 / S1
I OR4/S1
I
� � - P 1453 f
UNISTRUT
PER PLAN
1 1/4"
1 1/4" UNISTRUT
PER PLAN
0' - 1 "
MIN
1/2" DIA HANGER
ROD BEYOND
PER 3 / S1
OR4/S1
NUT
P2864
P2864
NUT
UNISTRUT
PER PLAN
6 SEISMIC CONNECTION 4 UNISTRUT OVER EDGE UNISTRUT 2 UNISTRUT DIRECTLY TO HANGER
s2 1 1 /2" = 1'-0" � s2 3.. _ 1'-0., S2 3.. = 1'-0..
I I I
I I I
I I ��
���
@ INTERIOR PERF- II � ����-
O GRIP SPLICE �`--'
(WHERE OCCURS)
5
s2
PLANK TO UNISTRUT
3" = 1'-0"
3/8" DIA BOLT
(2) PER PLANK
PERF -O GRIP
BOLT SEAT @
EA BOLT
� PERF -O PLANK
PER PLAN
UNISTRUT
PER PLAN
P1063 WASHER
NUT
P1010
CHANNEL
NUT
3
s2
1/2" DIA HANGER
ROD BEYOND
PER 3 / S1
� � OR 4 / S1
I
I I (2) 1/2" DIA BOLTS
II
I I ,— P2864
UNISTRUT
PER PLAN
UNISTRUT
PER PLAN
P1737
1/2" DIA BOLT
UNISTRUT UNDER EDGE UNISTRUT
3" = 1'-0"
� 1/2" DIA HANGER
I ROD BEYOND
I PER 3 / S1
OR 4 / S1
I
3/8" DIA BOLT
j (2) PER PLANK
I
I PERF -O GRIP
I �BOLT SEAT @
EA BOLT �
PERF -O PLANK
PER PLAN
UNISTRUT
PER PLAN
NUT AND
WASHER
PLANK TO EDGE UNISTRUT
3" = 1'-0"
PILLAR
CONSULTING
GROUP, INC.
0 0
I
835 NW 23rd ST
CORVALLIS, OR 97330
541-752-9202
W W W.PILLAR-INC.COM
# Description Date
M
O Z
Q O
J V
a
� �
N H
w �
v z
J a �
a � Z
Z W
W �
m �
W � w
W �
� Q
�,�TURq�
����.D PRp���,�
4�5 tiN0'�N��R ����
(;y 81�45�C1'PE s'
d 3LtdL�iZL �}Lt�IZt2Etd'i
v J OREGOJN c�j
C,�;�vV< �, 8 Zao�a��
`�OSEPN �
RENEWS:12/31l19 ��
Project # 2018006
Date 05/17/18
��
Scale As indicated
0
0
U
s
�c) 8" SLAB W/MILD
STEL REINFORCING
°
a
1/2" DIA X 3-1/4"
EMBED HILTI KB -TZ.
'' � � � IF EXISTING REBAR IS
%'a =�° HIT, STOP DRILLING
° � `=g AND MOVE TO NEW
. - � � a LOCATION
a � '- \° - )
(;vNTRACTOR TO VERIFY ADEQUATE
PROJECTION OF HILTI TO REACH
MINIMUM THREAD LENGTH AT
COUPLER
SIMPSON CNW1/2
COUPLER
01/2" A36 ROD
HANGER @ 32" OC
CONNECTION L �� I
OPTIONS: UNISTRUT P3001T
4 3 2 1 (SPLICE W/ P1067
S2 S2 S2 S2 CENTERED BTWN ROD
HANGERS @ 64" OC
MIN)
ALT CONNECTION DETAIL
CONTRACTOR TO REMOVE GYP- (E) METAL
BOARD FOR S/LTT INSTALLATION & STUD
REPLACE GYP -BOARD OVER S/LTT WALL
ALL WALLS THAT ARE PART OF A
SMOKE OR FIRE BARRIER SYSTEM
SHALL BE TREATED AS REQUIRED BY
THE BUIDLING CODE TO MAINTAIN THE
FIRE RATING PROPERTIES.
JAMB NUT O/
STANDARD NUT O/
STANDARD CUT WASHER
SIMPSON S/LTT20 W/ (8) #10 SELF-
- DRILL SELF -TAPPING SHEET
METAL SCREWS TO STUD @ EA
STUD - 16" O.C.
'� 1/2" DIA. A36 ROD HANGER INDICATES
@ EA STUD - 16" O.C. CONNECTION
PER 3 / S1
@ 16" OC MAX
OR PER 4 / S1
@ 32" OC MAX
CONNECTION OPTIONS: UNISTRUT P3000T CONTRACTORS OPTION:
(SPLICE W/ P1067 1. 13 GA 3 -HOLE PLANK PER PLAN
4 3 2 1 CENTERED BTWN OPTION 1
S2 S2 S2 S2 ROD HANGERS @ 2. UNISTRUT P1001T @ 24" O.C.
48" OC MIN) PER PLAN OPTION 2
3 CONNECTION DETAIL
S2
TOGGLE ANCHOR NOTES
TOGGLE ANCHORS SHALL BE SNAPTOGGLE HEAVY-DUTY HOLLOW -WALL ANCHORS TYPE "BC" BY
TOGGLER ANCHOR SYSTEMS.
ANCHOR BOLTS SHALL BE 3/8"-16 X 1.5" MINIMUM.
HOLES IN DRYWALL SHALL BE DRILLED TO 3/4" DIAMETER.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
ANY HOLES IN WALLS THAT ARE PART OF A SMOKE OR FIRE BARRIER SYSTEM SHALL BE TREATED AS
REQUIRED BY THE BUIDLING CODE TO MAINTAIN THE FIRE RATING.
9'-0"
MAX
2" x13GA 5 -HOLE
PERF -O PLANK
BY GRATING _
PACIFIC
PROVIDE SEISMIC
—ANCHORAGE @ -
32" OC AT EA SIDE
� PER 6 / S2
UNISTRUT
P1001T�a
24" OC
PLAN OPTION 2
(E) META
STU
WAL
(E) METAL
STU D
WALL
INDICATES
CONNECTIO
PER 3 / S1
@16"OCM
OR PER 4 /
@32"OCM
9'-0"
MAX
2"x13GA 3 -HOLE
PERF -O PLANK B
L GRATING PACIFIC
D (9' MAX SPAN)
L
N
AX
S1
AX UNISTRUT PER
3 / S1 OR 4 / S'i
PROVIDE SEISMI
ANCHORAGE C
32" OC AT EA SIC
PERE/S.
PLAN OPTION 1
(E) METAL
STU D
WALL
INDICATES
CONNECTION
PER 3 / S1
@ 16" OC MAX
OR PER 4 / S1
@ 32" OC MAX
PILLAR
CONSULTING
GROUP, INC.
O O
I
835 NW 23rd ST
CORVALLIS, OR 97330
541-752-9202
W W W.PILLAR-INC-COM
# Description Date
.-.
M
� N
Q �
� Z
W a o
J F-
a v
N �
W ~
V N
�/� Z
�/ Q U
Z � Z
Z W
W N
m �
J >�
� � a
�,�RUCTURgI
����D P R O�Ess
��\� �CNGINEF9 /�'L
� 81451 PE 9�
�i9ita�cSi.9nuEuze
v OREGON v�
O•Sti✓(i� y s Zp00aQ'�
`SOS EPH �
RENEWS: 12/31119
Project # 2018006
Date 5/17/18
S1
Scale As indicated
0
s
V
a
0
0