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Sheet Index
3000 NE 4th Street
Renton, Washington 98056
425-235-2352
Contact: Jacob Jackson
Owner:
901 Fifth Avenue #3100
Seattle, Washington 98164
206-682-8300
Contact: Ross Whitehead AIA
Renton Technical College
Architect:
Schreiber Starling Whitehead Architects
1500 Jefferson Street SE
Olympia, WA 98501
P.O. Box 41476
Olympia, WA 98504-1476
253-377-8390
Contact: Eric Lara
Owner's Representative:
State of Washington
Department of Enterprise Services
Engineering & Architectural Services
Mechanical Engineer:
Bogard Pascua Engineers, PS
22121 17th Ave SE # 111
Bothell, WA 98021
425-415-6100
Contact: Lee Bogard PE
Electrical Engineer:
Case Engineering
19515 North Creek Parkway, Suite 302
Bothell, Washington 98011
425-402-9400
Contact: Michael Case PE
Scope of Work
1. Selectively demolish existing Lab 110 and its associated Office
110A, and Lab 111 and its associated office 111A, to extent indicated.
Construct within the limits of these spaces new Offices 110A through
110J and Kitchenette 110K. Work includes limited slab-on-grade
demolition and replacement to support plumbing modifications, new
interior walls and doors, modifications to an exterior wall for the
limited purpose of installing new storefront, replacement of finishes,
plumbing modifications to support a new sink, modifications to the
existing HVAC system to support new use, and modifications of the
electrical systems to support new use.
2. If Alternate Bid Item No. 1 is approved by the Owner, selectively
demolish existing Classroom 115 to extent indicated. Provide
modifications to an exterior wall for the limited purpose of installing
new storefront and door, replacement of finishes, modifications to the
existing HVAC system to support new use, and modifications of the
electrical systems to support new use.
3. If Alternate Bid Item No. 2 is approved by the Owner, selectively
demolish existing Classroom 120 to extent indicated. Work includes
replacement of finishes, modifications to the existing HVAC system to
support new use, and modifications of the electrical systems to
support new use.
Location Map
N
PROJECT LOCATION
PROJECT LOCATION
N
State Approvals
Barry Baker, Capital Projects and Space Planning
Director for Renton Technical College
Eric Lara, Project Manager for DES Facility
Professional Services
Nancy Deakins, Assistant Program Manager
for DES Facility Professional Services
Date
Date
Date
General Notes
1. These drawings are intended to provide a general description of
the scope of work and must be reviewed for intent as well as
specific information. It is the sole responsibility of the Contractor
to execute the work with generally accepted standards of quality
construction to provide a completed project for intended purpose.
2. Field-verify all relevant dimensions and existing conditions.
3. 2018 IBC with adopted local amendments governs. Verify with
agency having jurisdiction prior to start of work.
4. Call for all inspections required by public officials and agencies
having jurisdiction at the project site.
5. DO NOT SCALE DRAWINGS.
6. Contractor is responsible for building security at all times during
the construction phase of this project.
Units of Measure:
AWG American wire gauge
BTU British thermal unit
CF cubic foot (feet)
CU IN cubic inch(es)
CY cubic yard
FT foot, feet
GA gauge
GAL gallon(s)
IN inch(es)
LB pounds
LF linear feet
MIN minimum
MAX maximum
PSF pounds per square foot
PSI pounds per square inch
R VALUE thermal resistance
SF square foot (feet)
SQ IN square inches
U VALUE thermal conductance (1/R)
V volt(s)
VAC volts, AC
VDC volts, DC
W watts
YD yard
Terminology:
@ at
& and
AB anchor bolt
ACOUST acoustic
ACP asphalt concrete paving
ACT acoustic ceiling tile
ACM aluminum composite material
ADA accessible per IBC chap. 11
ADJ adjacent, adjustable
A/E architect/ engineer
AESS architecturally exposed
structural steel
AFF above finish floor
AHJ authority having jurisdiction
ALUM aluminum
ANCH anchor
ANOD anodized
APPROX approximate
AVG average
AWP acoustic wall panel
B base cabinet
BB bulletin board
BD board
BF braced frame
BLDG building
BLKG blocking
BOT bottom
BR brochure rack
BRG bearing
BTF beat to fit
BTWN between
CB catch basin
CD ceiling diffuser
CEM cement
CFCI contractor furnished /
contractor installed
CG corner guard
CIP cast-in-place
CJ control joint
CLG ceiling
CLR clear
CMU concrete masonry unit
COL column
CONC concrete
CONT continuous
CONT contractor
COORD coordinate
CPT carpet
CR card reader
CT ceramic tile
CTR center
CUST custodial
CW cold water
CWC continuous work-counter
CWP composite aluminum wall
panel
DA door actuator
DBL double
DC recessed display cabinet
DET detail
DF drinking fountain
DIAG diagonal
DIM dimension
DN down
DS downspout
DWG drawing
E east
EA each
EF each face; exhaust fan
EJ expansion joint
ELEC electrical
EQ equal
EST estimated
EUT extended utility tunnel
EWC electric water cooler
(E)/EX existing
EXH exhaust
EXP expansion; exposed
EXT exterior
FACP fire alarm control panel
FCR future card reader
FD floor drain
FDC fire department connection
FDN foundation
FE fire extinguisher
FEC fire extinguisher cabinet
FH fire hydrant
FHA fire hydrant assembly
FIN finish(ed)
FLG flooring
FLR floor
FOS face of stud
FPA fall protection anchor
FURN furnish
FV field verify
GA gauge
GALV galvanized
GEN generator, general
GFR glass fiber reinforced
GL glass
GWB gypsum wallboard
GYP gypsum
HB hose bibb
HDWR hardware
HGT height, high
HID high intensity discharge
HM hollow metal
HORIZ horizontal
ID inside diameter
INCL include(d)
INSUL insulation
INT interior
INV invert
JB junction box - electrical, AV,
or communications
JST joist
JT joint
LAM laminate
LAV lavatory
LB light bollard
LF light fixture
LIN linear
LOCS locations
LPS laptop storage area
MACH machine
MAS masonry
MATL material
MAX maximum
MB marker board
MDF medium density fiberboard
MDO medium density overlay
MECH mechanical
MFR manufacturer
MH manhole
MIN minimum
MISC miscellaneous
MO masonry opening
MT mount
MTD mounted
MWP manufactured wall panel
N north
NAT natural
NIC not in contract
NOM nominal
NRC noise reduction coefficient
NTS not to scale
O/ over
OC on center; overcurrent
OD outside diameter
OFCI owner furnished /
contractor installed
OFOI owner furnished /
owner installed
OH overhead
OPNG opening
OPP opposite
PATT pattern
PERF perforated
PERM permanent
PIV post indicator valve
PLAM plastic laminate
PLBG plumbing
PT paint
PR pair
PT pressure treated
PTD painted
PTN partition
PV photovoltaic
PVC polyvinylchloride
PVMT pavement
PLYWD plywood
RA relief angle
RB resilient base
RD roof drain
REF reference, refer
REIN reinforced
REQ'D required
REV revise, revision, reverse
RFB recessed floor box
RHP radiant heat panel
RJ reveal joint
RL rain leader
RM room
RO rough opening
S sink cabinet
SAN sanitary
SB standing height base cabinet
SCHED schedule
SF supply fan
SGL single
SIM similar
SJC siesmic joint cover
SMB sliding marker board
SP stand pipe
SPEC specification
SQ square
SS stainless steel
STD standard
STL steel
STRUCT structural
SURF surface
SUSP suspended
T toilet
TB tackboard
TC tall cabinet
TEMP temporary
TESC temporary erosion &
sediment control
T/O top of
TOC top of concrete
TOS top of steel; top of structure
TOW top of wall
TP toilet partition
TYP typical
UH unit heater
UNEX unexcavated
UNFIN unfinished
UON unless otherwise noted
VB vapor barrier
VEH vehicle
VERT vertical
VIF verify in field
VOL volume
W west; wall cabinet
W/ with
WC water closet
WD wood
WF wide flange
WH water heater; wall hydrant
WL wind load
W/O without
WP weatherproof / waterproof
WWF welded wire fabric
WWP welded wire partition
Abbreviations: Terminology (SEE LEGENDS & NOTES FOR EACH DISCIPLINE FOR ADDITIONAL ABBREVIATIONS)Symbols Legend
Structural
Grid
Building
Section
Wall
Section
Reference
Elevation
Interior
Elevation
New
Construction
Equipment
Tag
Louver/
Window/
Storefront/
Curtain wall
Type
Door Tag
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
HT AB0VE
DATUM
ITEM
2
A8.41
DETAIL NUMBER
SHEET NUMBER
METAL STUDTA-X
SIZE OR TYPE
TT-1CPT-1
FLOOR FINISH
TRANSITION LINE:
EXAMPLE: CPT-1
INSTALLED LEFT OF
TRANSITION LINE &
TT-1 INSTALLED
RIGHT OF LINE
Floor
Finish
Transition
0
1 Ref
Exterior
Elevation A4.11
DETAIL NUMBER
SHEET NUMBER
NUMBER
Detail
Callout
DETAIL
NUMBER
SHEET
NUMBER
Wall Type or
Partition
Type
P1
Ceiling Type
Tag ACT1
Floor Type
Tag
F2
Room Tag
NUMBER
ROOM NAME
Casework
Tag
CASEWORK TYPE, BASED
ON NWAAS 4.0 CASEWORK
DESIGN SERIES
"M" INDICATES TYPE HAS
BEEN MODIFIED FROM
STANDARD
ITEM WIDTH (IN INCHES)
ITEM HEIGHT (IN INCHES)
ITEM DEPTH (IN INCHES)
SEE NOTE 2 BELOW
CASEWORK SPECIFICATION NOTES:
1. SYMBOL "AWC" INDICATES THAT
CASEWORK IS SPECIFIED IN 06 4100 -
ARCHITECTURAL WOOD CASEWORK.
2. SYMBOL WITHOUT "AWC" INDICATES
THAT CASEWORK IS SPECIFIED IN 12 3550
INSTITUTIONAL CASEWORK.
A5.01
1
1
A4.20
Office
101
S01 101A5.01
1
Third Floor
EL: 32'-0"
AWC
401M
24 2436
Existing
Construction METAL STUD
Client Project No:
Date:
SSW Architects
Project No:
G1.00
Title Sheet
Permit Set
Building J
First Floor
Remodel
Phase 1
10/04/2022
2022-511 G (1-1)
22002
Building J First Floor Remodel Phase 1
Renton Technical College
3000 NE 4TH ST 98056
State Project No. 2022-511 G (1-1)
Permit Set
G1.00 Title Sheet
R2.00 Code Compliance
R2.10 Life Safety Diagrams
A1.00 Site Plan
A2.01 First Floor Demolition Plan
A2.02 Existing Conditions Photographs
A2.11 RCP Demolition Plan
A3.01 First Floor Plan
A3.02 Enlarged Floor Plans
A4.01 Sections
A6.01 Fenestration Assemblies & Exterior Details
A7.00 Room & Door Schedules
A7.10 Partition Types & Interior Details
A7.40 Interior Door & Relite Details
A9.00 Interior Elevations
A9.01 Interior Elevations
A10.10 First Floor Reflected Ceiling Plan
M1.00 Mechanical Cover Sheet
M1.01 Mechanical Equipment Schedules
M1.02 Mechanical Calculations
M2.01 First Floor Demolition Plan - Mechanical
M3.01 First Floor Plan - Mechanical
M4.01 First Floor Plan - Fire Protection
E0.01 Symbol Legend, Abbreviations, Sheet List
E0.02 Fixture Schedule and WSEC Compliance Forms
ED2.01 First Floor Power Demolition Plan
E2.01 First Floor Power Plan
ED3.01 First Floor Lighting Demolition Plan
E3.01 First Floor Lighting Plan
E9.01 Partial Riser Diagram, Panel Schedules
E10.01 Panel Schedules
T0.01 Telecom and Low Voltage Legend and Drawing Index
T0.02 Electrical and Abbreviations and General Notes
T0.03 Telecom and Low-Voltage Rough-in Schedules
T6.01 Telecom Floor Plan Level 1 - Area B
T8.01 Telecom Details
T8.02 Telecom Details
TD6.01 Telecom Demo Plan Level 1 - Area B
RECEIVED
10/05/2022 striplett
BUILDING DIVISION B22005282_V1REVIEWED
Rick Lee 11/01/2022
BUILDING DIVISION
THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT
ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS
NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTON
BY THE RENTON BUILDING DIVISION AND RECEIPT OF
CERTIFICATE OF OCCUPANCY.
APPROVAL SHALL NOT BE CONSTRUCTED AS THE
AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS
OF CODES, ORDINANCES, OR OTHER REGULATIONS
Note: This approval is for the non structural review only.
Building Code Analysis
General Analysis:
• There are no internal fire separations required per IBC.
• See & for egress and life safety diagrams
Occupancy Classification (IBC 508.1):
Each portion of a building shall be individually classified in
accordance with section 302.1. Where a building contains more
than one occupancy group, the building shall comply with the
applicable provisions of section 508.2, 508.3 or 508.4.
B: (New & Existing spaces) Business Group containing use
for office, professional service-type transactions, including
storage of records and accounts (IBC 304.1)
S-1: (Existing spaces only) Moderate hazard storage for uses
not classified as Group S-2 (IBC 311.2)
Egress
Means of Egress (IBC 1004.5):
Assembly - Unconcentrated
(tables and chairs): 1 occupant per 15 net sf
Business Areas (Offices): 1 occupant per 150 gross sf
Educational (Classroom): 1 occupant per 20 net sf
Educational (Shop): 1 occupant per 50 net sf
Kitchen: 1 occupant per 200 gross sf
Storage: 1 occupant per 300 gross sf
Spaces with One Exit (IBC 1006.2.1)
Occupancy Max Occupants Max Distance
B 49 100'
S 29 100'
Max Travel Distance (IBC 1017.2):
Occupancy Max Distance
B 300'
S-1 250'
Egress Width (IBC 1005.3.2)
The capacity, in inches, of means of egress components other than
stairways shall be calculated by multiplying the occupant load served
by such component by means of egress factor of 0.2 inch per
occupant
*Sprinkler Exception = 0.15
Exit Separation (IBC 1007.1.1)
Where two exits are required, they shall be placed a distance apart
equal to not less than one half of the length of the maximum overall
diagonal dimension of the building
*Sprinkler Exception = one third
Dead Ends (IBC 1020.4)
Where more than one exit is required, the exit access shall be
arranged such that there are no dead end corridors more than 20 feet
in length
*Sprinkler Exception = 50 feet
Encroachment Doors (IBC 1005.7.1)
Doors, when fully opened, shall not reduce the required (egress) width
by more than 7 inches (178 mm). Doors in any position shall not
reduce the required width by more than one-half.
Fire Protection Systems
Automatic Sprinkler System (IBC 903)
The building will be equipped throughout with an automatic
sprinkler system designed in accordance with IBC 903.1.1 &
NFPA 13
Portable Fire Extinguishers
Ordinary (Moderate) Hazard Occupancies (IBC 906.3)
Min Rating: 2-A
Max Floor Area: 11,250 sf
Max Distance: 75 feet
Fire Separations
Separated Occupancies (IBC 508.4)
B to S-1 = No separation requirement
*All spaces are classified as B or S-1 and therefore no separations of
occupancies are required
Occupant Load Calculations (1004.1.2):
No changes to existing occupant loads. Occupant loads are not
increasing
Plumbing Calculations (2902.1):
No changes to existing plumbing required. Plumbing loads are not
increasing
Applicable Codes
• 2018 International Building Code (IBC)
• 2018 Washington State Building Code
• 2018 International Existing Building Code (IEBC)
• 2018 Washington State Existing Building Code
• 2018 International Energy Conservation Code (IECC)
• 2018 Washington State Energy Code (WSEC) - WAC-51-11C
• 2018 International Mechanical Code (IMC) - WAC 51-52
• 2018 Washington State Mechanical Code
• 2018 International Fire Code (IFC)
• 2018 Washington State Fire Code
• 2018 Uniform Plumbing Code (UPC) – WAC 51-56
• 2018 Washington State Plumbing Code
• 2020 National Electrical Code (NFPA 70)
• 2017 ICC A117.1
• 2010 DOJ ADA Standards for Accessible Design
Municipal Code Analysis
Construction Classification
Occupancy Classification(s)
Type II-B (Non-combustible, Fully Sprinklered) Ref. 2018 IBC 602.2
Mixed Occupancy including B, S-1 & U
Parcel Number(s)
722780-0500 & 722780-0475 (existing building spans multiple parcels)
Legal Description(s)
PARCEL 722780-0500: RENTON HIGHLANDS # 2 CORRECT
PLAT LESS ST & POR VAC STS ADJ
PARCEL 722780-0475: RENTON HIGHLANDS # 2 CORRECT
PLAT & POR VAC STS ADJ
Address
3000 NE 4TH ST RENTON, WA 98056
General Analysis:
• No Land Use permit anticipated
• Parking for the existing building is provided on campus. The
project does not modify the use of the building. No parking
alterations are planned as part of the project
Zoning
CA Commercial Arterial
/1 R2.10 /2 R2.10
Energy Code Analysis
Building Envelope (WSEC C503.3)
New building envelope assemblies that are part of the alteration shall
comply with section C402.1 through C402.5 as applicable
Exception: Air leakage testing is not required for alterations or r
repairs, unless the project includes a change in space codnitioning
according to section C503.2 or a chnage of occupancy or use
according to Section C505.1
Envelope Insulation Min (WSEC C402.1.3):
Assembly Min Required Provided
Roof: R-38ci N/A
Wall (Mass): R-9.5 ci N/A
Wall (Steel): R-13 + R-10 ci *R-13 + R-10 ci
Wall (Wood): R-21 int N/A
Floor (SOG): R-10 for 24" below N/A
*No new roof, wall or floor assemblies in project
Vertical Fenstration (WSEC C503.3.2)
The addition of vertical fenestration that resutls in total building vertical
fenestration area less than or equal to that specirfied in C402.4.1 shall
comply with section C402.4.
Vertical Fenestration Max (WSEC C402.4):
U-Factor
Metal Framing (Fixed): 0.38
Metal Framing (Operable): 0.40
Metal Framing (Entrance): 0.60
SHGC SHGC
SEW N
PF < 0.2 0.38 0.51
0.2 < PF < 0.5 0.46 0.56
PF > 0.5 0.61 0.61
*See sheet A6.01 for analysis & calculations
Maximum Fenestration (WSEC C402.4.1):
The vertical fenestration area (not including opaque doors and opaque
spandrel panels) shall not exceed 30 percent of the gross above-grade
wall area. The skylight area shall not exceed 3 percent of the gross
roof area
* See for analysis & calculations/1 R2.00
WALL: 5,972 SF
FENESTRATION: 394 SF
TOTAL: 6,366 SF
FENESTRATION %: 6.2%
WALL: 3,394 SF
(E) FENESTRATION: 257 SF
(N) FENESTRATION: 93 SF
TOTAL: 3,744 SF
FENESTRATION %: 9.3%
NEW STOREFRONT
35 ADDITIONAL SF
COMPARED TO (E) WINDOW
WALL: 5,879 SF
(E) FENESTRATION: 419 SF
(N) FENESTRATION: 35 SF
TOTAL: 6,333 SF
FENESTRATION %: 7.2%
WALL: 3,496 SF
FENESTRATION: 220 SF
TOTAL: 3,716 SF
FENESTRATION %: 5.9%
WINDOWS NOT
CONSTRUCTED
WALL: 2,755 SF
FENESTRATION: 45 SF
TOTAL: 2,800 SF
FENESTRATION %: 1.6%
WALL: 3,110 SF
FENESTRATION: 154 SF
TOTAL: 3,264 SF
FENESTRATION %: 4.7%
NEW STOREFRONT
93 ADDITIONAL SF
Client Project No:
Date:
SSW Architects
Project No:
R2.00
Code Compliance
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Scale: 1/16" = 1'-0"R2.00
Existing Elevations -Maximum Fenestration1
Fenestration Percentage
Elevation Wall Fenestration Total Percentage
East (North) 5,879 SF 454 SF 6,333 SF 7.2%
East (South) 3,496 SF 220 SF 3,716 SF 5.9%
North 2,775 SF 45 SF 2,800 SF 1.6%
South 3,110 SF 154 SF 3,264 SF 4.7%
West (North) 5,972 SF 394 SF 6,366 SF 6.2%
West (South) 3,394 SF 350 SF 3,744 SF 9.3%
24,626 SF 1,617 SF 26,223 SF 6.2%
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
XXX
XXX
Required Exit
Direction of Egress &
Occupant Load
Portable Fire
Extinguisher in Cabinet
B: Business
Occupancy
Room Area
Occupant Load
Factor
Occupant Load
2-HR Fire Barrier
FEC
1-HR Fire Barrier
S-1: Storage
U: Utility Space
(No Occupancy)
Room Tag
3-HR Fire Barrier
Life Safety Diagram Legend
XXX SF
OL Factor: XXX
OL: XXX
B: Classroom
Existing Area
with No Work
105 SF
OL: 1
OL Factor: 150
B: Office
103 SF
OL: 1
OL Factor: 150
B: Office
104 SF
OL: 1
OL Factor: 150
B: Office
104 SF
OL: 1
OL Factor: 150
B: Office
103 SF
OL: 1
OL Factor: 150
B: Office
105 SF
OL: 1
OL Factor: 150
B: Office
104 SF
OL: 1
OL Factor: 150
B: Office
105 SF
OL: 1
OL Factor: 150
B: Office
104 SF
OL: 1
OL Factor: 150
B: Office
49 SF
OL: 1
OL Factor: 200
B: Kitchenette
104 SF
OL: 1
OL Factor: 150
B: Office
1566 SF
OL: 79
OL Factor: 20
B: Classroom
822 SF
OL: 42
OL Factor: 20
B: Conference/ClubsOffice Suite39
40
42S-1: Mech.Men's
Women's
B: Conference
B: Office
B: Classroom
S-1: Cust.S-1: Sprinckler ValveRoomB: Classroom
B: Office
S-1: Storage
S-1: Boiler/Prop
Maint. Asst.Elevator9
10
B: Computer
Networking
B: Emergency
Dispatcher
B: Ophthalmic
Assistant
B: Office S-1: Support
B: Computer
Networking
B: Computer
Networking
S-1: StorageB: Office B: Office
B: Computer
Science Lab
B: Office
B: Computer LabS-1: Elect
B: Computer Lab
B: Copmuter
Science Computer
Lab
B: Office
B: Copmuter Lab
B: Office
DIA
G
O
N
AL DIST
AN
CE = 57'-9"
DOOR SEPARATION = 31'-6"19'-3" MIN REQ'D (IBC 1007.1.1)
35 SF
OL: 3
OL Factor: 15
B: Lounge
62 SF
OL: 5
OL Factor: 15
B: Lounge
S-1: Elec
S-1: Storage
Exterior
Covered
Corridor
EGRESS UP STAIRS
(ON LEVEL 2 TYP)79"36"DOOR FULLY OPENS TO NOT
REDUCE THE REQUIRED
WIDTH BY MORE THAN 7
INCHES (IBC 1005.7.1)
DOOR SWING DOES NOT
REDUCE THE REQUIRED
WIDTH BY MORE THAN ONE-
HALF (IBC 1005.7.1)
PARTIAL HEIGHT
RETAINING WALL TYPFEC Phase Function
Existing
Construction
B: Business
B: Business
Occupant
Load Factor
Occupant
Load
Varies GSF
Varies GSF
Area
4,041 sf
3,548 sf
195
140
Level 1 Occupancy Load Analysis
*Project reduces total building occupant load, & improves egress
75
39
39
741 SF
OL: 38
OL Factor: 20
B: Classroom
741 SF
OL: 38
OL Factor: 20
B: Classroom
1468 SF
OL: 74
OL Factor: 20
B: Classroom
88 SF
OL: 1
OL Factor: 150
B: Office
822 SF
OL: 42
OL Factor: 20
B: Classroom
83 SF
OL: 1
OL Factor: 150
B: Office
83 SF
OL: 1
OL Factor: 150
B: Office
42
1
1
1
B: Computer
Networking
B: Emergency
Dispatcher
B: Ophthalmic
Assistant
B: Office
B: Office
S-1: StorageB: Office
B: Computer
Networking
B: Computer
Networking
S-1: Support
S-1: ElectB: Computer LabB: Office
B: Computer
Science Lab
B: Computer Lab
B: Computer Lab
B: Office
B: Office
B: Computer
Science Computer
Lab S-1: MechMen's
Women's ElevS-1: Boiler/ Prop
Maint. Asst.
S-1: Storage
S-1: Storage
B: Office
B: Conference
B: Office
B: Classroom
S-1: Sprinkler ValveRoomS-1: Cust
S-1: Elec
B: Classroom
Exterior
Covered
Corridor
EGRESS UP STAIRS
(ON LEVEL 2 TYP)
Client Project No:
Date:
SSW Architects
Project No:
R2.10
Life Safety Diagrams
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
NScale: 1/16" = 1'-0"R2.10
Construction Code Plan -Level 12
Room Occupancy Loads - Construction
Number Name Area
Occ
Type
Load
Factor
Occ
Load
110A Office 105 SF B 150 1
110B Office 104 SF B 150 1
110C Office 103 SF B 150 1
110D Office 105 SF B 150 1
110E Office 104 SF B 150 1
110F Office 104 SF B 150 1
110G Office 104 SF B 150 1
110H Office 104 SF B 150 1
110I Office 103 SF B 150 1
110J Office 105 SF B 150 1
110K Kitchenette 49 SF B 200 1
110L Lounge 35 SF B 15 3
110M Lounge 62 SF B 15 5
115 Classroom 1566 SF B 20 79
120 Conference/Clubs 822 SF B 20 42
B: 15 3576 SF 140NScale: 1/16" = 1'-0"R2.10
Existing Code Plan -Level 11
Room Occupancy Loads - Existing
Number Name Area
Occ
Type
Load
Factor
Occ
Load
110 Classroom 741 SF B 20 38
110A Office 83 SF B 150 1
111 Classroom 741 SF B 20 38
111A Office 83 SF B 150 1
115 Classroom 1468 SF B 20 74
115A Office 88 SF B 150 1
117 Classroom 822 SF B 20 42
B: 7 4027 SF 195
Permit Set
10/04/2022
UP
UP
1566 SF
OL: 79
OL Factor: 20
B: Classroom
822 SF
OL: 42
OL Factor: 20
B: Classroom
39
40
42
n's
B: Conference
B: Office
B: Classroom
S-1: Cust.S-1: Sprinckler ValveRoomB: Classroom
B: Office
S-1: Storage
S-1: Boiler/Prop
Maint. Asst.ElevatorDIA
G
O
N
AL DIST
AN
CE = 57'-9"
DOOR SEPARATION = 31'-6"19'-3" MIN REQ'D (IBC 1007.1.1)
S-1: Elec
S-1: Storage
Exterior
Covered
Corridor
79" 36"
DOOR FULLY OPENS TO NOT
REDUCE THE REQUIRED
WIDTH BY MORE THAN 7
INCHES (IBC 1005.7.1)
DOOR SWING DOES NOT
REDUCE THE REQUIRED
WIDTH BY MORE THAN ONE-
HALF (IBC 1005.7.1)
PARTIAL HEIGHT
RETAINING WALL TYP
Phase Function
Existing
Construction
B: Business
B: Business
Occupant
Load Factor
Occupant
Load
Varies GSF
Varies GSF
Area
4,041 sf
3,548 sf
195
140
Level 1 Occupancy Load Analysis
*Project reduces total building occupant load, & improves egress
Room Occupancy Loads - Construction
Number Name Area
Occ
Type
Load
Factor
Occ
Load
110A Office 105 SF B 150 1
110B Office 104 SF B 150 1
110C Office 103 SF B 150 1
110D Office 105 SF B 150 1
110E Office 104 SF B 150 1
110F Office 104 SF B 150 1
110G Office 104 SF B 150 1
110H Office 104 SF B 150 1
110I Office 103 SF B 150 1
110J Office 105 SF B 150 1
110K Kitchenette 49 SF B 200 1
110L Lounge 35 SF B 15 3
110M Lounge 62 SF B 15 5
115 Classroom 1566 SF B 20 79
120 Classroom 822 SF B 20 42
B: 15 3576 SF 140
RECEIVED
11/01/2022 striplett
BUILDING DIVISION B22005282_v2
0 25'50'100'
Building J Building I
Building H
Building K1
Kirkland Ave NEJefferson Ave NE
NE 6th St
Monroe Ave NEP7
P8
P6
P5
P9
Project Location 313' - 6"138' - 5 7/8"
Parcel 7227800475
Parcel 7227800500
Parcel 7227800425
Client Project No:
Date:
SSW Architects
Project No:
A1.00
Site Plan
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
N Scale: 1" = 50'-0"A1.00
Site Plan1
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
ROBOTICS LAB
110
OFFICE
111A
OFFICE
110A
COMPUTER SCIENCE
111
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
PROPERTY MAINTENANCE
115
OFFICE
115A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
NURSING
117
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D21
31
PSMB
RW
TB6MB
RW
TBRWRWRW
MB
MBMBPS
PS
PS
RW
RWRW
MB
MBMBMBTB
TBMB MBMBMBMB
66 MBMB
1
24678
9
TB
10
1112537
8
4421' - 6"21' - 6"21' - 6"11' - 0"10' - 6"9' - 0"22' - 8"24' - 0"27' - 0"
24' - 0"30' - 0"30' - 0"24' - 0"7' - 1"6' - 3"6' - 3"4' - 8"
9' - 9"
5' - 6"1' - 4"6' - 11"
4' - 11"4' - 6"4"27' - 6 1/2"10' - 6"
2' - 2 1/2"
9 8' - 7 1/4"10 3/4"ALT. BID ITEM NO. 1 ALT. BID ITEM NO. 2
Demolition Notes
1. See Mechanical and Electrical drawings for additional demolition
and salvage scope of work.
2. Remove demolished materials from site unless noted otherwise.
3. Keep Fire Lanes clear and accessible at all times.
4. Construction limits indicate the primary extent of the work area
and are approximate. Coordinate all work outside these limits with
Architect, to avoid impact to Owner's ongoing campus operations.
5. Protect existing site structures, components, and appurtenances
to remain from any damage. Contractor to repair any damage
caused by demolition activities to the satisfaction of the Owner.
6. Floor finishes to remain unless noted otherwise. New flooring to go
directly over existing flooring.
Demolition Legend
Demolition flag noteX
Existing wall to remain
Existing wall to be
demolished
Existing door to remain
Existing door to be
demolished
Existing window to
remain
Existing window to be
demolished
Existing acoustic ceiling
tile system to be
demolished. Salvage
ceiling tiles
Existing acoustic ceiling
tile system to remain
Existing plaster ceiling to
remain
Existing light fixtures to
be demolished
Supply and return
diffusers to be
demolishedExisting Area
with No Work
#Reference
Photo Tag
Client Project No:
Date:
SSW Architects
Project No:
A2.01
First Floor Demolition
Plan
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
NScale: 1/8" = 1'-0"A2.01
Demolition Plan -Level 11
NKey Plan
Demolition Flag Notes
Number Note
1 Demolish partition wall, typical
2 Demolish window and / or exterior wall for new fenestration. See
Construction Plans & Details. Existing concrete curb to remain
3 Demolish exterior wall for new door. See Construction Plans. Sawcut
existing 6" concrete curb and finish level to floor slab.
4 Demolish HM door and frame, infill opening
5 Demolish ceiling grid and salvage ceiling tiles, typ.
6 Demolish tall storage cabinets
7 Demolish wall mounted data box
8 Demolish condensate drain pipe. Reroute drain per Mechanical
9 Demolish 4" thick concrete floor slab to connect waste pipe to new sink.
See Construction and Plumbing drawings
MB Remove and salvage markerboards
PS Remove and salvage projector and screen
RW Demolish existing wall mounted electrical and data raceway
TB Remove and salvage tackboard
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
Client Project No:
Date:
SSW Architects
Project No:
A2.02
Existing Conditions
Photographs
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Demolition Photo - Computer Science 1111 Demolition Photo - Computer Science 1112 Demolition Photo - Robotics Lab 1103 Demolition Photo - Robotics Lab 1104 Demolition Photo - Office 111A5
Demolition Photo - Classroom 1156 Demolition Photo - Classroom 1157 Demolition Photo - Classroom 1158 Demolition Photo - Classroom 1159 Demolition Photo - Nursing 11710
Demolition Photo - Nursing 11711 Demolition Photo - Exterior12
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
ROBOTICS LAB
110
SERVER/OFFICE
111A STORAGE
110A
COMPUTER SCIENCE
111
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
PROPERTY MAINTENANCE
115
OFFICE
115A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
NURSING
117
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
5
5
5
PS
PS
PS
PS
3
A4.01
2
A4.01
ALT. BID ITEM NO. 1 ALT. BID ITEM NO. 2
Demolition Notes
1. See Mechanical and Electrical drawings for additional demolition
and salvage scope of work.
2. Remove demolished materials from site unless noted otherwise.
3. Keep Fire Lanes clear and accessible at all times.
4. Construction limits indicate the primary extent of the work area
and are approximate. Coordinate all work outside these limits with
Architect, to avoid impact to Owner's ongoing campus operations.
5. Protect existing site structures, components, and appurtenances
to remain from any damage. Contractor to repair any damage
caused by demolition activities to the satisfaction of the Owner.
6. Floor finishes to remain unless noted otherwise. New flooring to go
directly over existing flooring.
Demolition Legend
Demolition flag noteX
Existing wall to remain
Existing wall to be
demolished
Existing door to remain
Existing door to be
demolished
Existing window to
remain
Existing window to be
demolished
Existing acoustic ceiling
tile system to be
demolished. Salvage
ceiling tiles
Existing acoustic ceiling
tile system to remain
Existing plaster ceiling to
remain
Existing light fixtures to
be demolished
Supply and return
diffusers to be
demolishedExisting Area
with No Work
#Reference
Photo Tag
Client Project No:
Date:
SSW Architects
Project No:
A2.11
RCP Demolition Plan
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
NScale: 1/8" = 1'-0"A2.11
Level 1 RCP Demo1
NKey Plan
Demolition Flag Notes
Number Note
1 Demolish partition wall, typical
2 Demolish window and / or exterior wall for new fenestration. See
Construction Plans & Details. Existing concrete curb to remain
3 Demolish exterior wall for new door. See Construction Plans. Sawcut
existing 6" concrete curb and finish level to floor slab.
4 Demolish HM door and frame, infill opening
5 Demolish ceiling grid and salvage ceiling tiles, typ.
6 Demolish tall storage cabinets
7 Demolish wall mounted data box
8 Demolish condensate drain pipe. Reroute drain per Mechanical
9 Demolish 4" thick concrete floor slab to connect waste pipe to new sink.
See Construction and Plumbing drawings
MB Remove and salvage markerboards
PS Remove and salvage projector and screen
RW Demolish existing wall mounted electrical and data raceway
TB Remove and salvage tackboard
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
Office
110A
Office
110C
Office
110E
Office
110G
Office
110I
Office
110J
Office
110B
Office
110D
Office
110H
Kitchenette
110K
Office
110F
Classroom
115
120Office Suite110ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
4
A4.01
4
A4.01
110.2
110J
110I
110H
110G
110F 110E
110D
110B
110C
110A
110.1
115.1
MENS
MECH.
100B
100C
100D
1
A4.01
1
A4.01
113A.1
MB8
TB6
MB6MB12
A9.01
1
A9.01
6
5
TB6
FS FS
MB8
473' - 6" CLR (FIELD VERIFY)3
A4.01
21' - 6"21' - 6"21' - 6"11' - 0"10' - 6"24' - 0"27' - 0"
24' - 0"30' - 0"30' - 0"24' - 0"SF-1
115.2A1
4' - 6"4"MB8MB82 3
A1
2
A4.01
2
A4.01
9' - 0"22' - 8"7
FS
117
SF-2
7' - 6 1/2"10' - 6"
2' - 2 1/2"
4' - 11"
TB6
1122A3.02
1 8' - 7 1/4"10 3/4" (FIELD VERIFY)
23' - 6" CLR
44
4ALT. BID ITEM NO. 1 ALT. BID ITEM NO. 2
FEC
MB5
Floor Plan Notes
1. Refer to Sheet T1.00 for Floor Plan Legend
2. Refer to A7.01 for Finish Schedule and floor finish transition
details and typical corridor finishes.
3. See Sheet A7.10 for partition types. Partitions are type A1 UON.
4. Existing metal stud walls are aligned with center of wall on Gridline
unless noted otherwise. Existing metal stud walls are dimensioned
to center of stud unless noted otherwise.
5. New metal stud walls are dimensioned from face of stud unless
noted otherwise. New metal studs walls dimensioned to centerline
of stud are marked ("CL").
6. Dimensions noted as clear ("CLR") are from final finished surface
to final finished surface.
7. At sound retardant walls, provide batt insulation across full extent
of partition, including returns, jogs, and corners, whether indicated
or not, for complete isolation of space.
8. Mechanical, and electrical components identified on architectural
plans are for general information and are not intended to fully
describe such features. For full descriptions, see respective
drawings.
9. All conduit, piping, and ductwork to be concealed UON. Where
exposed it shall be routed tight to deck or wall where indicated, it
may span or attach tight to bottom of structure.
10. Coordinate with Electrical for floor boxes for power and data.
11. Provide blocking and backing for all wall-mounted materials,
accessories, equipment, and furnishings Including these indicated
as owner furnished and/or owner installed. (OF/OI, OF/CI) -
Coordinate with all other disciplines.
12. Patch & repair GWB wall finish where damaged during demolition
Floor Plan Legend
Construction flag noteX
Existing wall
MBXX Marker board - See Specifications for types and sizes
TBXX Tack board - See Specifications for types and sizes
FS 86" Flat screen - OFOI
(See G1.00 for additional floor plan symbols)
New wall
Infill patch at concrete slab on grade
Infill finish underlayment
Existing - No Work
Area of Work
Fire Extinguisher CabinetFEC
Client Project No:
Date:
SSW Architects
Project No:
A3.01
First Floor Plan
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
NScale: 1/8" = 1'-0"A3.01
First Floor1
NKey Plan
Construction Flag Notes
Number Note
1 Where walls were demolished, infill floor with self-drying cement based
finish underlayment. Finish to the level of existing VCT (+/- 1/8")
2 At wall infills, match existing wall construction. Wall tag shown on plans is
estimate of exsiting construction. Patch & repair GWB to tie new wall
finish into existing. Paint entire wall from corner to corner on both sides
per schedule or to match existing.
3 Infill 4" thick concrete floor slab where demolished to connect waste line.
Cooridnate with Demolition and Plumbing drawings. See 6/A7.10
4 Patch & Repair GWB wall where casework was demolished
5 Typical at under-floor electrical raceway access. Install carpet overaccess
panel and cut along edge to maintain access.
Permit Set
10/04/2022
Classroom B22005282_v2RECEIVED
11/01/2022 striplett
BUILDING DIVISION
NOT TO BE USED AS A LOUNGE
Floor Plan Notes
1. Refer to Sheet T1.00 for Floor Plan Legend
2. Refer to A7.01 for Finish Schedule and floor finish transition
details and typical corridor finishes.
3. See Sheet A7.10 for partition types. Partitions are type A1 UON.
4. Existing metal stud walls are aligned with center of wall on Gridline
unless noted otherwise. Existing metal stud walls are dimensioned
to center of stud unless noted otherwise.
5. New metal stud walls are dimensioned from face of stud unless
noted otherwise. New metal studs walls dimensioned to centerline
of stud are marked ("CL").
6. Dimensions noted as clear ("CLR") are from final finished surface
to final finished surface.
7. At sound retardant walls, provide batt insulation across full extent
of partition, including returns, jogs, and corners, whether indicated
or not, for complete isolation of space.
8. Mechanical, and electrical components identified on architectural
plans are for general information and are not intended to fully
describe such features. For full descriptions, see respective
drawings.
9. All conduit, piping, and ductwork to be concealed UON. Where
exposed it shall be routed tight to deck or wall where indicated, it
may span or attach tight to bottom of structure.
10. Coordinate with Electrical for floor boxes for power and data.
11. Provide blocking and backing for all wall-mounted materials,
accessories, equipment, and furnishings Including these indicated
as owner furnished and/or owner installed. (OF/OI, OF/CI) -
Coordinate with all other disciplines.
12. Patch & repair GWB wall finish where damaged during demolition
F
G
H
I
6 7
1
A4.01
A9.00
1
A9.00
2
A9.004 5
3
A4.01
3
2
A4.01
24' - 0"
110J
110I
110H
110F
110G
110D
110E
110C
110B 110A
Office Suite
110
Office
110F
Office
110H
Office
110I
Office
110G
Office
110E
Office
110D
Office
110B
Office
110C
Office
110A
Kitchenette
110K21' - 6"21' - 6"11' - 0"A1
A1
A1
A1
A1
A1 A1
A1
A1
A1
A1
A2
SF-1
110.2
4' - 0"11' - 6"11' - 11 3/4"9' - 6 1/4"2' - 6"12' - 7 1/2"6' - 4 1/2"5' - 7 3/4"5' - 4 1/4"6"4' - 0"111Office
110J 11ALIGN FINISH
F/O WALL W/ F/O
(E) COLUMN
9' - 1"5' - 10"9' - 1"12' - 2 1/2"3' - 3 1/2"9' - 4"12' - 2"12' - 2"9' - 4"3' - 3 1/2"7' - 8 1/2"CL
CL
CL
CLR+/- 10 3/4"21' - 6"21' - 6"11' - 0"5' - 6"1' - 3"7' - 0"1' - 2"
(E) COLUMN TYP
(E) WALL TYP
ALIGN SF JAMB W/
(E) WINDOW JAMB
110.1
3
RF-1
CPT-1
CL
CL
CL
FEC
5' - 0"A7.10
18
Floor Plan Legend
Construction flag noteX
Existing wall
MBXX Marker board - See Specifications for types and sizes
TBXX Tack board - See Specifications for types and sizes
FS 86" Flat screen - OFOI
(See G1.00 for additional floor plan symbols)
New wall
Infill patch at concrete slab on grade
Infill finish underlayment
Existing - No Work
Area of Work
Fire Extinguisher CabinetFEC
Client Project No:
Date:
SSW Architects
Project No:
A3.02
Enlarged Floor Plans
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Construction Flag Notes
Number Note
1 Where walls were demolished, infill floor with self-drying cement based
finish underlayment. Finish to the level of existing VCT (+/- 1/8")
2 At wall infills, match existing wall construction. Wall tag shown on plans is
estimate of exsiting construction. Patch & repair GWB to tie new wall
finish into existing. Paint entire wall from corner to corner on both sides
per schedule or to match existing.
3 Infill 4" thick concrete floor slab where demolished to connect waste line.
Cooridnate with Demolition and Plumbing drawings. See 6/A7.10
4 Patch & Repair GWB wall where casework was demolished
5 Typical at under-floor electrical raceway access. Install carpet overaccess
panel and cut along edge to maintain access.NScale: 1/4" = 1'-0"A3.02
Enlarged Plan @ Office Suite1
NKey Plan
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
First Floor
EL: 0' - 0"
ED
Second Floor
EL: 12' - 6"
FC
12' - 6"9' - 0"Classroom
115
A6.01
3
A6.01
7
5
A6.01
OPP
OPP First Floor
EL: 0' - 0"
Second Floor
EL: 12' - 6"
6 7
1
A4.01
Office
110H
Office Suite
110
Office
110I
2
A4.01
First Floor
EL: 0' - 0"
E
Second Floor
EL: 12' - 6"
FGHIJ
3
A4.01
Office Suite
110
Office
110B
Office
110D
Office
110F
Office
110H
Office Suite
110
A7.10
20OPP
A7.10
20
110B 110D 110F 110H 110J
RS-1 RS-1 RS-1 RS-1
First Floor
EL: 0' - 0"
E
Second Floor
EL: 12' - 6"
F G H I J
3
A4.01
Office
110J
Office
110I
Office
110G
Office
110E
Office
110C
Office
110A
110J 110I 110G 110E 110C 110A
A7.10
20
A7.10
19
RS-1 RS-1 RS-1 RS-1 RS-1 RS-1
Client Project No:
Date:
SSW Architects
Project No:
A4.01
Sections
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Scale: 1/4" = 1'-0"A4.01
Section -Grid 10 (Alt. Bid Item No. 1)4
Scale: 1/4" = 1'-0"A4.01
Section -Grid F3
Scale: 1/4" = 1'-0"A4.01
Section -Grid 61
Scale: 1/4" = 1'-0"A4.01
Section -Grid 72
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
Fenestration Notes
1. Fenestration types starting with "SF" are storefront.
2. Overall dimensions shown are for rough openings UON.
Manufacturer to coordinate tolerances required to accommodate
expansion and contraction, backer rod and sealant, hardware, and
to allow full movement of operable sashes.
3. Frame depth and sight line dimensions indicated are nominal
UON. Referenced fenestration details use generic profiles with
specific sizes. Contractor shall provide detail revisions resulting
from specific manufacturer's profiles for Architect's approval at no
additional cost to the Owner.
4. See glazing specifications for all glazing types. Provide
(insulating) glazing units in all windows, storefront, entrances, and
curtain walls UON.
5. Provide tempered glazing where indicated by "T". Whether
indicated or not, provide tempered glazing where required by
applicable codes / authorities having jurisdiction.
6. Field-verify all rough openings prior to fabrication.
7. Dam ends at all sill flashings.
8. Provide all closure plates, mullion covers, etc. indicated at
storefronts and curtain walls.
9. Provide continuous backer rod and sealant between all window,
storefront, louver, entrance and curtain wall frames and adjacent
construction, in color as selected by Architect. All joint widths
shall be 3/8" wide UON.
10. Where jamb detail is only called out on one side, the other side is
similar and opposite unless noted otherwise.
11. NFRC label certificates are required for the storefront glazing,
curtain walls and other site-fabricated fenestration. See Exterior
Fenestration schedule for required U-factor & Solar Heat Gain
Coefficient (SHGC) values. See specifications for submittal
requirements. The NFRC certificates are required to be available
to inspectors on-site before any portion of the fenestration
assembly is installed.
Fenestration Legend
Glass panel
T
SF-1
2 CHARACTER
FENESTRATION TYPE
NUMBER IDENTIFIER
FENESTRATION SCHEDULE IDENTIFIER TAG
T
T T
Tempered Glass PanelFV+/- 2"8' - 10"2' - 4"4' - 7"1' - 11"7' - 0"
EQ EQ
SF-12
A6.01
6
A6.01
4
A6.01
4
A6.01
SIM
(E) CJ IN STUCCO NEW CJ
FV & ALIGN W/ (E)
HORIZONTAL MULLIONS
ON ADJ WINDOWS
(E) EXTERIOR SOFFIT
Fenestration Permit Notes
1. Storefront Basis of Design: Kawneer Trifab 451 UT with Vitro
Solarban 60 Starphire + Starphire 1" insulated glazing unit
2. All units meet SHGC requirements of 2018 WSEC based on
orientation and projection factor. See sheet R2.00
3. All fixed units meet U-Value requirement of 0.38 max per 2018
WSEC
(E) INTERIOR
CONCRETE SLAB
8" ALUM SADDLE
THRESHOLD - SET IN
FULL BED OF SEALANT
INSULATED HM DOOR
(R-4 MIN)
(E) EXTERIOR
CONCRETE PAVING
SAWCUT (E) CONCRETE
CURB FLUSH W/ FINISH
FLOOR
HM JAMB BEYOND
DOOR SWEEP - SEE
HARDWARE SCHEDULE
+/- 6 3/4"FRAME DEPTH PER (E)
WALL ASSEMBLY -
FIELD VERIFY
(E) CONCRETE CURB
(E) EXTERIOR
CONCRETE PAVING
STOREFRONT SILL
+/- 5/8" PT PLYWOOD -
MATCH GWB THICKNESS
ON ADJACENT WALL
CONT SEALANT &
BACKER ROD EACH
SIDE PER SF MFR
CONT PREFINISHED METAL
PAN W/ 2" BACK DAM, 2"
END DAMS & DRIP EDGE -
BED IN SEALANT - SOLDER
WATERTIGHT
GLAZING
FIELD VERIFY
+/- 3 1/2"FV+/- 2"CONT WATERPROOF
COATING O/ CURBCONT PREFINISHED METAL
FLASHING W/ HEMMED
EDGE- FASTEN TO CURB &
ADHERE TO PLYWOOD
STOREFRONT JAMB -
ALIGN EXTERIOR FACE W/
(E) GYPSUM SHEATHING
ON ADJACENT WALL
GLAZING
CONT VAPOR RETARDER -
LAP O/ EXISTING VAPOR
RETARDER & LAP O/ WRB
IN JAMB
PATCH & REPAIR GWB
AS NEEDED PATCH LATHE & STUCCO
FINISH AS NEEDED - RECOAT
ENTIRE WALL FROM CORNER
TO CORNER - ADD VERTICAL
CONTROL JOINTS ALIGNED
W/ STOREFRONT JAMBS
(E) WALL ASSEMBLY (FV)
SEE
CONT SEALANT &
BACKER ROD EACH
SIDE PER SF MFR
CONT 2" x 2" PREFINISHED
METAL JAMB FLASHING
+/- 3-1/2" METAL JAMB
STUD - MATCH EXISTING
STUDS - (E) JAMB STUDS TO
REMAIN @ SIM CONDITION
CONT WEATHER RESISTIVE
BARRIER (WRB) SYSTEM -
LAP O/ EXISTING WRB &
WRAP INTO JAMB
PATCH & REPAIR GYP
SHEATHING AS NEEDED /9 A6.01
STOREFRONT HEAD
GLAZING
CONT VAPOR RETARDER -
LAP O/ EXISTING VAPOR
RETARDER & LAP O/ WRB
IN HEAD
PATCH & REPAIR GWB
AS NEEDED
PATCH LATHE & STUCCO
FINISH AS NEEDED -
RECOAT ENTIRE WALL
(E) WALL ASSEMBLY (FV)
SEE
CONT SEALANT &
BACKER ROD EACH
SIDE PER SF MFR
CONT PREFINISHED METAL
DRIP FLASHING W/ 2" LEG
CONT WEATHER RESISTIVE
BARRIER (WRB) SYSTEM -
LAP O/ EXISTING WRB &
WRAP INTO HEAD
CONT PREFINISHED METAL
COUNTER FLASHING
ACT CEILING
/9 A6.01
2"CONT VAPOR RETARDER -
LAP O/ EXISTING VAPOR
RETARDER & LAP O/ WRB
IN HEAD
PATCH & REPAIR
GWB AS NEEDED
(E) WALL ASSEMBLY (FV)
SEE
PATCH LATHE & STUCCO
FINISH AS NEEDED -
RECOAT ENTIRE WALL
CONT WEATHER RESISTIVE
BARRIER (WRB) SYSTEM -
LAP O/ EXISTING WRB &
WRAP INTO HEAD
CONT PREFINISHED METAL
DRIP FLASHING W/ 2" LEG
HM FRAME - GROUT &
WELD WATERTIGHT
INSULATED HM DOORHM JAMB FRAME
BEYOND
ROLLER SHADE @
RELITE BEYOND
/9 A6.01
PATCH & REPAIR
SHEATHING AS NEEDED
2"PATCH & REPAIR
GWB AS NEEDED
CONT VAPOR RETARDER -
LAP O/ EXISTING VAPOR
RETARDER & LAP O/ WRB
IN JAMB
+/- 3-1/2" METAL JAMB
STUD - MATCH (E) STUDS
(E) WALL ASSEMBLY (FV)
SEE
PATCH LATHE & STUCCO
FINISH AS NEEDED - RECOAT
ENTIRE WALL FROM NEAREST
CONTROL JOINT EACH WAY
CONT WEATHER RESISTIVE
BARRIER (WRB) SYSTEM -
LAP O/ EXISTING WRB &
WRAP INTO JAMB
HM FRAME - GROUT &
WELD WATERTIGHT
INSULATED HM DOOR
THRESHOLD BELOW
6 3/4"1 1/4"
/9 A6.01
PATCH & REPAIR
SHEATHING AS NEEDED
1' - 11"4' - 7"2' - 4"8' - 10"FV+/- 2"10' - 6"
SF-22
A6.01
4
A6.01
4
A6.01
NEW CJ IN STUCCO
EACH SIDE
FV & ALIGN W/ (E)
HORIZONTAL
MULLIONS ON ADJ
WINDOWS
EQ EQ EQ
8
A6.01
ALT. BID ITEM NO. 1
FOR NOTES SEE
SEISMIC PERIMETER
POCKET W/ ACOUSTIC
FLANGE & END
PANELS PER ACT MFR
ACT CEILING
/6 A6.01ROLLER SHADE (RS-2)
METAL LATHE
BUILDING PAPER
3-1/2" MTL STUDS AT 16" OC
1/2 GLASSMAT GYP
SHEATHING TYPE 'X'
BATT INSULATION
5/8" GWB TYPE 'X'
VAPOR BARRIER
5/8"3 1/2"1/2"
4 5/8"
CEMENT PLASTER BASE
ACRYLIC FINISH
Client Project No:
Date:
SSW Architects
Project No:
A6.01
Fenestration Assemblies
& Exterior Details
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Scale: 1/4" = 1'-0"A6.01
Fenestration Types1
Scale: 3" = 1'-0"A6.01
HM Door Sill3
Scale: 3" = 1'-0"A6.01
Storefront Sill2
Scale: 3" = 1'-0"A6.01
Storefront Jamb4
Scale: 3" = 1'-0"A6.01
Storefront Head6
Fenestration Schedule
Type
Frame
Depth Width Height Area Orientation
Projection
Factor SHGC U-Value
SF-1 4 1/2" 7' - 0" 8' - 10" 62 SF East 0.76 0.368 0.37
SF-2 4 1/2" 10' - 6" 8' - 10" 93 SF West 0.76 0.368 0.37
Scale: 3" = 1'-0"A6.01
HM Door Head7
Scale: 3" = 1'-0"A6.01
HM Door Jamb5
Scale: 3" = 1'-0"A6.01
Storefront Head w/ Roller Shade8
Scale: 3" = 1'-0"A6.01
Existing Exterior Wall Assembly9
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
Finish Schedule Notes
1. Conceal all conduits, piping, and mechanical ductwork. Where
ceiling is exposed, paint structure and devices to match color of
adjacent surface. Paint all exposed conduits, piping, and
mechanical ductwork, unless noted otherwise.
2. Do Not paint pre-finished metal items.
3. Finish edges with manufacturer's standard moldings and trim
pieces.
4. Finishes shall extend without interruption across full surface of
spaces, including recesses, jogs, corners, wings, and columns,
whether indicated or not.
Finish Schedule Legend
Symbol Description
CPT-1 Carpet - Color/Style 1
FLOORS
BASE
WALL/WAINSCOT
GWB Gypsum Wall Board - Paint colored noted
CEILING
ACT-1 24" x 24" Acoustical Ceiling Tile - Type 1
PAINT
PT-B1 Paint - Base Color 1
PT-A1 Paint - Accent Color 1
PT-S1 Paint - Specialty Color 1 - Interior Hollow Metal
Door & Frames
PT-S2 Paint - Specialty Color 2 - Exterior Hollow Metal
Door & Frames
RB -1 Resilient Base - Type 1
GWB Gypsum Wall Board - Paint colored noted
CPT-2 Carpet - Color/Style 2
CPT-3 Carpet - Color/Style 3
RF-1 Resilient Flooring - Color/Style 1
PT-E1 Paint - Exterior Plaster
CT-1 Ceramic Wall Tile
D1Not UsedDoor Types
AS SCHEDULED
AS SCHEDULEDAS SCHEDULED
AS SCHEDULED1' - 0"8"4"4"
F1
AS SCHEDULED
AS SCHEDULEDF3
AS SCHEDULED
AS SCHEDULED4"2"
Not UsedAS SCHEDULEDSCHED
AS
SCHED
AS
1' - 0"
2"2"2"Door & Relite
Frame Types
2"2"2"2"2"2"ROLLER
SHADE (RS-1)
12
A7.40
7
A7.40
6
A7.40
A7.40
11
2
A7.40
1
A7.40
12
A7.40
7
A7.40
2
A7.40
Door Schedule Notes
1. See Section 08 71 00 for finish hardware and hardware schedule.
2. See Section 08 80 00 for glazing types.
3. Provide continuous sealant between door frames and adjacent
surfaces, both sides.
4. Provide all exterior doors with weatherstripping at heads, jambs,
and sills. See Sheet A6.01 and Section 08 71 00 for full description.
5. Grout all exterior hollow metal door frame perimeters solid. See
Section 08 11 13 for full description.
6. Fill all interior hollow metal door frames with mineral fiber insulation.
7. All exit doors shall be operable from the inside without the use of
keys or any special knowledge or effort.
8. For all doors indicated to receive electrically-powered hardware,
coordinate all work with electrical for a complete and operating
system.
Door & Relite Schedules Key
Symbol Description
Acoust Sound control door assembly - Refer to Specification
Section 08 3473
ALUM Aluminum
ANOD Anodized
CW Curtain Wall
DA Door Actuator
HM Hollow Metal
PT-# Paint Type
STL Steel
SS Stainless Steel
SV Stain & Varnish
T Fully Tempered Glazing
WD Wood
SF Storefront
FF Factory Finish
G-1 1/4" Float
G-2 1/4" Tempered
G-3 1" Insulated
G-4 1" Insulated Tempered
Hollow Metal Notes
1. See Glazing specification for all glazing types. Provide G-2
glazing in all borrowed lites UON.
2. Provide tempered glazing where indicated by "T". Whether
indicated or not, provide tempered glazing where required by
applicable codes / authorities having jurisdiction.
3. See Door Schedule on Sheet A7.00 for detail references and
additional requirements for hollow metal doors and frames.
4. Provide sealant all around frame perimeters, both sides.
Client Project No:
Date:
SSW Architects
Project No:
A7.00
Room & Door Schedules
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Room Finish Schedule - First Floor
Room
Number Room Name Floor Base
North Wall East Wall South Wall West Wall Ceiling Soffit
Remarks
Room
NumberMaterial Finish Material Finish Material Finish Material Finish Material Finish Material Finish
110 Office Suite CPT-1 RB-1 GWB PT-B1 GWB PT-B1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 110
110A Office CPT-2 RB-1 GWB PT-B1 GWB PT-B1 GWB PT-B1 GWB PT-A1 ACT-1 N/A N/A N/A 110A
110B Office CPT-2 RB-1 GWB PT-B1 GWB PT-B1 GWB PT-B1 GWB PT-A1 ACT-1 N/A N/A N/A 110B
110C Office CPT-2 RB-1 GWB PT-B1 GWB PT-A1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 110C
110D Office CPT-2 RB-1 GWB PT-B1 GWB PT-A1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 110D
110E Office CPT-2 RB-1 GWB PT-B1 GWB PT-B1 GWB PT-B1 GWB PT-A1 ACT-1 N/A N/A N/A 110E
110F Office CPT-2 RB-1 GWB PT-B1 GWB PT-B1 GWB PT-B1 GWB PT-A1 ACT-1 N/A N/A N/A 110F
110G Office CPT-2 RB-1 GWB PT-B1 GWB PT-A1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 110G
110H Office CPT-2 RB-1 GWB PT-B1 GWB PT-A1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 110H
110I Office CPT-2 RB-1 GWB PT-B1 GWB PT-B1 GWB PT-B1 GWB PT-A1 ACT-1 N/A N/A N/A 110I
110J Office CPT-2 RB-1 GWB PT-B1 GWB PT-A1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 110J
110K Kitchenette RF-1 RB-1 GWB PT-B1 GWB/CT-1 PT-B1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 110K
115 Classroom CPT-3 RB-1 GWB PT-B1 GWB PT-A1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 115
120 CPT-3 RB-1 GWB PT-B1 GWB PT-A1 GWB PT-B1 GWB PT-B1 ACT-1 N/A N/A N/A 120
Door Schedule
Number
Leaf
Qty.
Door Size Door Frame
Head Jamb Sill
Fire
Rating
Elec
Reqs RemarksWidth Height Thickness Type Matl Fin Glazing Type Matl Fin Glazing
110.1 1 3' - 0" 7' - 0" 1 3/4" D1 HM PT N/A F1 HM PT N/A N/A X Existing Door, Exterior
110.2 1 3' - 0" 7' - 0" 1 3/4" D1 MH PT N/A F1 HM PT N/A N/A X Existing Door, Exterior
110A 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110B 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110C 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110D 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110E 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110F 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110G 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110H 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110I 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
110J 1 3' - 0" 8' - 0" 1 3/4" D1 WD SV GL-2 F3 HM PT GL-2 12/A7.40 7/A7.40 2/A7.40 N/A
113A.1 1 3' - 0" 7' - 0" 1 3/4" D1 HM PT N/A F1 HM PT N/A N/A Existing Door
115.1 1 3' - 0" 7' - 0" 1 3/4" D1 HM PT N/A F1 HM PT N/A N/A X Existing Door, Exterior
115.2 1 3' - 0" 7' - 0" 1 3/4" D1 HM PT GL-2 F3 HM PT GL-3 7/A6.01 5/A6.01 3/A6.01 N/A X Exterior
117 1 3' - 0" 7' - 0" 1 3/4" D1 HM PT N/A F1 HM PT N/A N/A X Existing Door, Exterior
Roller Shade Schedule
Type Mark Count Length Height Depth Comments
RS-1 11 1' - 2" 0' - 3" 0' - 3" Manual at HM Door Relites
RS-2 1 10' - 8" 0' - 5" 0' - 5" Manual at Storefront
Permit Set
10/04/2022
Classroom B22005282_v2RECEIVED
11/01/2022 striplett
BUILDING DIVISION
ACOUSTIC SEALANT
EACH SIDE
FASTEN STUD RUNNER
TO STRUCTURE
CUT/ATTACH STUDS TO
ALLOW DEFLECTION OF
TOP TRACK
5/8" TYPE 'X' GWB EA
SIDE - FINISH AS
SCHEDULED
3-5/8" MTL STUDS @ 16"
OC
BATT INSULATION
BASE AS SCHEDULED
FLOOR STRUCTURE
ACOUSTIC SEALANT
EACH SIDE
A1 sound retardant
4 7/8"
ACOUSTIC SEALANT
EACH SIDE
FASTEN STUD RUNNER
TO STRUCTURE
CUT/ATTACH STUDS TO
ALLOW DEFLECTION OF
TOP TRACK
5/8" TYPE 'X' GWB EA SIDE -
FINISH AS SCHEDULED
6" MTL STUDS @ 16" OC
BATT INSULATION
BASE AS SCHEDULED
FLOOR STRUCTURE
ACOUSTIC SEALANT
EACH SIDE
A2 sound retardant
7 1/4"
6"
Interior Partition Notes
1. All interior partitions to be full-height, slab-to under side of steel
deck, UON.
2. Brace partitions, in concealed locations, as necessary to sustain
imposed loads without excessive deflection.
3. All rated partitions shall comply with UL-tested and approved
assemblies.
4. All penetrations (of pipes, conduit, ducts, beams, joists, bracing)
through rated partitions shall be firestopped. All firestopping shall
comply with UL-tested and approved assemblies.
5. For sound-retardant partitions, see Sound Retardant Partition
Notes, also on this sheet.
6. All GWB shall be Type X, UON.
2" MAX
SUPPORT STRUT: HANGER
WIRE IN 1/2" CONDUITMAIN RUNNER
LIGHT FIXTURE
MAX. TO
CEILING
PLANE 45º
Notes:
1. Provide grid & fixture installation in accordance with IBC 2506.2.1,
ASTM C 635, Section 13.5.6 of ASCE 7 & UL fire resistance
directory.
2. Support strut and splay wire assembly to be spaced no more than
12' on center and 6 feet max. from wall. Center at corridors.
3. In lieu of 2" wall angle, install BERC2 clips and 7/8" edge molding
per manufacturer's instructions.
4. Install additional hanger wires @ all members within 8" of the
ceiling perimeter.
CROSS TEE
SPLAY BTWN
WIRES 90º
Sound Retardant Partition Notes
For partitions designated as sound-retardant, comply with the following:
1. Provide Type X GWB.
2. Stagger joints on multiple layers of GWB.
3. On walls taller than 10 feet with multiple layers of GWB, apply one
GWB layer horizontally and the second layer vertically. The order
of layers shall be determined by the contractor.
4. Attach multiple layers of GWB with screws. Do not use adhesive.
5. Seal perimeter on both sides of partition with non-hardening silicon
mastic.
6. Offset electrical boxes on opposite sides of a common partition a
minimum of 18 inches, with at least one stud between boxes. Do
not install electrical outlets back-to-back. Seal all openings around
electrical boxes with Code-approved sound-insulating materials.
7. Where a sound-retardant partition abuts a continuously framed
partition, interrupt GWB at the point of intersection and seal joint
liberally. Do not continue GWB behind the intersecting stud.
8. Seal gaps around partitions with non-hardening silicone mastic.
9. Batt insulation thickness shall match stud depth.
STUD, TYP -
REFER TO
PARTITION TYPES
FOR SIZE
BOTTOM
TRACK
GWB - FINISH PER
SCHED, TYP
BOTTOM TRACK
MTL STUD FOR
STUD CONNECTION
GWB - FINISH PER
SCHED, TYP
6" LONG STUD SPLICE BLOCK
W/ (2) #8 SCREWS @ EACH
LEG OF EACH TRACK
STUD RUNNER/TRACK
STUD - REFER TO
PARTITION TYPES FOR
SIZE & SPACING
STUD RUNNER/TRACK
#8 SCREWS EA FLANGE
3" X 3" CLIP ANGLE 1" LESS THAN
STUD WIDTH ATTACHED TO JAMB
STUD W/ (4) #8 SCREWS. ATTACH
TO SLAB W/ (2) 0.145 DIA POWDER
ACTUATED FASTENER, 5/8" EMBED
TYP
1 1/2" FROM
EDGE OF
SLAB
CONNECT STUDS W/
RUNNER TRACK BLOCKS
@ 16" OC
(2) JAMB STUDS, TYP
STUD RUNNER/TRACK
#8 SCREWS EA FLANGE
CONNECT STUDS W/ RUNNER
TRACK BLOCKS @ 16" OC
(4) 0.145 DIA POWDER ACTUATED
FASTENERS - EMBED 5/8" TYP
(2) JAMB STUDS, TYP - (1) 18GA
STUD MAY BE SUBSTITUTED @
CONTRACTORS DIRECTION
STUD - REFER TO PARTITION
TYPES FOR SIZE & SPACING
BOTTOM TRACK
(1) #8 SCREW @ EA FLANGE
MIN, TYP
#8 SCREW EA SIDE @
EA STUD
HEAD TRACK
L2 X 2 X 0'-4" TOP &
BOT W/ (3) #8 SCREW
INTO STUD & TRACK
DOUBLE JAMB STUDS
TOP TRACK
CRIPPLE STUD
DOUBLE JAMB STUDS
6" HEADER STUDS
COPE FLANGES TO ALLOW
EXTENSION OF WEBS FOR
CONNECTION TO JAMB STUD
TOP TRACK
CRIPPLE
STUD
SILL TRACK
(2) #8 SCREWS
EA FLANGE
CUT TRACK FLANGES &
FORM TO ALLOW
CONNECTION
STUD - REFER TO
PARTITION TYPES FOR
SIZE & SPACING
STUD - REFER
TO PARTITION
TYPES FOR
SIZE &
SPACING
INTERSECTION
CLIP W/ (2) #8
SCREWS PER
TRACK TYP
TOP TRACK
FIRE TREATED WOOD
BLOCKING - COORD
LOCATION W/ FIXTURES,
EQUIP & DEVICES AS
NECESSARY FOR SECURE
ANCHORAGE
FIRE TREATED WOOD
BLOCKING TO FILL STUD
VOID SECURE TO STUDS
W/ #8 SCREWS
STUD - REFER TO
PARTITION TYPES FOR
SIZE & SPACING
STUD - REFER TO PARTITION
TYPES FOR SIZE AND
SPACING
20 GA STUD - COPE FLANGES
& SECURE W/ (2) #8 SCREWS
@ EA STUD - COORD
LOCATIONS W/ CASEWORK
20 GA STRAP - SECURE TO
EA STUD W/ (2) #8 SCREWS;
COORD LOCATIONS W/
CASEWORK AND WALL-
MOUNTED SHELVES
STUD - REFER
TO PARTITION
TYPES FOR SIZE
& SPACING
CLIP
ANCHOR W/
#8 SCREWS
STUD - REFER TO
PARTITION TYPES
FOR SIZE &
SPACING
(4) #8 SCREWS
2" X 2" X 16 GA CLIP
ANGLE 1/4" LESS
THAN STUD WIDTH
1 1/2" X 1/2" COLD
ROLLED CHANNEL
STUD, TYP - REFER
TO PARTITION
TYPES FOR SIZE
#8 SCREW THROUGH
TRACK & INTO NESTED
STUD @ 12" OC EA SIDE
NESTED STUD
CRIPPLE STUD
SOLID MTL
STUD
BACKING
Corner FramingWall Intersection Framing Top and Bottom Track Splice
Door Jamb Anchorage Window Jamb Anchorage
Header at Opening 48" Wide or LessHeader Beam for Wide Opening (>48")Sill Connection at JambTop Plate Intersection
Backing at Fixture, Equipment, & Device Backing at Cabinets Solid Blocking Lateral Bracing Attachment
1"1"1"
1"
1"
#8 SCREW EA SIDE @ EA
STUD
L2 X 2 X 0'-4" TOP &
BOT W/ (3) #8 SCREW
INTO STUD & TRACK
HEAD TRACK
STUD TRACK
Stud-to-Track Connection (Sim @ Top
Track
CONT
FIRESTOPPING
SYSTEM CAULKING
STL RUNNER
CHANNEL- ATTACH
PER STRUCT
FILL VOIDS W/ CONT
FIRESTOPPING SYSTEM
PACKING MATERIAL
(E) METAL DECK
FIRE-RATED
ASSEMBLY- REFER TO
PARTITION TYPES &
FLOOR PLANS
CUT GWB TO DECK
PROFILE
SEALANT BOTH SIDES
Through-Penetration, 1-hour rated:
UL-Rated Through Penetration
System: XHEZ.W-L 1001
FLEXIBLE CONDUIT
FIRESTOPPING CAULK-
FILL ANULAR SPACE &
PROVIDE 5/8" MIN
THICKNESS ALL
AROUND BOTH SIDES
OF WALL
PIPE OR CONDUIT
1" - 12" NOMINAL
FIRESTOPPING CAULK-
FILL ANULAR SPACE &
PROVIDE MIN 1/4" DIA
BEAD ALL AROUND
PENETRATION, BOTH
SIDES OF WALL
CABLE
FIRESTOPPING CAULK-
FILL ANULAR SPACE &
PROVIDE MIN 1/4" DIA
BEAD ALL AROUND
PENETRATION, BOTH
SIDES OF WALL
STL SLEEVE - MIN 28 GA
GALV- 1" LONGER THAN
WALL THICKNESS
FIRESTOPPING CAULK-
FILL ANULAR SPACE &
PROVIDE MIN 1"
THICKNESS, BOTH
SIDES OF WALL
FIRESTOPPING CAULK-
MIN 1/4" DIA BEAD ALL
AROUND STL SLEEVE,
BOTH SIDES OF WALL
CABLE
BASE PER SCHED
SEE PLAN
RATED
ASSEMBLY
SEE PLAN
RATED
ASSEMBLY
1/2"
Partition Parallel to Deck Flutes
UL-Rated Joint System:
XHBN.HW-D-0048
Partition Perpendicular to Deck Flutes
UL-Rated Joint System:
XHBN.HW-D-0048
Through-Penetration, 1-hour rated:
UL-Rated Through Penetration
System: XHEZ.W-L 3031
Through-Penetration, 1-hour rated:
UL-Rated Through Penetration
System: XHEZ.W-L 1017
Through-Penetration, 1-hour rated:
UL-Rated Through Penetration
System: XHEZ.W-L 3001
WALL TYPE PER PLAN
(E) LH BAR JOIST
(E) COMPOSITE FLOOR
DECKING
GWB EXPANSION JOINT
WELD 1/4" STEEL PLATE TO
UNDER SIDE OF JOIST;
ATTACH STUD RUNNER
CUT/ATTACH STUDS TO ALLOW
DEFLECTION OF TOP TRACK
5/8" TYPE 'X' GWB EA SIDE
CONTINUOUS SEALANT, CUT
GWB TO PROFILE OF DECK
EA SIDE
BATT INSULATION TYP.
1-5/8" TOP DEFLECTION TRACK
EA SIDE
1-5/8" METAL STUDS @ 18" OC
1-5/8" METAL STUD RUNNER
WALL TYPE PER PLAN
(E) LH BAR JOIST
(E) COMPOSITE FLOOR
DECKING
ACOUSTIC SEALANT EA SIDE
WELD STUD RUNNER TO
UNDER SIDE OF JOIST
CUT/ATTACH STUDS TO ALLOW
DEFLECTION OF TOP TRACK
5/8" TYPE 'X' GWB EA SIDE
CONTINUOUS SEALANT, CUT
GWB TO PROFILE OF DECK
EA SIDE
BATT INSULATION TYP.
1-5/8" TOP DEFLECTION TRACK
EA SIDE
1-5/8" METAL STUDS @ 18" OC
1-5/8" METAL STUD RUNNER
ROUGHEN CUT IN (E)
CONCRETE - CLEAN & ROUGHEN
SURFACE TO 1/4" AMPLITUDE
(E) 4" CONCRETE SLAB ON
GRADE (SOG) O/ UNDERSLAB
VAPOR BARRIER
#4 REBAR @ 16" OC MAX EACH
WAY - DRILL & EPOXY INTO (E)
CONCRETE SLAB EACH SIDE
UNDERSLAB VAPOR BARRIER -
LAP O/ (E) EACH SIDE
WASTE LINE - SIZE &
LOCATE PER MECH
FEC MANUFACTURER
OPENING AS REQUIRED BY
RECESSED FIRE
EXTINGUISHER CABINET,
TYP -COORD W/ WALL TYPE
MTL STUD FRAMING EA SIDEWALL TYPE PER PLAN
Client Project No:
Date:
SSW Architects
Project No:
A7.10
Partition Types & Interior
Details
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Scale: 3" = 1'-0"A7.10
Interior Partition Types3
Scale: 1 1/2" = 1'-0"A7.10
Typical Seismic Brace at ACT Ceilings4
Scale: 3" = 1'-0"A7.10
Typical Non-Load Bearing Metal Stud Partition Details1
Scale: 1 1/2" = 1'-0"A7.10
Typical Interior Firestopping Details2
Scale: 3" = 1'-0"A7.10
Partition Offset From Bar Joist20
Scale: 3" = 1'-0"A7.10
Partition Centered With Bar Joist19
Scale: 1 1/2" = 1'-0"A7.10
Patching @ Concrete SOG6
Scale: 1 1/2" = 1'-0"A7.10
Interior -Typical Fire Extinguisher Cabinet18
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
FLOOR FINISH PER SCHED.
SEE DETAIL
FOR SPECIFIC FLOOR TRANSITIONS
CONC SLAB
DOOR PER SCHED
CHANGE IN FINISH FLOOR MATERIAL
(WHERE INDICATED) CENTERED ON
DOOR LEAF
CONT SEALANT EA
SIDE, TYP
DOOR PER SCHED
MTL STUD TRACK &
HEADER; WIDTH PER
WALL TYPES
HM FRAME
PARTITION TYPE PER
PLAN
INSULATION
CONT SEALANT EA
SIDE, TYP
DOOR PER SCHED
DOUBLE STUD - SIZE
PER PARTITION TYPE
HM FRAME
PARTITION TYPE PER
PLAN
INSULATION
TYPE, TYP
PER PARTITION
HM FRAME
INSULATION
GLAZING AT RELITE, TYPE AS INDICATED
GLAZING STOP WITH VANDAL-
RESISTANT SCREWS
ROLLER SHADE WHERE INDICATED
5/8"2"5/8"1 9/16"VARIES 1 15/16"
DOOR PER SCHED
HM FRAME, EXPANSION ANCHOR AND
INSULATION
GLAZING AT RELITE, TYPE AS INDICATED
GLAZING STOP WITH VANDAL-
RESISTANT SCREWS
ROLLER SHADE WHERE INDICATED
4"1 9/16"VARIES 1 15/16"
CONT SEALANT BOTH SIDES
FLOORING PER FINISH SCHED
SHIM
CONC SLAB
CONT SEALANT EA
SIDE, TYP
MTL STUD TRACK &
HEADER; WIDTH PER
WALL TYPES
HM FRAME
PARTITION TYPE PER
PLAN
INSULATION
GLAZING AT RELITE, TYPE AS INDICATED
GLAZING STOP WITH VANDAL-
RESISTANT SCREWS
MOUNT ROLLER SHADE TO HM
FRAME HEAD PER SCHEDULE
THROAT VARIES - COORD
W/ PARTITION TYPE
1 9/16"1 15/16"VARIES
1/2"1/2"2"4" MIN, UNO1' - 0" MIN
1' - 6" MIN
DOOR LEAF WHERE
APPLICABLE
(E) CONC FLOOR
SLAB
Resilient Floor (RF) to Carpet Tile (CPT)
RESILIENT FLOORING
OVER (E) TILE
(E) VC TILE
CARPET OVER (E)
TILE
RESILIENT FLOOR
TRANSITION STRIP
DOOR LEAF WHERE
APPLICABLE
(E) CONC FLOOR
SLAB
(E) VC Tile to Carpet Tile (CPT)
(E) VC TILE
CARPET OVER (E)
TILE
CARPET TRANSITION
STRIP
Client Project No:
Date:
SSW Architects
Project No:
A7.40
Interior Door & Relite
Details
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Scale: 3" = 1'-0"A7.40
HM Frame -Typical Door Sill2
Scale: 3" = 1'-0"A7.40
HM Frame -Typical Head12
Scale: 3" = 1'-0"A7.40
HM Frame -Typical Jamb7
Scale: 3" = 1'-0"A7.40
HM Relite Frame -Intermediate Mullion6
Scale: 3" = 1'-0"A7.40
HM Relite Frame -Sill At Floor1
Scale: 3" = 1'-0"A7.40
HM Relite Frame -Typical Head11
Scale: 3" = 1'-0"A7.40
Typical Frame Profile17
Scale: 1/2" = 1'-0"A7.40
Typical Jamb Setback16
Scale: 3" = 1'-0"A7.40
Typical Flooring Transitions3
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
110.2
(E) WINDOW
GWB WALL
WALL BASE
PER SCHED
PENDANT LIGHT
FIXTURE - SEE
ELECT
(E) DOOR
2
A6.01
6
A6.01
4
A6.01
4
A6.01
SIM
SF-1
(E) DOOR
WALL BASE
PER SCHED
GWB WALL
F G H I
110H 110F 110D 110B
PENDANT LIGHT FIXTURE
TYP - SEE ELECT
CABINETS
WALL EDGE
GWB WALL
WALL BASE
PER SCHED
WALL EDGE
FGHI
110A 110C 110E 110G 110I 110J
GWB WALL PENDANT LIGHT FIXTURE
TYP - SEE ELECT
WALL BASE
PER SCHED
CABINET PULL4' - 0"CL15442 2434
454M30 2496
302M242 1242
302M136 1224
1' - 0"2' - 0"6' - 0"3' - 6"1' - 9 1/2"2' - 8 1/2"OPEN
HALLWAY
BEYOND
APPLIANCE OPENING WITH OPEN
BACK PANEL FOR RECEPTACLE
ACCESS. SEE ELECTRICAL PLAN
REFRIGERATOR
/ FREEZER
ALCOVE
TILE
BACKSPLASH
SINK3' - 6"1' - 8"2' - 10"3' - 8"6
A9.00
BACKSPLASH - SCRIBE TO
WALL & SEAL
FLOORING AND BASE PER
FINISH SCHEDULE
BASE CABINET PER
ELEVATION
PLAM COUNTERTOP
1"2' - 10"4"1 1/2"LINE OF BACKSPLASH BEYOND
2' - 1"
TILE OVER WATER-RESISTANT
GYPSUM BACKING BOARD
Client Project No:
Date:
SSW Architects
Project No:
A9.00
Interior Elevations
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Scale: 1/4" = 1'-0"A9.00
110 Office Suite -West Elevation1
Scale: 1/4" = 1'-0"A9.00
110 Office Suite -East Elevation2
Casework Types Key
Series
#Description
154 Base Cabinet w/o Drawers
302M1 Wall Hung Double Door, no shelf
302M2 Wall Hung Double Door, 2 adjustable shleves
454M Tall Storage Cabinet w/ appliance opening, double door, 2 adjustable
shleves above and 1 shelf below opening for microwave
Scale: 1/4" = 1'-0"A9.00
110 Office Suite -North Elevation4
Scale: 1/4" = 1'-0"A9.00
110 Office Suite -South Elevation5
Scale: 1/4" = 1'-0"A9.00
110K Kitchenette -North Elevation3
Scale: 1" = 1'-0"A9.00
Typical Countetop Over Casework6
Permit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
9 10
MB12 MB6
FS FS
4' - 10"10' - 2"10' - 2"4' - 10"EQEQ
GWB WALL INFILL @
DEMOLISHED DOOR
PENDANT LIGHT
FIXTURE TYP -
SEE ELECT
WALL BASE
PER SCHED 3' - 0"3' - 0"(E) COLUMN
(E) COLUMN
6' - 0"POWER AND AV CONNECTION
TYP. - SEE ELECTRICAL
6' - 0"DASHED LINE OF FLAT
SCREEN - OFOI. TYP.
ED
MB8
3' - 0"7' - 0"
(E) DOOR
GWB WALL INFILL AT
DEMOLISHED DOOR
(E) DOOR
TB6
WALL BASE
PER SCHED
PENDANT LIGHT
FIXTURE TYP -
SEE ELECT
E D
MB8
3' - 0"(E) ELECTRICAL
PANEL
7' - 0"
PENDANT LIGHT
FIXTURE TYP -
SEE ELECTRICAL
WALL BASE PER
SCHEDULE
910
5
A6.01
115.2
TB6
3
A6.01
7
A6.01 EQEQ
TB6
EQ EQ
3' - 0"3' - 0"SF-2
(E) WINDOW
(E) WINDOW
RS-1
8
A6.01
2
A6.01
RS-2
WALL BASE
PER SCHED
PENDANT LIGHT
FIXTURE TYP -
SEE ELECT
FS
EQEQ
WALL BASE
PER SCHED
GWB WALL
PENDANT LIGHT
FIXTURE TYP -
SEE ELECT
MB8
6' - 0"POWER OUTLET - SEE
ELECTRICAL
DASHED LINE OF FLAT
SCREEN - OFOI. TYP.
ED
TB6 MB8 MB8
2' - 0"6' - 0"8' - 0"8' - 0"3' - 0"FS
(E) DOOR
WALL BASE
PER SCHED
PENDANT LIGHT
FIXTURE TYP -
SEE ELECT
GWB WALL
E D
EXISTING
WINDOW TYP
WALL BASE
PER SCHED
PENDANT LIGHT
FIXTURE TYP -
SEE ELECT
GWB WALL
Client Project No:
Date:
SSW Architects
Project No:
A9.01
Interior Elevations
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Scale: 1/4" = 1'-0"A9.01
115 Classroom/Lab -East Elevation (Alt. Bid Item No. 1)1
Scale: 1/4" = 1'-0"A9.01
115 Classroom/Lab -North Elevation (Alt. Bid Item No. 1)2
Scale: 1/4" = 1'-0"A9.01
115 Classroom/Lab -South Elevation (Alt. Bid Item No. 1)3
Scale: 1/4" = 1'-0"A9.01
115 Classroom/Lab -West Elevation (Alt. Bid Item No. 1)4
Scale: 1/4" = 1'-0"A9.01
120 Conference/Clubs -East Elevation (Alt. Bid Item No. 2)6
Scale: 1/4" = 1'-0"A9.01
120 Conference/Clubs -NorthElevation (Alt. Bid Item No. 2)5
Scale: 1/4" = 1'-0"A9.01
120 Conference/Clubs -South Elevation (Alt. Bid Item No. 2)7
Permit Set
10/04/2022
Scale: 1/4" = 1'-0"A9.01
120 Classroom -East Elevation (Alt. Bid Item No. 3)6
Scale: 1/4" = 1'-0"A9.01
120 Classroom -NorthElevation (Alt. Bid Item No. 3)5
Scale: 1/4" = 1'-0"A9.01
120 Classroom -South Elevation (Alt. Bid Item No. 3)7
RECEIVED
11/01/2022 striplett
BUILDING DIVISION B22005282_v2
Reflected Ceiling Plan Notes
1. Center ceiling grids and light fixtures each way within rooms unless
otherwise indicated. Align similar fixtures, diffusers, and grilles
each way within rooms unless otherwise indicated.
2. Bottom of pendant light fixtures to be 18" below ACT ceilings
unless otherwise noted. See Electrical
3. Architectural Reflected Ceiling Plans indicate general light fixture
location and orientation with respect to architectural elements.
Fixtures not related to architectural elements may not be depicted.
See Electrical lighting plans for fixture types, any fixture locations
not depicted herein, and mounting conditions.
4. Architectural Reflected Ceiling Plans indicate general mechanical
diffuser and grille locations and orientation. See Mechanical
drawings for types and mounting conditions.
5. Contractor shall coordinate light fixture locations to assure
adequate clearance with mechanical equipment and
architectural/structural elements.
6. Access doors for mechanical and electrical equipment are typically
not indicated. Refer to specifications for general requirements and
provide to full extent necessary. Coordinate locations and sizes
with Architect prior to installation.
7. Refer to Floor Plans for additional wall section call-outs.
Reflected Ceiling Plan Legend
(See G1.00 for additional floor plan symbols)
Existing - No Work
Area of Work
Gypsum Board Ceiling
Supply Grille (See Mech)
Return Grille (See Mech)
Light Fixture - Strip Pendant (See Elect)
Ceiling Tag
Roller Shade RS-XX
Suspended Ceiling Grid with
Acoustic Ceiling Tiles (ACT)
102
12'-0"
Room Number
Ceiling Height
Light Fixture - Linear Recessed (See Elect)
Client Project No:
Date:
SSW Architects
Project No:
A10.10
First Floor Reflected
Ceiling Plan
Construction
Documents
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
N Scale: 1/8" = 1'-0"A10.10
Level 1 RCP -Area A1
NKey Plan
Permit Set
10/04/2022
PS
VS
Photocell Light Sensor (See Elect)
Vacancy Sensor (See Elect)
OS Occupancy Sensor (See Elect)
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
4
A4.01
1
A4.01
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
3
A4.01
2
A4.01
21' - 6"21' - 6"21' - 6"11' - 0"10' - 6"24' - 0"27' - 0"
24' - 0"30' - 0"30' - 0"24' - 0"9' - 0"22' - 8"RS-28' - 7 1/4"10 3/4"120
110E
110
110D
110F
110H
110I
110G
110J
110C
110A
110B
ALT. BID ITEM NO. 1 ALT. BID ITEM NO. 3
115
VS
VS PS
VS
PS
VS
VS VS
VS
PS
VS
VS
VS
VS
VS
VS
VS
VS
VS
PS
OS
OS
OS
OS
RS-2 B22005282_v2RECEIVED
11/01/2022 striplett
BUILDING DIVISION
NOTICE: ELECTRICAL WORK
UNDER SEPARATE PERMIT AND PER
FIELD INSPECTOR.
M-1
T
S
O
L20x12
L12x10
20"ø
20x12
OCCUPANCY OR CO2 SENSOR
SENSOR
THERMOSTAT
BACKDRAFT DAMPER
DUCT SMOKE DAMPER
COMBINATION SMOKE/FIRE DAMPER
MOTORIZED DAMPER
VOLUME DAMPER
RETURN / EXHAUST /
TRANSFER GRILLE OR REGISTER
CEILING DIFFUSER
TURNING VANE
FLEXIBLE DUCT
90° CONICAL SPIN-IN FITTING
LINED DUCT (INSIDE DIMENSION)
LINED DUCT (INSIDE DIMENSION)
FLEX CONNECTION
ROUND DUCT
RECTANGULAR DUCT
(INSIDE DIMENSION)
DUCT SECTION - RETURN
DUCT SECTION - SUPPLY
#DESCRIPTION
M1.00 MECHANICAL COVER SHEET
M1.01 MECHANICAL EQUIPMENT SCHEDULES
M1.02 MECHANICAL CALCULATIONS
M2.01 FIRST FLOOR DEMOLITION PLAN - MECHANICAL
M3.01 FIRST FLOOR PLAN - MECHANICAL
M4.01 FIRST FLOOR PLAN - FIRE PROTECTION
GENERAL SYMBOLS
DUCTWORK SYMBOLS
X
TYPE
(SEE SCHEDULE)
DESIGN CFM
AIR TERMINAL MARK
K-1 PLUMBING FIXTURE
IDENTIFICATION
P-E-PIPEM-DETM-HNGRP-VENTP-WASTE-AGM-HWRM-TEXT-LM-TEXT-MM-HATCHM-OSAM-GASP-E-FIXM-EQPMM-E-DUCTM-SMBLP-FIREP-EQPMM-ANNTEXTM-DUCT-2P-DHWRM-MATCHM-CWRM-CONTRLP-SMBLM-STAMP-DATEM-CLOUDM-STMM-DIFF-SM-HWSM-ARCH-DEMOM-DIFF-RM-DUCTM-ARCH-GRIDM-DUCT-LM-E-DUCT-2P-DEMOP-DCWM-AIRM-E-EQPMM-CHRM-CHSM-CWSM-FLEXM-REFER-LIQM-RCPM-REVP-FIXM-CONDENSATEP-DHWM-ARCH-BKGRNDM-REFER-SUCM-TEXT-SM-TTBLKM-DEMO3127767128124715168645641178677441777150303150111614337214240213714402824114327HID-2HWC-SCENTER 2CONTCENTER 2HID2CW-SCONTCONTHID 2TRACKSCONTCONTCONTCONTHW-SCONTHID 2TEXT/SPCL/SMCONTDEMOCONTCONTCONTCONTCONTCONTCONTCONTHID 2HID 2CONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTCONTDEMOCONTCONTREG-48REG-96ZERODEFPOINTS752CONTCONT44TEXT/LEADERTEXT/LEADERStyle: REGULARFade3Fade4Fade2Fade114151312CONTCONTCONTCONTV SpecNote:This block layering systemto be used together with"M-STD .ctb"M-EXTR-HID191HID 2X-TBLK-LOGO-MEDMX-TBLK-LOGO-PATT4214CONTCONTP-WASTE-UG1CONTA 1 N I F 1101644210Alternate Colors for 11 (CTB lineweight .0080)165220JTKTEXT/SPCL/LRGTEXT/SPCL/MED
1.MECHANICAL SYSTEMS HAVE BEEN DESIGNED PER THE REQUIREMENTS OF THE FOLLOWING CODES:
·2018 WASHINGTON STATE ENERGY CODE (WASHINGTON ADMINISTRATIVE CODE (WAC) CHAPTER 51-11C)
·2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS (WAC CHAPTER 51-50)
·2018 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS (WAC CHAPTER 51-52)
·2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS (WAC CHAPTER 51-56)
·2018 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS (WAC CHAPTER 51-52)
·2009 ICC-A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
2.HEATING AND COOLING SYSTEMS HAVE BEEN SIZED IN ACCORDANCE WITH STANDARD ENGINEERING
PRACTICES AND AS REQUIRED BY 2018 WSEC SECTIONS C403.1.2. HVAC SYSTEMS HAVE BEEN DESIGNEDTO COMPLY WITH 2018 WSEC SECTION C302.1 AND TO MAINTAIN 72 DEGREES F MAX IN HEATING MODE AND
75 DEGREES F MIN IN COOLING MODE. HEATING AND COOLING LOAD CALCULATIONS USE THE FOLLOWING
BUILDING THERMAL INSULATION VALUES AND DESIGN TEMPERATURES IN ACCORDANCE WITH THE ASHRAE
RECOMMENDED OUTDOOR DESIGN TEMPERATURES FOR RENTON:
·SUMMER OSA: 86°F DB/67°F WB
·SA HEATING: 95°F MAX EXISTING WALLS: U = 0.089 BTU/HR/SF/°F
·SA COOLING: 55°F MIN WINDOWS: U = 0.65 BTU/HR/SF/°F SHGC = 0.70
·WINTER OSA: 24°F
3.OUTSIDE AIR VENTILATION AND EXHAUST SHALL BE PROVIDED IN ACCORDANCE WITH 2018 IMC TABLE
C403.3.1.1 FOR MINIMUM REQUIRED RATES AND NO MORE THAN 150% OF THE MINIMUM RATES PER 2018
WSEC SECTION C403.2.2.
4.HEAT PUMP CONTROLS SHALL BE CONFIGURED TO PROVIDE A MINIMUM 5 DEGREE DEAD BAND AS
REQUIRED BY 2018 WSEC SECTION C403.4.1.2. HEAT PUMP CONTROLS SHALL BE CAPABLE OF MINIMIZINGOR PREVENTING THE USE OF SUPPLEMENTAL ELECTRIC HEAT.
5.CONTROLS FOR SYSTEMS THAT DO NOT OPERATE CONTINUOUSLY SHALL BE CAPABLE OF PROVIDING
SEVEN DAY PROGRAMMABLE TEMPERATURE SETTINGS, AUTOMATIC SETBACK AND SHUTOFF AND OPTIMUM
START AS REQUIRED BY 2018 WSEC SECTION C403.4.2.
6.DUCT WORK SHALL BE SEALED, INSULATED AND PROVIDED WITH A VAPOR BARRIER AS REQUIRED BY 2018
WSEC SECTION C403.10 AND AS FOLLOWS:
o REFER TO TABLE PROVIDED.
7.MECHANICAL PIPING, IF EXPOSED TO THE ENVIRONMENT, SHALL BE PROTECTED AND ALL MECHANICAL
PIPING SHALL BE INSULATED AS REQUIRED BY 2018 WSEC SECTION C403.10.3 AND AS FOLLOWS:
o REFER TO TABLE PROVIDED.
8.HVAC DISTRIBUTION SYSTEMS SHALL BE AIR AND WATER BALANCED TO MINIMIZE THROTTLING LOSSES AS
REQUIRED BY 2018 WSEC SECTION C408.2.2.
9.PROVIDE WITH AT LEAST 70% EFFICIENT OR ELECTRONICALLY COMMUTATED MOTOR AS REQUIRED BY 2018WSEC SECTION C405.8 FOR FRACTIONAL HORSEPOWER FAN MOTORS THAT ARE 1/12 HORSEPOWER AND
LARGER AND ARE NOT OTHERWISE SPECIFIED BY THE CODE.
10.CONDITIONED SPACES THAT HAVE AN EXTERIOR DOOR (THAT MAY BE LEFT OPEN) SHALL BE PROVIDED
WITH A SWITCH TO DISABLE THE SPACE CONDITIONING SYSTEMS OR TO RESET THE CONDITIONING
SETPOINTS AS DESCRIBED IN 2018 WSEC SECTION C403.4.16.
11.A PRELIMINARY COMMISSIONING PLAN INCLUDING INFORMATION REGARDING EQUIPMENT TO BECOMMISSIONED, FUNCTIONS TO BE TESTED, CONDITIONS OF TESTING AND MEASURABLE CRITERIA SHALL
BE PROVIDED TO THE OWNER'S APPOINTED CERTIFIED COMMISSIONING PROFESSIONAL PRIOR TO THE
AHJ'S FIRST MECHANICAL INSPECTION AS REQUIRED BY 2018 WSEC SECTION C408.1.2.
12.FUNCTIONAL TESTING OF MECHANICAL SYSTEMS SHALL BE PROVIDED TO ENSURE PROPER OPERATION IN
ALL SEQUENCES OF OPERATIONS INCLUDING POWER FAILURE AS REQUIRED BY 2018 WSEC SECTION
C408.1.2.2.
13.COPIES OF ALL APPLICABLE SERVICE AND EQUIPMENT DATA, AND PROJECT DOCUMENTATION THAT
RELATES, SHALL BE PROVIDED TO THE OWNER AND MADE AVAILABLE TO THE AUTHORITIES HAVING
JURISDICTION (AHJ'S) WITHIN 180 DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY AS REQUIRED BY
2018 WSEC SECTION C103.6 INCLUDING:
·RECORD DRAWINGS DEPICTING FINAL INSTALLATION CONFIGURATIONS OF SYSTEMS AND EQUIPMENT
·OPERATION AND MAINTENANCE EQUIPMENT MANUALS INCLUDING: MANUFACTURER'S INFORMATION ON
SPECIFIC MODEL NUMBERS AND OPTIONS INSTALLED, CONTROLS DATA INCLUDING CALIBRATION AND
DESIGN SETPOINT INFORMATION, AND RECOMMENDED MAINTENANCE SCHEDULE WITH A REPUTABLE
SERVICE CONTRACTOR'S CONTACT INFORMATION.
·REPORTS SUCH AS AIR AND WATER BALANCING, START-UP AND/OR PRESSURE TESTING DATA AS
APPLICABLE.
·TRAINING OF THE MAINTENANCE STAFF SHALL BE PROVIDED, INCLUDING REVIEW OF DOCUMENTATION,
HANDS-ON DEMONSTRATION OF OPERATION AND START-UP PROCEDURES AS WELL AS A TRAININGCOMPLETION REPORT.
14.COMMISSIONING OF MECHANICAL SYSTEMS AND CONTROLS SHALL BE PROVIDED AS REQUIRED FOR ALL
SYSTEMS IN BUILDINGS WITH A TOTAL COOLING CAPACITY OVER 240 MBH AND/OR A TOTAL HEATING
CAPACITY OVER 300 MBH IN ACCORDANCE WITH 2018 WSEC SECTION C408.1. ALL SYSTEMS, EQUIPMENT
AND CONTROLS THAT ARE REGULATED BY THE 2018 WSEC SHALL BE INCLUDED IN THE SCOPE OF
COMMISSIONING.
1.THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL MECHANICAL NOTES MAY
BE INDICATED ON EACH MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWING. REFER TO THE
PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS.
2.REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING
LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC.
3.INSTALL ALL PIPING ON ROOM SIDE OF BUILDING INSULATION.
4.ENGINEERED DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT NECESSARILY REFLECT EVERY
REQUIRED OFFSET, FITTING OR ACCESSORY. REFER TO SYSTEM SCHEMATIC DIAGRAMS FOR
ADDITIONAL DESIGN INFORMATION INCLUDING VALVE SIZES AND LOCATIONS.
5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BEGINNING WORK IN ORDER TO OBSERVE
EXISTING CONDITIONS. VERIFY EXACT SIZE, LOCATION AND CONDITION OF ALL EXISTING SYSTEMS,
DUCTS, PIPES, UTILITIES AND BUILDING STRUCTURE. VERIFY VOLTAGES AT THE SITE PRIOR TO
ORDERING ANY EQUIPMENT.
6.ARRANGE MECHANICAL EQUIPMENT SO THAT NO LESS THAN THE MINIMUM OPERATING AND SERVICE
CLEARANCES ARE PROVIDED AS REQUIRED BY CODE AND/OR THE EQUIPMENT MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
7.REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING
LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC.
8.MECHANICAL DRAWINGS SHOW RECOMMENDED LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO
ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS FOR EXACT LOCATIONS.
9.REFER TO ARCHITECTURAL DRAWINGS FOR ROOM ELEVATIONS AND PLUMBING FIXTURE MOUNTING
HEIGHTS. LOCATE MECHANICAL DEVICES SUCH AS THERMOSTATS, PANELS, ETC. SO THAT THEY DO NOT
CONFLICT WITH GENERAL CONSTRUCTION, OR ELECTRICAL SYSTEM (LIGHT SWITCHES, PANELS,
OUTLETS, ETC.).
10.PROVIDE A VOLUME DAMPER FOR EACH SUPPLY, RETURN AND EXHAUST OPENING, IN SUPPLY BRANCH
WHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH, AND ELSEWHERE AS NOTED
ON DRAWINGS OR IN SPECIFICATIONS.
11.SUPPLY AND RETURN AIR DUCTWORK SHALL BE LINED WITH 1" SOUND LINER WITHIN 10' OF EQUIPMENT.
12.MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0".
GENERAL NOTES
DRAWING INDEX
DRAWING ON WHICH
DETAIL IS LOCATED
DETAIL NUMBER
SECTION NUMBER
FLAG NOTE
REVISION
IDENTIFICATION
DRAWING ON WHICH
SECTION IS LOCATED
1
M2
A
M-2
M
1
00
200
DETAIL REFERENCE
SECTION REFERENCE
MECHANICAL
EQUIPMENT
IDENTIFICATION
AMERICANS WITH DISABILITIES ACTADA
AFF ABOVE FINISHED FLOOR
ARCH ARCHITECT / ARCHITECTURAL
CEILING DIFFUSERCD
CG CEILING GRILLE
CLEANOUTCO
CONTINUATIONCONT
DWG DRAWING
EXISTING ITEMS(E)
EA EXHAUST AIR
ENTERING AIR TEMPERATUREEAT
EER ENERGY EFFICIENCY RATING
EFFICIENCY / EFFICIENTEFF
ELECT ELECTRICAL
FLOOR CLEANOUTFCO
MBH 1,000 BTUS
MECHANICALMECH
NP NON POTABLE
OUTSIDE AIROSA
POC POINT OF CONNECTION
SA SUPPLY AIR
SENSOR OR SENSIBLESENS
SFD COMBINATION SMOKE/FIRE DAMPER
THERMOSTATTSTAT
TYP TYPICAL
UNLESS NOTED OTHERWISEUNO
V VENT
VOLUME DAMPERVD
W WASTE
ABBREVIATIONS
MOTORIZED DAMPERMD
RS REFRIGERANT SUCTION
CFM CUBIC FEET PER MINUTE
BACKDRAFT DAMPERBDD
CL CENTER LINE
COEFFICIENT OF
PERFORMANCE
COP
DOMESTIC COLD WATERCW
DOWNDN
DWV DOMESTIC WASTE AND VENT
FIRE DAMPER OR FLOOR DRAINFD
FIRE DEPARTMENTFD
FLUSH VALVEFV
NATURAL GASNG
GAUGEGA
DOMESTIC HOT WATERHW
DOMESTIC HOT WATER RETURNHWC
DOMESTIC WATER HEATERDWH
INVERT ELEVATIONIE
LAVATORYLV, LAV
LEAVING AIR TEMPERATURELAT
LINEAR FOOTLF
GATE VALVEGV
RETURN / RELIEF GRILLERG
RPBP REDUCED PRESSURE BACKFLOW
PREVENTER
RETURN AIRRA
RAIN LEADER OR REFRIGERANT
LIQUID
RL
SMOKE DETECTORSD
SG SUPPLY GRILLE
SK SINK
TP TRAP PRIMER
TD TRENCH DRAIN
VA VALVE
VENT THROUGH ROOFVTR
WATER CLOSETWC
WALL CLEANOUTWCO
WATER GAUGEWG
PSI POUNDS PER SQUARE INCH
GALLONS PER MINUTEGPM
DEGREES IN FAHRENHEITDEG F
BRITISH THERMAL UNITSBTU
TEMPERATURE RISE OR DROPDELTA T
KILOWATTSKW
GALLONS PER HOURGPH
MCA MINIMUM CIRCUIT AMPS
MINIMUM OVER CURRENT
PROTECTION
MOCP
INCHESIN
GALLONSGAL
GALLONS PER FLUSHGPF
PRV PRESSURE REDUCING VALVE
MAX MAXIMUM
MIN MINUTES OR MINIMUM
FIXTURE UNITSFU
DRAINAGE FIXTURE UNITSDFU
WATER HAMMER ARRESTORWHA
POUNDSLBS
HORSEPOWERHP
EXTERNAL STATIC PRESSUREESP
PIPING SYMBOLS
SPRINKLER HEAD - PENDANT
SPRINKLER HEAD - UPRIGHT
REDUCED PRESSURE -
BACKFLOW PREVENTER
RPBP
BALL VALVE
BALANCING VALVE
GATE VALVE
CHECK VALVE
CONTROL VALVE - 2 WAY
CONTROL VALVE - 3 WAY
FLEX CONNECTION
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
THERMOMETER
WASTE
COLD WATER (DOMESTIC)
HOT WATER (DOMESTIC)
HOT WATER RECIRCULATED
HYDRONIC WATER SUPPLY
HYDRONIC WATER RETURN
INDIRECT OR CONDENSATE DRAIN
LIQUID REFRIGERANT
SUCTION REFRIGERANT
FIRE SPRINKLER PIPE
RAIN LEADER
OVERFLOW RAIN LEADERORL
RL
F
RS
RL
ID
HWR
HWS
UNION
BUTTERFLY VALVE
NATURAL GAS
PIPE DOWN
PIPE UP
HOSE BIBB / WALL HYDRANT
HOSE DRAIN VALVE
VENT THROUGH ROOF
FLOOR DRAIN
FLOOR SINK
CLEAN OUT
DEMOLISHED ITEM
VENT
G
HEAT TRACE
VARIABLE FREQUENCY DRIVEVFD
C CO AND NO2 TOXIC GAS SENSOR
DIAMETERØ
FIRE ALARM CONTROL PANELFACP
FIRE DEPARTMENT CONNECTIONFDC
AHJ AUTHORITY HAVING JURISDICTION
NOT APPLICABLEN/A
FEET OF WATER GAGE PRESSUREFT WG
FOOT OR FEETFT
MECHANICAL ENERGY CODE NOTES
OTHER CODE NOTES
AMERICANS WITH DISABILITIES ACT
·ROOM THERMOSTATS, SENSORS AND SWITCHES SHALL BE
MOUNTED ON WALLS NO MORE THAN 48" ABOVE FINISHED FLOOR
FOR ADA ACCESSIBILITY.
INTERNATIONAL BUILDING CODE
·PROVIDE SEISMIC BRACING AND SUPPORTS IN ACCORDANCE WITH
THE 2018 IBC FOR SEISMIC DESIGN CATEGORY D AND BASED ON A
SEISMIC IMPORTANCE FACTOR OF 1.0 FOR ALL SYSTEMS, EXCEPT
THE GAS PIPING SHALL USE AN IMPORTANCE FACTOR OF 1.5.
·THROUGH PENETRATIONS OF FIRE-RESISTANCE RATED
ASSEMBLIES SHALL COMPLY WITH 2018 IBC SECTION 714.4.1 AND
714.5.1; REFER TO THE ARCHITECTURAL DRAWINGS FOR
LOCATIONS. MEMBRANE PENETRATIONS OF FIRE RESISTANCE
RATED WALLS AND ASSEMBLIES SHALL COMPLY WITH 2018 IBC
SECTIONS 714.4.2 AND 714.5.2.
·PROTECT ALL DUCT OPENINGS OF FIRE RATED ASSEMBLIES PERIBC 716.
INTERNATIONAL MECHANICAL CODE
·MAINTAIN 10'-0" MINIMUM DISTANCE BETWEEN OSA INTAKES AND PLUMBING VENTS, EXHAUST AND COMBUSTION AIR OUTLETS.
·ALL DUCT WORK SHALL BE CLASSIFIED AS LOW PRESSURE AND SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH 2018 IMC REQUIREMENTS AND CURRENT SMACNA
STANDARDS FOR 2” WG, UNLESS HIGHER STATIC PRESSURES ARE INDICATED ON THE DRAWINGS.
·PROVIDE EACH INDIVIDUAL GRILLE, REGISTER, DIFFUSER AND OUTSIDE AIR CONNECTION WITH A VOLUME DAMPER OR OTHER MEANS OF ADJUSTMENT AS REQUIRED BY 2018 IMC SECTION
603.18.
UNIFORM PLUMBING CODE
·CLEANOUTS SHALL BE LOCATED IN HORIZONTAL WASTE PIPING AS REQUIRED BY 2018 UPC SECTION 707.4, INCLUDING ONE AT EACH UPPER TERMINAL, EACH CHANGE OF DIRECTION THAT
IS GREATER THAN 135° AND IN RUNS GREATER THAN 100 FEET IN LENGTH.
·DOMESTIC WATER PIPE SIZING IS BASED ON THE CODE REQUIRED MAXIMUM VELOCITIES PER 2018 UPC SECTION 610.12.1 OF 8 FEET PER SECOND FOR COLD AND 5 FEET PER SECOND FOR
HOT WATER PIPING AND ASSUMING COPPER PIPE SIZES. THE USE OF ALTERNATE MATERIALS SHALL BE COORDINATED WITH THE SPECIFIC MANUFACTURER'S INSTRUCTIONS FOR
RECOMMENDED SIZING PRACTICES AND SIZING SHALL BE INCREASED AS NEEDED. PLANS PROVIDE MINIMUM PIPE SIZES, REGARDLESS OF MATERIALS.
·SANITARY WASTE PIPING SHALL BE INSTALLED AT 1/4" PER FOOT SLOPE AWAY FROM FIXTURES UNLESS NOTED OTHERWISE ON THE FLOOR PLANS.
·PIPING IN CONNECTION WITH A PLUMBING SYSTEM SHALL BE SO INSTALLED THAT PIPING OR CONNECTIONS WILL NOT BE SUBJECT TO UNDUE STRAINS OR STRESSES, AND PROVISIONSSHALL BE MADE FOR EXPANSION, CONTRACTION, AND STRUCTURAL SETTLEMENT. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS ON THE GROUND SHALL BE SEALED PER
UPC 312.1.
Client Project
No.:
SSW Architects
Project No.:
Date :
Bid
Documents
Building J
First Floor
Remodel
Phase 1
09/30/2022
2022-02 G(2-2)
22022
37622
STE R E DI
TGNIHSAW
AL E N G IOB
E
FO
SI
G
ON ERRRO
E
PELTATSF
E
R
E
S DNOG
N EA
W
CONSULTING ENGINEERS
BOGARD | PASCUA
ENGINEERS, PS
22121 17th Avenue SE, Suite 111
Bothell, Washington 98021
425-415-6100
M1.00
MECHANICAL
COVER SHEET
J:\2022 Jobs\22040 RTC Building J\Mech Dwgs\M100.dwg, 9/29/2022 11:41:33 AMPermit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
MECHANICAL WORK UNDER
SEPARATE PERMIT AND PER
FIELD INSPECTOR
50HORIZ.V-1 950 0.5 0.7 233/4 450 60 2" PLEATED 30 0.3400 0.670
50HORIZ.V-2 1,095 0.5 0.5 233/4 450 2" PLEATED 30 0.3400 0.670
50HORIZ.V-3 700 0.5 0.3 231/2 450 2" PLEATED 30 0.3400 0.670
50HORIZ.V-4 720 0.5 0.3 231/2 450 2" PLEATED 30 0.3400 0.670
50HORIZ.V-5 900 0.5 0.7 233/4 450 2" PLEATED 30 0.3400 0.670
HORIZ.V-6
HORIZ.V-7
HORIZ.V-9
HORIZ.V-8
HORIZ.V-10
HORIZ.V-11
HORIZ.V-12
HORIZ.V-13
HORIZ.V-14
HORIZ.V-15
5015700.5 1.3 231-1/2 450 2" PLEATED 3070 0.3400 0.6
509550.5 0.4 231/2 450 2" PLEATED 3070 0.3400 0.6
5020200.5 1.8 232 450 2" PLEATED 3070 0.3400 0.6
5015150.5 .0.9 231 450 2" PLEATED 3070 0.3400 0.6
507000.5 0.3 231/2 450 2" PLEATED 30 0.3400 0.670
508400.5 0.3 231/3 450 2" PLEATED 30 0.3400 0.670
509450.5 0.7 233/4 450 2" PLEATED 30 0.3400 0.670
507900.5 0.6 233/4 450 2" PLEATED 30 0.3400 0.670
507000.5 0.3 231/2 450 2" PLEATED 30 0.3400 0.670
507900.5 0.6 233/4 450 2" PLEATED 30 0.3400 0.670
60
60
60
60
60
60
60
60
60
60
60
60
60
60
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.5
6.4
4.1
4.2
5.2
4.1
4.9
5.5
4.6
4.1
4.6
8.8
9.2
5.6
11.8
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
GREENHECK LFC
EQUIP.
NO.
ARRGT/
DISCHARGE
FAN SECTION HOT WATER COIL
(EXISTING) VENTILATING UNIT SCHEDULE
FILTER
MFR / MODELAIRFLOW
CFM
EXT SP
IN WG(1)MAX
BHP
MOTOR
HP
LAT DEG.
F
EAT DEG.
F
MAX FV
FPM
MAX AIR PD
IN WG
H2O FLOW
GPM
EWT
DEG. F
LWT
DEG. F
MAX H2O
PD FT HD TYPE EFF%MAX FV
FPM
PD IN WG
CLEAN FINAL(2)
HP-37 *
HP-38
HP-39
HP-40
HP-41
HP-42
HP-43
HP-44
HP-45 *
HP-46 *
HP-47 *
HP-48
HP-49
HP-50
208 1GCH024400RMS. 135, 137 520 .40400
208 1GCH024400RMS. 135, 136 520 .40400
208 3GCH060400RMS. 218-224 1790 .50400
208 3GCH060400RMS. 218-224 1790 .50400
208 1GCH030400LAB 126 850 .50400
208 3GCH030400LAB 130 800 .55400
208 3GCH060400LAB 122 1700 .45400
208 3GCH060400NETWORKING 110 1750 .60400
208 3COMPUTER SCIENCE 108 3
208 3COMPUTER LAB 109 3
208 3GCH060400COMPUTER LAB 107 1620 .55400
208 3GCH060400COMPUTER SCIENCE 106 1635 .50400
208 3GCH030400COMPUTER LAB 107B 800 .55400
208 3GCH060400COMPUTER SCIENCE 103 1640 .50400
GCH0604001800.55400
GCH0604001800.50400
1,680
1,680
5,610
5,610
2,340
1,880
5,680
5,630
5,420
5,610
5,710
5,490
2,280
5,690
22,100
22,100
76,900
76,900
33,700
29,800
76,200
76,600
78,000
76,900
75,900
77,300
34,000
76,100
1,560
1,560
5,050
5,050
2,330
1,990
4,990
5,030
5,040
5,050
4.960
4,970
2,310
4,970
17,800
17,800
55,600
55,600
26,100
23,600
55,200
55,400
55,500
55,600
54,900
55,100
26,000
55,100
3.8
3.8
12.5
12.5
6.3
5.0
12.5
6.3
12.5
12.5
12.5
12.5
12.5
12.5
7.6
7.6
19.7
19.7
10.4
19.7
7.4
19.7
19.7
19.7
19.7
19.7
19.7
7.4
1/2
1/2
1
1
3/4
3/4
1
1
1
1
1
1
3/4
1
2.7
2.7
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
2.7
2.7
2.7
3.86
3.86
4.02
4.02
4.21
4.65
3.94
3.99
4.21
4.02
3.89
4.12
4.38
3.92
11.37
11.37
11.00
11.00
11.21
11.84
11.05
11.02
11.01
11.00
11.08
11.07
11.25
11.07
CONDENSATE PUMP ADDED
CONDENSATE PUMP ADDED
CONDENSATE PUMP ADDED
CONDENSATE PUMP ADDED
CWS / CWR
CONNS.
WATER
PD FTGPMTOTAL CAP.
BTUH
PWR
WATTS
COOLING CAP.HEATING CAP.
TOTAL CAP. (BTUH)PWR. (WATTS)
EXT. STATIC
PRESSURE
MIN.
O.S.A.CFMAREA SERVEDEQUIP.
NO.
(EXISTING) HEAT PUMP SCHEDULE
REMARKSCONFIGURATIONPHASEVOLTSMANUF. & MODEL NO.EERCOPFILTER AREA
SQ.FT.
M
CEILING
O.A. DAMPER
DIFFUSER
FLAT FILTER SECTION
VENTILATION SUPPLY FAN FIRE DAMPERS
FILTER
RETURN AIR GRILLE
DIFFUSER
RETURN AIR GRILLE
OUTSIDE AIR
OUTSIDE
CORRIDOR
OUTSIDE
CORRIDOR
SCALE:M101
1 EXISTING VENTILATION SYSTEM SCHEMATIC
NONE
FD
FILTER HEAT PUMPHEAT PUMP
CEILING
PLUMBING FIXTURE SCHEDULE
TAG ITEM DESCRIPTION W V CW HW
SK-1 KITCHEN SINK 1/2"1 1/2"2"1/2"
Client Project
No.:
SSW Architects
Project No.:
Date :
Bid
Documents
Building J
First Floor
Remodel
Phase 1
09/30/2022
2022-02 G(2-2)
22022
37622
STE R E DI
TGNIHSAW
AL E N G IOB
E
FO
SI
G
ON ERRRO
E
PELTATSF
E
R
E
S DNOG
N EA
W
CONSULTING ENGINEERS
BOGARD | PASCUA
ENGINEERS, PS
22121 17th Avenue SE, Suite 111
Bothell, Washington 98021
425-415-6100
M1.01
MECHANICAL
EQUIPMENT
SCHEDULES
J:\2022 Jobs\22040 RTC Building J\Mech Dwgs\M101.dwg, 9/29/2022 11:56:03 AMPermit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
Client Project
No.:
SSW Architects
Project No.:
Date :
Bid
Documents
Building J
First Floor
Remodel
Phase 1
09/30/2022
2022-02 G(2-2)
22022
37622
STE R E DI
TGNIHSAW
AL E N G IOB
E
FO
SI
G
ON ERRRO
E
PELTATSF
E
R
E
S DNOG
N EA
W
CONSULTING ENGINEERS
BOGARD | PASCUA
ENGINEERS, PS
22121 17th Avenue SE, Suite 111
Bothell, Washington 98021
425-415-6100
M1.02
MECHANICAL
CALCULATIONS
J:\2022 Jobs\22040 RTC Building J\Mech Dwgs\M102.dwg, 9/29/2022 10:50:53 AMPermit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E
F
G
H
I
J
K
L
6 7 8
9 10 11
C
A
12
ROBOTICS LAB
110
OFFICE
111A
OFFICE
110A
COMPUTER SCIENCE
111
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
PROPERTY MAINTENANCE
115
OFFICE
115A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
NURSING
117
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
SCALE:M2.01
1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL
1/8" = 1'-0"SCALE: 1/8" = 1'-0"
0 2 4 8 16 32
feet N
T
T
HCS
HCR
MM
S T
T
T
T
T
12"ø
HCS
HCR
T
M MM MS
S
S
S
24x24 SOFFIT GRILLES
W/SHEET METAL PLENUM
24x24 SOFFITGRILLE
(E)12"ø
12"ø THROUGHEXTERIOR WALL
24x24 TG
12"ø THROUGH
EXTERIOR WALL
BDD
24x24 TG
(E) CD
375 CFM
(E) CD375 CFM 14"ø
24x24 SOFFITGRILLE
(E)12"ø
1-1/4"(E)20"x12CWSCWR(E) CD
375 CFM
6-6 CD
80 CFM
(E) CD
375 CFM
12-10
275 CFM 10"ø
12"ø
6"ø
(E) CD150 CFM
12-12 CD400 CFM10"ø
9"ø
4"ø
(E) CD375 CFM(E)20"x12(E) CD375 CFM
(E)12"ø
12"ø
(E) CD
150 CFM14"ø UP
14"ø
12"ø
10"ø
12-12 CD
300 CFM(E) CD375 CFM
24x24 TG 6-6 CD100 CFM
BDD
24x24 TG
6-6 CD
100 CFM
M M
24x24 SOFFIT GRILLES
W/SHEET METAL PLENUM
12"ø THROUGHEXTERIOR WALL
12"ø THROUGH
EXTERIOR WALL
24x24 TG
BDD
24x24 TG
(E) CD360 CFM 24-8 CD200 CFM (E) CD260 CFM
(E) CD
360 CFM(E) CD150 CFM
(E) CD
375 CFM
CWSCWR1-1/4"
(E) CD
375 CFM
10-10 CD325 CFM 14"ø10"ø
20"x12(E) CD
360 CFM
8"ø
(E) CD
260 CFM
12"ø
420 CFM
(E) CD410 CFM 20"x12(E) CD160 CFM
8"ø
(E) CD410 CFM
(E) CD160 CFM
(E) CD410 CFM14"ø(E) CD410 CFM
(E) CD150 CFM
(E) CD325 CFM
(E) CD
325 CFM 6"ø
BDD
24x24 TG
(E) CD200 CFM
4" HCR UP TOSECOND FLOOR
(E) CD360 CFM
24x24 TG
12"ø THROUGHEXTERIOR WALL
12"ø THROUGH
EXTERIOR WALL
HP-40(E)HP-38
HP-37HP-39
HP-42
HP-41
V-12
HP-43
HP-44
V-13
(E)(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
EXISTING 3 TON HEAT PUMPWITH OUTSIDE AIR CONNECTIONTO REMAIN
TEMPORARILY CAP EXISTING DUCT
& HVAC UNIT CONNECTIONS AND
PREPARE FOR RECONNECTION IN
THE NEW WORK (TYPICAL).
REMOVE EXISTING GRILLES, REGISTERS
AND DIFFUSERS, THERMOSTATS AND
ASSOCIATED DUCTWORK IN AREAS OF
NEW WORK (TYPICAL)
RETAIN EXISTING MECHANICAL UNITS AND
PROTECT DURING DEMOLITION AND
CONSTRUCTION (TYPICAL)
420 CFM
420 CFM
420 CFM
PHASE 1 AREA OF WORK
(3 TYPICAL)
T
(E) RELIEF LOUVER
(E) OUTSIDEAIR LOUVER
ALTERNATE 1 PHASE 1
AREA OF WORK
BASE BID PHASE 1
AREA OF WORK
ALTERNATE 2 PHASE 1
AREA OF WORK
ROBOTICS LAB
110
OFFICE
111A
OFFICE
110A
COMPUTER SCIENCE
111
ELEV.
WOMEN'S
MENS
MECH.
100B
100C
100D (E)3/4" HW
(E)4" W
BELOW FLOOR
(E)4" W
BELOW FLOOR
(E)1" HW (E)3/4" HW UP
(E)3/4" HW UP
(E)1" HW
(E)2" CW UP
(E)4" W
BELOW FLOOR
(E)2" W
BELOW
FLOOR
(E)2" VENT
(E)FLOOR DRAIN
FOR CONDENSATE
(E)2" V UP
DEMOLISH EXISTING FLOOR DRAIN AND
EXISTING COPPER CONDENSATE PIPING .
PERMANENTLY CAP AND SEAL EXISTING WASTE
AND VENT PIPES BELOW GRADE. TEMPORARILY
CAP AND PREPARE FOR RECONNECTION THE
CONDENSATE DRAINS ABOVE THE CEILING.
1
FLAG NOTES (THIS SHEET ONLY):
1
6 7
Client Project
No.:
SSW Architects
Project No.:
Date :
Bid
Documents
Building J
First Floor
Remodel
Phase 1
09/30/2022
2022-02 G(2-2)
22022
37622
STE R E DI
T
G
NIHSAW
AL E N G IOB
E
FO
SI
G
ON ERRRO
E
PELTATSF
E
R
E
S DNOG
N EA
W
CONSULTING ENGINEERS
BOGARD | PASCUA
ENGINEERS, PS
22121 17th Avenue SE, Suite 111
Bothell, Washington 98021
425-415-6100
M2.01
FIRST FLOOR
DEMOLITION PLAN -
MECHANICAL
N Key Plan
SCALE:M2.01
2 PARTIAL DEMOLITION PLAN - PLUMBING
1/8" = 1'-0"SCALE: 1/8" = 1'-0"
0 2 4 8 16 32
feet
J:\2022 Jobs\22040 RTC Building J\Mech Dwgs\M201.dwg, 10/3/2022 8:54:59 AMPermit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
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10/05/2022 striplett
BUILDING DIVISION
SCALE:M3.01
1 FIRST FLOOR PLAN - MECHANICAL
1/8" = 1'-0"SCALE: 1/8" = 1'-0"
0 2 4 8 16 32
feet N
E
F
G
H
I
J
K
L
6 7 8
9 10 11
C
A
12
Office
110A
Office
110C
Office
110E
Office
110G
Office
110I
Office
110J
Office
110B
Office
110D
Office
110H
Kitchenette
110K
Office
110F
Classroom
115
ub
120
Office Suite
110
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
HCS
HCR
MM
S T
T
T
T
12"ø
HCS
HCR
T
M MM MS
S
S
S
24x24 SOFFIT GRILLES
W/SHEET METAL PLENUM
24x24 SOFFITGRILLE
(E)12"ø
12"ø THROUGH
EXTERIOR WALL
24x24 TG
12"ø THROUGH
EXTERIOR WALL
BDD
14"ø
24x24 SOFFITGRILLE
(E)12"ø
1-1/4"CWSCWR12-10
275 CFM 10"ø
12"ø
6"ø
(E) CD150 CFM
12-12 CD400 CFM10"ø
9"ø
12"ø
(E) CD
150 CFM14"ø UP
14"ø
12"ø
10"ø
12-12 CD
300 CFM
6-6 CD100 CFM
BDD
24x24 TG
6-6 CD
100 CFM
M M
24x24 SOFFIT GRILLES
W/SHEET METAL PLENUM
12"ø THROUGHEXTERIOR WALL
12"ø THROUGH
EXTERIOR WALL
24x24 TG
BDD
24x24 TG
(E) CD360 CFM 24-8 CD200 CFM (E) CD260 CFM
(E) CD
360 CFM(E) CD150 CFM
(E) CD
375 CFM
CWSCWR1-1/4"
(E) CD
375 CFM
10-10 CD325 CFM 14"ø10"ø
20"x12(E) CD
360 CFM
8"ø
(E) CD
260 CFM
12"ø
420 CFM
(E) CD160 CFM
8"ø
(E) CD160 CFM
(E) CD325 CFM
(E) CD
325 CFM
BDD
24x24 TG
(E) CD200 CFM
4" HCR UP TOSECOND FLOOR
(E) CD360 CFM
12"ø THROUGHEXTERIOR WALL
12"ø THROUGH
EXTERIOR WALL
HP-40(E)HP-38
HP-37HP-39
HP-42
HP-41
V-12
HP-43
HP-44
V-13
(E)(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
EXISTING HEAT PUMP TO REMAIN
POC
POC
POCPOC
POC
POC
POC
POC
POC
CD2
150
CD2
150
CD2
150
CD2
240
CD2
240
CD2
240
CD2
240
CD2
240
CD2
100
CD2
100
100
CD2
100
CD2
100
CD2
100
CD2
100
CD2
100
CD2
100
CD2
100
CD2
100
CD2
100
12"Ø
12"Ø
20x12
CD2
150
RG1
EF-10
8"Ø 12"ØRG1
12"Ø
20x1214"Ø10"Ø
10"Ø
CD2
240
T
T
$
T
T
POC
POC
RG1
10"Ø
10"Ø
10"Ø
12"Ø8"Ø
8"Ø
8"Ø20x12PROVIDE A NEW BACKDRAFT DAMPER
TO PREVENT EXHAUST AIR FROM
ENTERING SPACE THROUGH RELIEF
GRILLE.
10"Ø20x1210"ØCD210"Ø
6"Ø(6 TYP)
RG1
RG1
RG1
RG1
RELOCATE
EXISTING WALL
MOUNTEDTHERMOSTATS
(4 TYPICAL)
10"Ø
RG1
210 CFM OSA
420 CFM
210 CFM OSA
REDUCE FAN SPEEDS AT
EXISTING HVAC EQUIPMENT INTHIS AREA TO PROVIDE THE
LESSER CAPACITIES NEEDED
FOR THE NEW OFFICE SPACES
(TYPICAL)
SCALE:M3.01
2 NEW AND EXSTING RETURN AIR TO PLENUM DETAIL
N/A
1/2" SOUND LINING
CEILING
CEILING RETURN GRILLE
MIN.
12"3"12"PHASE 1 AREA OF WORK
(3 TYPICAL)
(E) RELIEF LOUVER
(E) OUTSIDE AIRLOUVER8"Ø
RG2
RG2
RG2
RG2
RG2
RG2
RG2
RG2
RG2
RG2
6"Ø
(8 TYP)12"Ø(E) CONTROLS12"ØALTERNATE 1 PHASE 1
AREA OF WORK
BASE BID PHASE 1
AREA OF WORK
ALTERNATE 2 PHASE 1
AREA OF WORK
Office
110C
Office
110E
Office
110G
Office
110I
Office
110J
Office
110D
Office
110H
Kitchenette
110K
Office
110F
ELEV.
WOMEN'S
MENS
MECH.
100B
100C
100D
NEW SINK, CONNECT TO NEAREST EXISTING PLUMBING
PIPING AS SHOWN.
PROVIDE NEW AIR GAP FITTING IN WALL AT (E) WASTE
PIPING. 2" WASTE AND 1-1/2" VENT SHALL BE CONNECTED
TO EXISTING. PROVIDE WITH A TRAP PRIMER AND ROUTE
NEW CONDENSATE PIPING FROM EXISTING HVAC UNITS
TO TERMINATE INDIRECTLY. PROVIDE ACCESS FOR
SERVICEABILITY.
1
FLAG NOTES (THIS SHEET ONLY):
(E)3/4" HW
(E)4" W
BELOW FLOOR
(E)4" W
BELOW FLOOR
(E)1" HW
(E)3/4" HW UP
(E)3/4" HW UP
(E)1" HW
(E)2" CW UP
(E)4" W
BELOW FLOOR
(E)2" W
BELOW
FLOOR
(E)2" VENT
(E)2" V UP
1
POC 2"W TO
(E)4" W BELOWFLOOR
POC 1-1/2"V
TO (E)2"V
1/2"HW AND 1/2"CW
FROM A POC AT THE
RESTROOMS
2
2
SK-1
6 7
Client Project
No.:
SSW Architects
Project No.:
Date :
Bid
Documents
Building J
First Floor
Remodel
Phase 1
09/30/2022
2022-02 G(2-2)
22022
37622
STE R E DI
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G
NIHSAW
AL E N G IOB
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FO
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ON ERRRO
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PELTATSF
E
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N EA
W
CONSULTING ENGINEERS
BOGARD | PASCUA
ENGINEERS, PS
22121 17th Avenue SE, Suite 111
Bothell, Washington 98021
425-415-6100
M3.01
FIRST FLOOR PLAN
- MECHANICAL
N Key Plan
SCALE:M3.01
3 PARTIAL PLAN - PLUMBING
1/8" = 1'-0"SCALE: 1/8" = 1'-0"
0 2 4 8 16 32
feet
J:\2022 Jobs\22040 RTC Building J\Mech Dwgs\M301.dwg, 10/3/2022 8:55:18 AMPermit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022
Classroom
RECEIVED
11/01/2022 striplett
BUILDING DIVISION B22005282_v2
SCALE:M4.01
1 FIRST FLOOR PLAN - FIRE PROTECTION
1/8" = 1'-0"SCALE: 1/8" = 1'-0"
0 2 4 8 16 32
feet N
E
F
G
H
I
J
K
L
6 7 8
9 10 11
C
A
12
Office
110A
Office
110C
Office
110E
Office
110G
Office
110I
Office
110J
Office
110B
Office
110D
Office
110H
Kitchenette
110K
Office
110F
Classroom
115
120
Office Suite
110
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
1.FIRE SPRINKLER SYSTEMS ARE EXISTING TO REMAIN.
1.REVISE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW FLOOR PLANS AND WALL LOCATIONS. REPOSITION AND/OR ADD NEW HEADS AS
NEEDED TO MAINTAIN FULL COVERAGE IN ALL AREAS OF NEW WORK AS REQUIRED BY NFPA 13 AND TO MAINTAIN A FULLY SPRINKLERED BUILDING.
2.PROVIDE NEW HEADS TO MATCH THE EXISTING AND NEW FLEXIBLE PIPE CONNECTION AT EACH NEW HEAD.
3.CENTER SPRINKLER HEADS IN LAY-IN TILES WHERE POSSIBLE, OR CENTER IN HALF TILES WHERE NEEDED.
4.PROVIDE SEISMIC BRACING AND SUPPORTS IN ACCORDANCE WITH THE 2018 IBC FOR SEISMIC DESIGN CATEGORY D. PROVIDE WITH ADEQUATE SUPPORTS,
HANGERS, FLEXIBLE COUPLINGS AND SWAY BRACING AS REQUIRED BY CODES AND TO ACCOUNT FOR ALL EXPECTED SYSTEM MOVEMENT INCLUDING BUT NOT
LIMITED TO: SEISMIC, SETTLEMENT, SHIFTING AND EXPANSION AND CONTRACTION.
5.A SUPPLY OF AT LEAST 6 SPARE SPRINKLERS SHALL BE MAINTAINED ON THE PREMISES SO THAT ANY SPRINKLERS THAT HAVE OPERATED OR BEEN DAMAGED IN
ANY WAY CAN BE PROMPTLY REPLACED. A CABINET WITH SPARE HEADS, WRENCH AND OTHER REQUIRED AND PERTINENT INFORMATION SHALL BE PROVIDED
AND LOCATED IN THE RISER ROOM.
6.THE CONTRACTOR SHALL PRE-TEST THE SYSTEM(S) TO VERIFY PROPER PERFORMANCE PRIOR TO AHJ INSPECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
PERFORM ALL ACCEPTANCE TESTS AND PROVIDE THE NECESSARY EQUIPMENT FOR THE TESTS. THE CONTRACTOR MAY BE REQUIRED TO CALL THE AHJ IN ADVANCE TO
SCHEDULE THE FOLLOWING:
a.HYDROSTATIC TEST AND PIPE FLUSHING
b.INSPECTION OF UNDERGROUND PIPING PRIOR TO CONCEALMENT
c.INSPECTION OF OVERHEAD PIPING BEFORE CONCEALMENT AND TO WITNESS HYDROSTATIC TEST
d.FUNCTIONAL TEST
e.FINAL ACCEPTANCE
FIRE PROTECTION GENERAL SHEET NOTES
PHASE 1 AREA OF WORK
(3 TYPICAL)
ALTERNATE 1 PHASE 1
AREA OF WORK
BASE BID PHASE 1
AREA OF WORK
ALTERNATE 2 PHASE 1
AREA OF WORK
Client Project
No.:
SSW Architects
Project No.:
Date :
Bid
Documents
Building J
First Floor
Remodel
Phase 1
09/30/2022
2022-02 G(2-2)
22022
37622
STE R E DI
T
G
NIHSAW
AL E N G IOB
E
FO
SI
G
ON ERRRO
E
PELTATSF
E
R
E
S DNOG
N EA
W
CONSULTING ENGINEERS
BOGARD | PASCUA
ENGINEERS, PS
22121 17th Avenue SE, Suite 111
Bothell, Washington 98021
425-415-6100
M4.01
FIRST FLOOR PLAN
- FIRE PROTECTION
N Key Plan
J:\2022 Jobs\22040 RTC Building J\Mech Dwgs\M401.dwg, 10/3/2022 8:55:30 AMPermit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022
Classroom B22005282_v2RECEIVED
11/01/2022 striplett
BUILDING DIVISION
ABBREVIATIONS
E1.1
3
POWER RECEPTACLES & OUTLETS
EQUIPMENT CONNECTIONS & CONTROLS
SERVICE GEAR - AS SHOWN ON PLANS
CONDUITS AND CIRCUITING
LIGHT FIXTURES & CONTROLS
NOTES AND MISCELLANEOUS SYMBOLS
3
ELECTRICAL LEGEND
NOTE:
E0.01
Symbol Legend,
Abbreviations,
Sheet list
PRELI
M
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A
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Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:20 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E0.02
Fixture Schedule and
WSEC Compliance forms
PRELI
M
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A
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Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:21 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
ROBOTICS LAB
110
OFFICE
111A
OFFICE
110A
COMPUTER SCIENCE
111
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
PROPERTY MAINTENANCE
115
OFFICE
115A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
NURSING
117
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
Demolition Notes
1.2.3.4.
5.
See Mechanical, and Electrical drawings for additional demolitionand salvage scope of work.Remove demolished materials from site, unless noted otherwise.Keep Fire Lanes clear and accessible at all times.Construction limits indicate the primary extent of the work areaand are approximate. Coordinate all work outside these limits withArchitect, to avoid impact to Owner's ongoing campus operations.Protect existing site structures, components, and appurtenancesto remain from any damage. Contractor to repair any damagecaused by demolition activities to the satisfaction of the Owner.
GENERAL NOTES
FLAG NOTES
ED2.01NScale: 1/8" = 1'-0"ED2.01
First Floor Power Demolition Plan1
PRELI
M
I
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A
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Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:21 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
First Floor
Power Demolition Plan
NKey Plan
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
CL
CL
CL
CL
CL
CL
CL
CL
ALIGN F/O
WALL W/
F/O (E)
COLUMN
INFILL WALL -
SEE NOTE 11
INFILL WALL -
SEE NOTE 11
ALIGN SF
JAMB W/
(E) CJ
UP
UP
MB8FS MB12 FS MB6
MB8TB6
FS
MB8MB8TB6Office
110A
Office
110C
Office
110E
Office
110G
Office
110I
Office
110J
Office
110B
Office
110D
Office
110H
Kitchenette
110K
Office
110F
Office Suite
110
120
Classroom/Lab
115
Floor Plan Notes1.2.3.4.5.6.7.8.9.10.11.Refer to Sheet T1.00 for Floor Plan LegendRefer to A7.01 for Finish Schedule and floor finish transitiondetails and typical corridor finishes.See Sheet A7.10 for partition types. Partitions are type A1 UON.Metal stud walls are dimensioned either from face of stud orcenterline of stud UON.Dimensions noted as clear ("CLR") are from final finished surfaceto final finished surface.At sound retardant walls, provide batt insulation across full extentof partition, including returns, jogs, and corners, whether indicatedor not, for complete isolation of space.Mechanical, and electrical components identified on architecturalplans are for general information and are not intended to fullydescribe such features. For full descriptions, see respectivedrawings.All conduit, piping, and ductwork to be concealed UON.whereexposed it shall be routed tight to deck or wall where indicated, itmay span or attach tight to bottom of structure.Coordinate with Electrical for floor boxes for power and data.Provide blocking and backing for all wall-mounted materials,accessories, equipment, and furnishings Including these indicatedas owner furnished and/or owner installed. (OF/OI, OF/CI) -Coordinate with all other disciplines.At wall infills, match existing construction. Wall tag shown onplans is estimate of exsiting construction. Patch & repair GWB totie new wall finish into existing. Paint entire wall from corner tocorner on both sides per schedule or to match existing.
FLAG NOTES
GENERAL NOTES
E2.01
First Floor
Power Plan
NScale: 1/8" = 1'-0"E2.01
First Floor Power Plan1
NKey Plan
PRELI
M
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A
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Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:21 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022
Classroom
RECEIVED
11/01/2022 striplett
BUILDING DIVISION B22005282_v2
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
ROBOTICS LAB
110
SERVER/OFFICE
111A STORAGE
110A
COMPUTER SCIENCE
111
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
PROPERTY MAINTENANCE
115
OFFICE
115A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
NURSING
117
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
FLAG NOTES
GENERAL NOTES
ED3.01
First Floor
Lighting Demolition Plan
NScale: 1/8" = 1'-0"ED3.01
First Floor Lighting Demolition Plan1
PRELI
M
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N
A
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Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:21 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
NKey Plan
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
Floor Plan Notes1.2.3.4.5.6.7.8.9.10.11.Refer to Sheet T1.00 for Floor Plan LegendRefer to A7.01 for Finish Schedule and floor finish transitiondetails and typical corridor finishes.See Sheet A7.10 for partition types. Partitions are type A1 UON.Metal stud walls are dimensioned either from face of stud orcenterline of stud UON.Dimensions noted as clear ("CLR") are from final finished surfaceto final finished surface.At sound retardant walls, provide batt insulation across full extentof partition, including returns, jogs, and corners, whether indicatedor not, for complete isolation of space.Mechanical, and electrical components identified on architecturalplans are for general information and are not intended to fullydescribe such features. For full descriptions, see respectivedrawings.All conduit, piping, and ductwork to be concealed UON.whereexposed it shall be routed tight to deck or wall where indicated, itmay span or attach tight to bottom of structure.Coordinate with Electrical for floor boxes for power and data.Provide blocking and backing for all wall-mounted materials,accessories, equipment, and furnishings Including these indicatedas owner furnished and/or owner installed. (OF/OI, OF/CI) -Coordinate with all other disciplines.At wall infills, match existing construction. Wall tag shown onplans is estimate of exsiting construction. Patch & repair GWB totie new wall finish into existing. Paint entire wall from corner tocorner on both sides per schedule or to match existing.
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"
E
F
G
H
I
J
K
L
6 7 8
9 10 11 12
C
A
ELEV.
WOMEN'S
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
ALIGN F/O
WALL W/
F/O (E)
COLUMN
INFILL WALL -
SEE NOTE 11
INFILL WALL -
SEE NOTE 11
ALIGN SF
JAMB W/
(E) CJ
Office
110A
Office
110C
Office
110E
Office
110G
Office
110I
Office
110J
Office
110B
Office
110D
Office
110H
Kitchenette
110K
Office
110F
Classroom/Lab
115
Conference/Clubs
120
Office Suite
110
FLAG NOTES
GENERAL NOTES
E3.01
First Floor
Lighting Plan
Scale: 1/8" = 1'-0"E3.01
First Floor Lighting Plan1
PRELI
M
I
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A
R
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Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:21 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
NNKey Plan
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022
Classroom B22005282_v2RECEIVED
11/01/2022 striplett
BUILDING DIVISION
GENERAL NOTES
FLAG NOTES
LEGEND
E9.01
Partial
Riser Diagram,
Panel Schedules
PRELI
M
I
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A
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Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:21 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
Scale: NoneE9.01
Partial Riser Diagram1
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
E10.01
Panel Schedules
PRELI
M
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A
R
Y
Client Project No.
Date:
SSW Architects
Project No.:
09/30/
2
0
2
2
3
:
0
2
:
0
9
P
M
Permit Set
Building J
First Floor
Remodel
Phase 1
September 30, 2022
2022-511 G (1-1)
22002
Plot date: 9/30/2022 9:22 PMENGINEERING
A SC E
Consulting Electrical Engineers
425-402-9400 office@caseeng.com
Bothell, WA 98011
19515 North Creek Parkway, Suite 302
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
GENERAL
MECHANICAL EQUIPMENT TAG
REVISION CALLOUT
FLAG NOTE CALLOUT
LOCATION WHERE PICTURE
WAS TAKEN AND DIRECTION
DEMOLITION NOTE TAG
EQUIPMENT TAG
DETAIL/PLAN IDENTIFIER
SECTION IDENTIFIER
MATCHLINE OR PROPERTY LINE
EXISTING ELECTRICAL TO BE REMOVED
EXISTING ELECTRICAL TO REMAIN
NEW ELECTRICAL WORK
ELEVATION IDENTIFIER
REVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS
CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE
NORTH ARROW
ENLARGED PLAN BOUNDARY
1
1
1
1
1
E1.01
1
E1.01
1
E1.01
AHU-01
TELECOMMUNICATIONS SYSTEM
RACEWAY AND BOXES
J JUNCTION BOX
J FURNITURE WALL FEED OUTLET BOXF
PULL BOX
VAULT
HANDHOLE
FLOORBOX
(WHERE INDICATED, SUBSCRIPT INDICATES FLOOR
BOX TYPE)
POKE-THRU
POKE-THRU TYPE)
(WHERE INDICATED, SUBSCRIPT INDICATES FLOOR
A
A
RACEWAY CONCEALED IN-WALL OR IN-CEILING
(EXPOSED IN UNFINISHED AREAS)
RACEWAY RUN BELOW FLOOR OR BELOW GRADE
RACEWAY (CIRCLE DENOTES VERTICAL TRANSITION)
RACEWAY CONTINUATION
RACEWAY STUB WITH BUSHINGS
RACEWAY SLEEVE WITH BUSHINGS
1
(WHERE INDICATED, SUBSCRIPT INDICATES PULL BOX NUMBER)
(WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE)
PB
XX
XX
HH
POWER POLE, FLOOR TO CEILING
SURFACE METAL RACEWAY
CABLE TRAY, 12"W x 4"H OVERHEAD, UNLESS
OTHERWISE NOTED
CABLE TRAY, OVERHEAD LADDER TYPE
GROUNDING
GROUNDING ROD
GROUNDING BUSBAR
EQUIPMENT GROUNDING CONNECTION
GROUNDING STRAP
G GROUNDING CONDUCTOR
HA-
HOMERUN TO PANEL
(INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER)
#(GAUGE OF WIRE OTHER THAN AWG#12)
NUMBER OF CONDUCTORS
(GROUND CONDUCTOR)
(PHASE CONDUCTORS)
(NEUTRAL CONDUCTOR)
NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS
(WHERE INDICATED, SUBSCRIPT INDICATES HANDHOLE NUMBER)
FLEXIBLE RACEWAY
FIRE STOPPING SLEEVE
DRAWING INDEX
CLASSROOM AUDIO VISUAL SYSTEM
AV AUDIO VISUAL INPUT PLATE, WALL-MOUNTEDX6TELECOMMUNICATIONS DEVICE
Y
X
ABOVE CEILING TELECOMMUNICATIONS DEVICEWAP
(X = REPRESENTS THE # OF TELECOMMUNICATIONS MODULES)
(X = REPRESENTS THE # OF TELECOMMUNICATIONS MODULES)
(W = TELECOMMUNICATIONS WALL PHONE MTD AT +48" AFF)
(B = BLANK COVER PLATE)
(AC = ABOVE COUNTER DEVICE)
(S = SURFACE MOUNT)
(WAP = WALL-MOUNTED WIRELESS ACCESS POINT DATA DEVICE)
(WAP = WIRELESS ACCESS DEVICE)
INTRUSION DETECTION SYSTEM
CONFERENCE ROOM AUDIO VISUAL SYSTEM
AV AUDIO VISUAL INPUT PLATE, WALL-MOUNTED
X
FLAT PANEL DISPLAY, WALL-MOUNTEDFPD
S PIR MOTION DETECTOR, WALL-MOUNTED
RECESSED WALL BOX, WALL-MOUNTEDWBC
S DOOR POSITION SWITCH
WALL-MOUNTED ENCLOSURE
TWO-POST EQUIPMENT RACK
DOOR HARDWARE POWER SUPPLY (DIV 08)
(EL = ELECTRIFIED LOCKSET/EXIT DEVICE)
EL
ACCESS CONTROL SYSTEM
CREDENTIAL/CARD READERS
CR
(CR = CARD READER, WALL-MOUNTED)
R REQUEST TO EXIT, INTEGRAL MICRO SWITCH
1201
seattle
206.448.3376
www. .hargis biz
,wa 98101
stethirdavenue,600
P R E L I M I N A R Y
Client Project No.:
Date:
SSW Architects
Project No.:
1 0 /3 /2 0 2 2 9 :5 9 :1 4 A M
T0.01
TELECOM AND LOW
VOLTAGE LEGEND AND
DRAWING INDEX
Project Status
BUILDING J
FIRST
FLOOR
REMODEL
PHASE 1
9/30/2022
T0.01 TELECOM AND LOW VOLTAGE LEGEND AND
DRAWING INDEX
T0.02 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
T0.03 TELECOM AND LOW-VOLTAGE ROUGH-IN
SCHEDULES
T6.01 TELECOM FLOOR PLAN LEVEL 1 - AREA B
T8.01 TELECOM DETAILS
T8.02 TELECOM DETAILS
TD6.01 TELECOM DEMO PLAN LEVEL 1 - AREA B
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
ABBREVIATIONS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
ENERGY CODE NOTES
NON-STRUCTURAL ELECTRICAL COMPONENT NOTES
PERFORM WORK IN ACCORDANCE WITH
APPLICABLE NATIONAL AND STATE CODES AS
AMENDED LOCALLY AND ENFORCED BY THE AHJ.
OBTAIN AND PAY FOR PERMITS REQUIRED FOR
INSTALLATION OF WORK. ARRANGE AND SCHEDULE
REQUIRED INSPECTIONS.
COORDINATE WITH UTILITY COMPANIES
FURNISHING SERVICES TO PROJECT. INSTALLATION
OF UTILITY SERVICES SHALL BE IN ACCORDANCE
WITH UTILITY REQUIREMENTS. VERIFY APPLICABLE
INSTALLATION STANDARDS AND REQUIREMENTS.
PROVIDE AND SUBMIT ELECTRICAL DRAWINGS TO
UTILITY FOR APPROVAL PRIOR TO ROUGH-IN AND
PRIOR TO ORDERING EQUIPMENT.
DEVICE LOCATIONS ARE APPROXIMATE.
COORDINATE DEVICE LOCATIONS AND ELEVATIONS
WITH APPROPRIATE DOCUMENTS INCLUDING
CASEWORK SHOP DRAWINGS AND ARCHITECT'S
INTERIOR ELEVATIONS PRIOR TO ROUGH-IN.
COORDINATE ELECTRICAL WORK WITH THAT OF
OTHER TRADES. REFER TO MECHANICAL,
ARCHITECTURAL, STRUCTURAL, CIVIL, AND
LANDSCAPE DRAWINGS AND SPECIFICATIONS.
COORDINATION SHALL OCCUR PRIOR TO
FABRICATION, PURCHASE, AND INSTALLATION OF
WORK.
COORDINATE LOCATION OF LIGHT FIXTURES AND
CEILING-MOUNTED DEVICES WITH ARCHITECTURAL
REFLECTED CEILING PLANS AND ELEVATIONS.
PROVIDE RATED ENCLOSURES AROUND ALL LIGHT
FIXTURES PENETRATING RATED CEILINGS.
COORDINATE WITH ARCHITECTURAL.
REFER TO ARCHITECTURAL AND STRUCTURAL
DRAWINGS FOR LOCATIONS OF
EXPANSION/SEISMIC JOINTS. PROVIDE RACEWAY
EXPANSION/SEISMIC JOINTS FOR RACEWAYS
CROSSING BUILDING EXPANSION/SEISMIC JOINTS.
DEMOLISH EXISTING SYSTEMS AS INDICATED ON
PLANS OR AS REQUIRED FOR INSTALLATION OF
NEW WORK. MATERIAL SHALL BE REMOVED FROM
SITE AND LEGALLY DISPOSED OF OFF SITE UNLESS
OTHERWISE DIRECTED. RETURN ITEMS TO OWNER
IN EXISTING CONDITION WHEN DIRECTED BY
OWNER.
COMPLETION OF WORK SHALL BE EXECUTED IN
ACCORDANCE WITH THE PROJECT SCHEDULE.
SCHEDULE INSTALLATION WITH OTHER TRADES TO
ENSURE PROJECT MILESTONES ARE MET.
DRAWINGS ARE DIAGRAMMATIC AND DO NOT
SHOW ALL COMPONENTS REQUIRED FOR A
COMPLETE INSTALLATION. PROVIDE COMPONENTS
REQUIRED FOR COMPLETE AND OPERATIONAL
SYSTEMS INCLUDING RACEWAYS, CONDUCTORS,
BOXES, SUPPORTS AND SIMILAR ITEMS.
BRANCH CIRCUIT HOMERUNS ARE SHOWN TO
INDICATE CIRCUIT PROPERTIES AND
CONFIGURATION. SINGLE-CIRCUIT HOMERUNS
SERVED FROM THE SAME PANELBOARD MAY BE
COMBINED IN ACCORDANCE WITH THE DIVISION 26
SPECIFICATIONS, UNLESS INDICATED OTHERWISE.
EXTEND AND CONNECT BRANCH CIRCUIT RACEWAY
AND WIRING FROM HOMERUN TO DEVICES AND
EQUIPMENT WITH CIRCUIT NUMBERS INDICATED.
CONDUCTOR QUANTITIES AND SIZES ARE
INDICATED AT HOMERUNS ONLY. SHOW ACTUAL
RACEWAY ROUTING AND CIRCUITING ON RECORD
DRAWINGS. MINIMUM CONDUCTOR SIZE #12 AWG.
LIGHT FIXTURES MOUNTED IN CONTINUOUS ROWS
SHALL BE THROUGH-WIRED VIA FIXTURE INTERNAL
WIREWAYS. CIRCUITS AS INDICATED ON
DRAWINGS. FIXTURES NOT LISTED FOR THROUGH
WIRING SHALL BE WIRED VIA SEPARATE RACEWAY
AND WIRING SYSTEM EXTERNAL TO THE FIXTURES.
PROVIDE RACEWAYS, WIRING AND CONNECTIONS
FOR A COMPLETE AND OPERATIONAL SYSTEM.
GENERAL NOTES
1.
2.
3.
4.
RECORD DRAWINGS: SUBMIT TO THE BUILDING
OWNER PER ENERGY CODE ENFORCED BY THE LOCAL
AHJ.
OPERATION AND MAINTENANCE MANUALS: SUBMIT TO
THE BUILDING OWNER PER ENERGY CODE ENFORCED
BY THE LOCAL AHJ.
THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN
DESIGNED TO COMPLY WITH ENERGY CODE
ENFORCED BY THE LOCAL AHJ. CONTRACTOR IS
RESPONSIBLE FOR CORRECT INSTALLATION OF
ENERGY CONSERVATION MEASURES.
LIGHTING CONTROL SYSTEMS COMMISSIONING AND
COMPLETION REQUIREMENTS: TEST SYSTEMS TO
ENSURE THAT BUILDING SYSTEMS HAVE BEEN
INSTALLED AND FUNCTION PROPERLY AND
EFFICIENTLY, AND CAN BE MAINTAINED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS AND
OPERATIONAL REQUIREMENTS PER ENERGY CODE
ENFORCED BY THE AHJ. REFER TO SPECIFICATIONS
FOR ADDITIONAL COMMISSIONING REQUIREMENTS.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
LOCATIONS OF RACEWAY, PATHWAY AND SIMILAR ITEMS ARE
SHOWN SCHEMATICALLY. COORDINATE INSTALLATION,
INCLUDING BUT NOT LIMITED TO CABLING,
TELECOMMUNICATION PATHWAYS AND SPACES, AND EXACT
LOCATION OF HORIZONTAL AND BACKBONE CABLING WITH
LOCATIONS OF FIXED CASEWORK AND BUILDING CONDITIONS
AFFECTING THE WORK OF THIS CONTRACT.
COORDINATE TELECOMMUNICATIONS WORK WITH THAT OF
OTHER TRADES. REFER TO ELECTRICAL, MECHANICAL,
ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE
DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL
OCCUR PRIOR TO FABRICATION, PURCHASE, AND
INSTALLATION OF WORK.
NEW CABLING INSTALLATIONS SHALL BE CONCEALED IN
WALL, CEILINGS, AND BELOW RAISED FLOOR SPACES
UNLESS OTHERWISE NOTED ON THE DRAWINGS. CABLING IN
ACCESSIBLE CEILING SPACES SHALL BE INSTALLED AS OPEN
CABLING NEAR STRUCTURES AND WALLS OR AS
SPECIFICALLY NOTED ON DRAWINGS. SEE SPECIFICATIONS
FOR SUPPORT REQUIREMENTS.
PROVIDE FIRESTOPPING SYSTEMS FOR CONDUIT AND
RACEWAY SYSTEMS AT PENETRATIONS, SLEEVES AND
SLOTS OF FIRE RATED CONSTRUCTION FOR HORIZONTAL
AND INTRABUILDING PATHWAYS AND SPACES.
INTRABUILDING OPTICAL FIBER CABLING SHALL BE CLEARLY
AND VISIBLY IDENTIFIED IN PULLBOXES, ENTRANCE POINTS,
EACH RISER ROOM, AND 5'-0" BEFORE ENTERING A FREE
STANDING RACK UTILIZING AN OPTICAL FIBER CABLE MARKER
TAG SYSTEM.
MAINTAIN A MINIMUM SPACING OF 12" FROM ELECTRICAL
FEEDERS AND BRANCH CIRCUIT WIRING AND 12" FROM
AUXILIARY SYSTEM CABLING.
MINIMUM SPACING FROM ELECTRICAL APPARATUS SUCH AS
MOTOR DRIVEN EQUIPMENT AND TRANSFORMERS SHALL BE
6'-0". SPACING REQUIREMENTS SHALL APPLY TO OPEN
CABLING PATHWAYS WHERE EQUIPMENT IS LOCATED ON
THE SAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR IN
ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH WALLS
AND FLOORS DID NOT EXIST. EXCEPTION: BUILDING
CONSTRUCTION THAT RESULTS IN CONTINUOUS METALLIC
BARRIER BETWEEN ELECTRICAL APPARATUS AND CABLE
PATHWAYS SHALL BE CONSIDERED AS SUITABLE
SEPARATION.
PRIOR TO STARTING TELECOMMUNICATIONS INSTALLATION,
CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES
AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT
WHERE WORK MAY PROPERLY COMMENCE. NOTIFY THE
ARCHITECT AND ENGINEER IN WRITING OF CONDITIONS
DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF
THE WORK.
DO NOT BEGIN TELECOMMUNICATIONS INSTALLATION UNTIL
ALL UNSATISFACTORY CONDITIONS ARE RESOLVED.
BEGINNING WORK CONSTITUTES ACCEPTANCE OF
CONDITIONS AS SATISFACTORY.
ROUTE CATEGORY 6/6A CABLES TO THEIR ASSIGNED CROSS-
CONNECT PER THE IDENTIFICATION LABEL AT EACH
TELECOMMUNICATIONS WORKSTATION DEVICE. TERMINATE
ALL CABLES ON 48-PORT PATCH PANELS ON RACKS UNLESS
OTHERWISE NOTED.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL
CONDUIT, OUTLET BOXES, JUNCTION BOXES, RACEWAY
SYSTEMS, ETC. FOR A COMPLETE AND OPERATIONAL
PATHWAY SYSTEM FOR ALL TELECOMMUNICATIONS
SYSTEMS PER THE SCOPE OF WORK INDICATED ON THE
CONSTRUCTION DRAWINGS AND BID SPECIFICATIONS.
CABLE TRAY PATHWAYS ABOVE ACCESSIBLE CEILINGS SHALL
BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CABLE
TRAY PATHWAYS BELOW RAISED FLOOR SPACES SHALL BE
PROVIDED BY THE TELECOMMUNICATIONS CONTRACTOR.
1.
2.
3.
4.
THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE
2018 INTERNATIONAL BUILDING CODE AND FROM THE
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD
7. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR
ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER
DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO
REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN
BID. ALSO REFER TO SPECIFICATIONS.
2018 IBC, 1613.1, SCOPE: ARCHITECTURAL, MECHANICAL,
ELECTRICAL, AND NON-STRUCTURAL COMPONENTS THAT
ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR
SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND
CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE
MOTIONS IN ACCORDANCE WITH ASCE 7, EXCLUDING
CHAPTER 14 AND APPENDIX 11A.
ASCE 7 CONTRACTOR RESPONSIBILITY:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
CONSTRUCTION OF A SEISMIC-FORCE-RESISTING SYSTEM,
DESIGNATED SEISMIC SYSTEM, OR COMPONENT LISTED IN
THE QUALITY ASSURANCE PLAN AND SHALL SUBMIT A
WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY
TO THE AUTHORITY HAVING JURISDICTION AND TO THE
OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE
SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT
OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING:
A. ACKNOWLEDGMENT OF AWARENESS OF THE
SPECIAL REQUIREMENTS CONTAINED IN THE
QUALITY ASSURANCE PLAN;
B. ACKNOWLEDGMENT THAT CONTROL WILL BE
EXERCISED TO OBTAIN CONFORMANCE WITH
THE CONSTRUCTION DOCUMENTS APPROVED BY
THE AUTHORITY HAVING JURISDICTION;
C. PROCEDURES FOR EXERCISING CONTROL
WITHIN THE CONTRACTOR'S ORGANIZATION,
THE METHOD AND FREQUENCY OF
REPORTING AND THE DISTRIBUTION OF THE
REPORTS; AND
D. IDENTIFICATION AND QUALIFICATIONS OF THE
PERSON(S) EXERCISING SUCH CONTROL AND
THEIR POSITION(S) IN THE ORGANIZATION.
DIVISION 26 RESPONSIBILITIES:
A. HANGERS AND SEISMIC BRACING FOR
ELECTRICAL SYSTEMS SHALL BE DESIGNED
AND SPECIFIED BY DIVISION 26. DIVISION 26
SHALL REFER TO THE ELECTRICAL
DRAWINGS FOR LOCATIONS OF EQUIPMENT
AND ELECTRICAL SYSTEMS AS STRUCTURAL
DRAWINGS DO NOT SHOW THE LOCATIONS OF
ELECTRICAL EQUIPMENT, RACEWAYS, AND
OTHER COMPONENTS.
B. DIVISION 26 SHALL COORDINATE THE
SUPPORT SYSTEMS AND DESIGN LOADS FOR
HUNG RACEWAYS AND OTHER ELECTRICAL
SYSTEMS (INCLUDING COMBINED MULTIPLE
RACEWAY RUNS) WITH THE GENERAL
CONTRACTOR AND THE STEEL AND WOOD
JOIST MANUFACTURERS IN ADDITION TO
OTHER TRADES THAT MAY BE IMPACTED.
1201
seattle
206.448.3376
www. .hargis biz
,wa 98101
stethird avenue,600
P R E L I M I N A R Y
Client Project No.:
Date:
SSW Architects
Project No.:
1 0 /3 /2 0 2 2 9 :5 9 :1 4 A M
T0.02
ELECTRICAL
ABBREVIATIONS AND
GENERAL NOTES
Project Status
BUILDING J
FIRST
FLOOR
REMODEL
PHASE 1
9/30/2022
PIR PASSIVE INFRARED
PIV POST INDICATING VALVE
PNL PANEL
PP PATCH
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE
RCP REFLECTED CEILING PLAN
REC RECEPTACLE
REF REFER TO
REV REVISION
RM ROOM
RTRC REINFORCED THERMOSETTING RESIN CONDUIT
RU RACK UNIT
SHT SHEET
SLC SIGNALING LINE CIRCUIT
SM SINGLEMODE
SMFC SURFACE-MOUNTED OPTICAL FIBER CABINET
SMR SURFACE METAL RACEWAY
SONET SYNCHRONOUS OPTICAL NETWORK
SP SERVICE PROVIDER
SPD SURGE PROTECTIVE DEVICE
SPEC SPECIFICATIONS
SPST SINGLE POLE SINGLE THROW
ST SHUNT TRIP
STP SHIELDED TWISTED PAIR
SVGA SUPER VIDEO GRAPHICS ARRAY
SW SWITCH
SWBD SWITCHBOARD
TBB TELECOMMUNICATIONS BONDING BACKBONE
TEL TELEPHONE
TELCO TELEPHONE COMPANY
TGB TELECOMMUNICATIONS GROUNDING BUSBAR
TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION
TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR
TP TAMPERPROOF
TR TELECOMMUNICATIONS ROOM
TTB TELEPHONE TERMINAL BOARD
TV TELEVISION
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION
TYP TYPICAL
UG UNDERGROUND
UL UNDERWRITERS LABORATORIES
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
USB UNIVERSAL SERIAL BUS
UTP UNSHIELDED TWISTED PAIR
UV UNIT VENTILATOR
V VOLTS
VA VOLT AMPERES
VFD VARIABLE FREQUENCY DRIVE
W WASTE, WATT, WIDE, WATER
W/ WITH
W/O WITHOUT
WA WORKSTATION AREA
WAN WIDE AREA NETWORK
WG WIRE GUARD
WH WATT HOUR METER
WP WEATHERPROOF
XFMR TRANSFORMER
Y WYE
Z IMPEDANCE
GB GROUND FAULT CIRCUIT INTERRUPTER BREAKER
GF GROUND FAULT CIRCUIT INTERRUPTER
GFP GROUND FAULT PROTECTION
GND GROUND
GRS GALVANIZED RIGID STEEL
HC HORIZONTAL CROSS CONNECT
HID HIGH INTENSITY DISCHARGE
HP HORSEPOWER
HTR HEATER
Hz HERTZ
IBC INTERNATIONAL BUILDING CODE
IC INTERMEDIATE CROSS CONNECT
IDF INTERMEDIATE DISTRIBUTION FRAME
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC
ENGINEERS
IG ISOLATED GROUND
IMC INTERMEDIATE METALLIC CONDUIT
ISDN INTEGRATED SERVICES DIGITAL NETWORK
J JUNCTION
K KIRK KEY
KCMIL THOUSAND CIRCULAR MILS
kVA KILOVOLT AMPERE
KVAR KILOVOLT AMPERE REACTIVE
kW KILOWATT
LAN LOCAL AREA NETWORK
LCP LIGHTING CONTROL PANEL
LEC LOCAL EXCHANGE CARRIER
LT LIGHT
LTG LIGHTING
M METER
MAN METROPOLITAN AREA NETWORK
MAX MAXIMUM
MC MAIN CROSS CONNECT; METAL CLAD (CABLE)
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDF MAIN DISTRIBUTION FRAME
MDP MAIN DISTRIBUTION PANEL
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MLO MAIN LUGS ONLY
MM MULTIMODE
MPOE MAIN POINT OF ENTRY
MPOP MAIN POINT OF PRESENCE
MTD MOUNTED
MTS MANUAL TRANSFER SWITCH
MV MEDIUM VOLTAGE
(N) NEW
N NEUTRAL
NAC NOTIFICATION APPLIANCE CIRCUIT
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NF NON-FUSED
NIC NOT IN CONTRACT
NL NIGHT LIGHT
OFC OPTICAL FIBER CABLE
OHL OVERHEAD LINE
OL OVERLOAD
OS OCCUPANCY SENSOR
OSP OUTSIDE PLANT
P POLE
PBX PRIVATE BRANCH EXCHANGE
PF POWER FACTOR
PH PHASE
A AMPERE
AC AIR CONDITIONING; ALTERNATING CURRENT,
ABOVE COUNTER
AF AMP FUSE; AMP FRAME
AFC AVAILABLE FAULT CURRENT
AFF ABOVE FINISHED FLOOR
AG ABOVE GRADE
AHJ AUTHORITIES HAVING JURISDICTION
AHU AIR HANDLING UNIT
AIC AMPERE INTERRUPTING CAPACITY
AL ALUMINUM
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AS AMP SWITCH
AT AMP TRIP
ATM ASYNCHRONOUS TRANSFER MODE
ATS AUTOMATIC TRANSFER SWITCH
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BAS BUILDING AUTOMATION SYSTEM
BATT BATTERIES
BIL BASIC IMPULSE INSULATION LEVEL
BKBD BACKBOARD
BKR BREAKER
BLDG BUILDING
C CONDUIT; DEGREES CELCIUS
CAB CABINET
CAT CATEGORY
CATV COMMUNITY ANTENNA TELEVISION
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CLG CEILING
CM CEILING-MOUNTED
CO CONDUIT ONLY
COW COMPUTER ON WHEELS
CR CONTROLLED RECEPTACLE
CT CURRENT TRANSFORMER
CU COPPER
D DEDICATED
DDC DIRECT DIGITAL CONTROL
DEMARC DEMARCATION POINT
DISC DISCONNECT
DIST DISTRIBUTION
DSL DIGITAL SUBSCRIBER LINE
DWG DRAWING
(E) EXISTING
EA EACH
EF EXHAUST FAN
EIA ELECTRONIC INDUSTRIES ASSOCIATION
ELEV ELEVATION
EM EMERGENCY
EMT ELECTRICAL METALLIC TUBING
ENCL ENCLOSURE
EPM ELECTRONIC POWER METER
EPO EMERGENCY POWER OFF
EQUIP EQUIPMENT
ETR EXISTING TO REMAIN
EVCS ELECTRIC VEHICLE CHARGING STATION
EWC ELECTRIC WATER COOLER
F FUSES; DEGREES FAHRENHEIT
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FACP FIRE ALARM CONTROL PANEL
FBO FURNISHED BY OWNER
FOIC FURNISHED BY OWNER INSTALLED BY
CONTRACTOR
FOIO FURNISHED BY OWNER INSTALLED BY OWNER
FSD FIRE SMOKE DAMPER
G GROUND Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
TELECOMMUNICATIONS ROUGH-IN SCHEDULE
SYMBOL MOUNTING HEIGHT DEVICE NAME
OUTLET BOX CONDUIT MUD RING DETAIL NOTESQTY SIZE QTY SIZE TERM LOCATION
+18", UON CATEGORY 6A DEVICE 1 4-11/16" 1 1" ACCESSIBLE CLG SINGLE GANG -
+72", UON CATEGORY 6A DEVICE 1 4-11/16" 1 1" ACCESSIBLE CLG SINGLE GANG -
ABOVE CLG CATEGORY 6A WAP DEVICE 1 4-11/16" 1 1" ACCESSIBLE CLG SINGLE GANG 1
- SURFACE MOUNT FLOOR DEVICE - - - - SEE NOTE - 2,3
GENERAL NOTE:
1. MOUNTING HEIGHTS INDICATED ON THE SCHEDULE REFER TO CENTER OF BACK BOX.
NOTES:
1.PROVIDE ROUGH-IN (FLUSH) FOR HARD-LID AND (SURFACE MOUNT) IN OPEN TO STRUCTURE CEILINGS.
2. SURFACE MOUNT FLOOR DEVICES SHALL BE ROUTE UNDER CARPET IN RACEWAY TO THE NEAREST TELECOM ROOM OR AS INDICATED ON THE FLOOR PLANS.
3. SURFACE MOUNT FLOOR DEVICE ARE PROVIDED UNDER SECTION 260535, SEE SECTION 271100 FOR CONNECTIVITY.
AUDIO VISUAL ROUGH-IN SCHEDULE
SYMBOL MOUNTING HEIGHT DEVICE NAME
OUTLET BOX CONDUIT
MUD RING DETAIL NOTES
QTY SIZE QTY SIZE TERM LOCATION
+18", UON AV OUTLET 1 4-11/16" 1 1-1/4" ACCESSIBLE CLG SINGLE GANG -
+72" FLAT PANEL OUTLET 1 4-11/16" 1 1-1/4" ACCESSIBLE CLG SINGLE GANG -
+72" FLAT PANEL OUTLET 1
SPECIALTY BACK
BOX AT ENCLOSURE 1 1-1/4" ACCESSIBLE CLG - 1
GENERAL NOTE:
1. MOUNTING HEIGHTS INDICATED ON THE SCHEDULE REFER TO CENTER OF BACK BOX.
NOTES:
1. MOUNTING HEIGHT SHALL BE COORDINATED WITH OWNER.
2. CONDUITS FOR THE AV DEVICE SHALL TERMINATE IN THE ACCESSIBLE CEILING SPACE OF THE ROOM IN WHICH THE AV DEVICE RESIDES, UON.
INTRUSION DETECTION ROUGH-IN SCHEDULE
SYMBOL MOUNTING HEIGHT DEVICE NAME
OUTLET BOX CONDUIT MUD RING DETAIL NOTESQTY SIZE QTY SIZE TERM LOCATION
+96" PIR MOTION DETECTOR 1 4"S 1 3/4" ACCESSIBLE CLG SINGLE GANG -
GENERAL NOTE:
1. MOUNTING HEIGHTS INDICATED ON THE SCHEDULE REFER TO CENTER OF BACK BOX.
NOTES:
ACCESS CONTROL ROUGH-IN SCHEDULE
SYMBOL MOUNTING HEIGHT DEVICE NAME
OUTLET BOX CONDUIT MUD RING DETAIL NOTESQTY SIZE QTY SIZE TERM LOCATION
+44" CARD READER 1 4"S 1 3/4"
J-BOX ABOVE
ACCESSIBLE CLG SINGLE GANG 2
TOP OF FRAME DOOR POSITION SWITCH - SEE NOTE 1 3/4"
J-BOX ABOVE
ACCESSIBLE CLG - 1,3
- INTEGRAL MICRO REX - - - - - - 1
SEE NOTE ELECTRIFIED LOCKSET/ EXIT DEVICE VARIES MASONRY VARIES 3/4"
J-BOX ABOVE
ACCESSIBLE CLG SINGLE GANG 1,4
GENERAL NOTE:
1. MOUNTING HEIGHTS INDICATED ON THE SCHEDULE REFER TO CENTER OF BACK BOX.
NOTES:
1. COORDINATE REQUIREMENTS WITH SECURITY CONTRACTOR AND DOOR HARDWARE CONTRACTOR.
2. SINGLE GANG MASONRY BACK BOXES ARE ACCEPTABLE FOR EXTERIOR MOUNTED DEVICES.
3. WHERE DOOR FRAME IS FILLED, PROVIDE SINGLE GANG MASONRY BACK BOX AT TOP OF DOOR FRAME AT 4" ON CENTER FROM STRIKE SIDE OF DOOR.
4. PROVIDE SINGLE GANG MASONRY BACK BOX AT CENTER HINGE ON BOTH SIDES OR AT STRIKE.
WIRELESS ACCESS POINT SCHEDULE
RENTON TECHINCAL COLLEGE
SHEET
NUMBER
ROOM /
HALLWAY AP MODEL AP ANTENNA
TYPE
AP MOUNT
TYPE
AP
ENCLOSURE
MAC
ADDRESS
CABLE
PORT I.D.AP LABEL
T6.01
OFFICE SUITE
CORRIDOR
(WEST)
INTERNAL ACT CEILING
T6.01
OFFICE SUITE
CORRIDOR
(EAST)
INTERNAL ACT CEILING
T6.01 CLASSROOM
115 INTERNAL ACT CEILING
T6.01 CONFERENCE
120 INTERNAL ACT CEILING
GENERAL NOTES:
1. SEE SECTION 271100 AND DETAIL 3/T8.02 FOR ADDITIONAL INFORMATION.
ACCESS CONTROL SCHEDULE
ACCESS CONTROL DEVICES ARE PROVIDED BY DIVISION 28
DOOR NO. DEVICE TYPE SHEET NO. ROOM / AREA MOUNTING TYPE PRIMARY
READER
DOOR
DETAIL NO.
DOOR HARDWARE POWER SUPPLY
LOCATION (NOTE 1)NOTES POWER SUPPLY
INTRAGRAL REX
DEVICE
INTEGRATED
DOOR POSITION
SWITCH
AUTO OPERATOR
(NOTE 2)
115.1 CARD READER T6.01 CLASSROOM 115 WALL - - EXISTING IDF SPRINKLER VALVE 100L 1 X X -
117 CARD READER T6.01 CONFERENCE 120 WALL - - EXISTING IDF SPRINKLER VALVE 100L 1 X X -
NOTE 1: DOOR HARDWARE POWER SUPPLIES ARE PROVIDED BY DIVISION 28 AND INSTALLED BY DIVISION 26.
NOTE 2: COORDINATE INTEGRATION OF ADA OPERATOR WITH DIVISION 08 AND DIVISION 26.
S
S
CR
S
R
EL
F
AV
1
AV
F
AV
FWBCWAP
X
X
X
1201
seattle
206.448.3376
www. .hargis biz
,wa 98101
stethird avenue,600
P R E L I M I N A R Y
Client Project No.:
Date:
SSW Architects
Project No.:
1 0 /3 /2 0 2 2 9 :5 9 :1 4 A M
T0.03
TELECOM AND
LOW-VOLTAGE
ROUGH-IN SCHEDULES
Project Status
BUILDING J
FIRST
FLOOR
REMODEL
PHASE 1
9/30/2022
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
2FPDWBC
1
2
AV FPDWBC
1AV
2
233
33333332
WBC
1AV FPD23AV3
AV
1
SSSSSELELSSRRSSSELEL2
SEE SHEET T0.03 FOR BACK BOX AND CONDUIT ROUGH-IN
REQUIREMENTS.
COORDINATE DEVICE LOCATIONS AND HEIGHTS WITH
ARCHITECTURAL ELEVATION DRAWINGS.
PROVIDE J-HOOKS SPACED 4'-0" APART FOR LOW-VOLTAGE OPEN
CABLING PATHWAY. J-HOOKS SHALL BE SUPPORTED BY
DEDICATED HANGERS/ ROD FROM STRUCTURE AND/ OR WALLS.
PROVIDE SEPARATE J-HOOK PATHWAY FOR EACH LOW-VOLTAGE
SYSTEM.
LOW-VOLTAGE CONDUIT SLEEVES HAVE BEEN INDICATED FOR
MAIN PATHWAYS ONLY. PATHWAYS SHALL BE PROVIDED WHERE
CABLING PENETRATES A WALL RATED OR NOT. PROVIDE (3)1"C
SLEEVES AS A MINIMUM; (1) FOR TELECOM, SECURITY AND A
SPARE AT EACH LOCATION.
SHEET NOTES
FLAG NOTES
1.
2.
3.
4.
TELECOMMUNICATION CATEGORY 6A CABLING SOUTH
OF BOUNDRY LINE SHALL TERMINATE AT THE
CATEGORY 6A 49-PORT PATCH PANEL IN THE EXISTING
IDF WALL ENCLOSURE IN SPRINKLER VALVE ROOM 100L.
TELECOMMUNICATION CATEGORY 6A CABLING NORTH
OF BOUNDRY LINE SHALL TERMINATE AT THE
CATEGORY 6A 48-PORT PATCH PANEL AT THE EXISTING
2-POST FLOOR MOUNT EQUIPMENT RACK IN STORAGE
102B.
1
2
B
Office
110A
Office
110C
Office
110E
Office
110G
Office
110I
Office
110J
Office
110B
Office
110D
Office
110H
Kitchenette
110K
Office
110F
Classroom
115
120
Office Suite
110
Mech.
100C
Men's
100F
Women's
100G
Conference
100H
Office
100I
Classroom
100J
Cust.
100K
Sprinckler
Valve
Room
100L
Classroom
100N
Office
100O
Storage
100P
Boiler/Prop
Maint. Asst.
100Q
Elevator
100R
Lounge
110L
Lounge
110M
Elec
110N
Storage
113A
6 7 8 9 10 11 12
L
K
J
I
H
G
F
E
D
A
C
F F
WAP
WAP
WAP
F F
WAP
F F
1
T8.01
1
EXISTING
IDF
1
CAM
CR
CR
2 1
2 1
115.1 117
ALTERNATE BID ITEM #2ALTERNATE BID ITEM #1
1201
seattle
206.448.3376
www. .hargis biz
,wa 98101
stethird avenue,600
P R E L I M I N A R Y
Client Project No.:
Date:
SSW Architects
Project No.:
1 0 /3 /2 0 2 2 9 :5 9 :1 5 A M
T6.01
TELECOM FLOOR PLAN
LEVEL 1 - AREA B
Project Status
BUILDING J
FIRST
FLOOR
REMODEL
PHASE 1
9/30/2022
SCALE: 1/8" = 1'-0"T6.01
FIRST FLOOR -TELECOM FLOOR PLAN -LEVEL 1 -AREA B1
NOT IN SCOPE
KEY PLAN
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022
Classroom
RECEIVED
11/01/2022 striplett
BUILDING DIVISION B22005282_v2
C3K-XNM-10G NETWORKMODULE
G1 G2/TE1 G3 G4/TE2
C IS C OMODEC O NSOLE SYST XP S STAT SP EED D UP LXS-P OW ER M AST STAC K P oEEN
9
3331 32
7 8 19
43383634 35 37 4139 40 42
141210 11 13 1715 16 18
4644 45 47 48
2220 21 23 241 2 43 5 6
292725 26 28 30
9
3331 32
7 8 19
43383634 35 37 4139 40 42
141210 11 13 1715 16 18
4644 45 47 48
2220 21 23 241 2 43 5 6
292725 26 28 30
9
3331 32
7 8 19
43383634 35 37 4139 40 42
141210 11 13 1715 16 18
4644 45 47 48
2220 21 23 241 2 43 5 6
292725 26 28 30
9
3331 32
7 8 19
43383634 35 37 4139 40 42
141210 11 13 1715 16 18
4644 45 47 48
2220 21 23 241 2 43 5 6
292725 26 28 30
CIS COMODECO NSO LE SYST XPS STAT SPEED DUPLXS- POWER M AST STACK PoEEN CATALYST 2960
9
3331 32
7 8 19
43383634 35 37 4139 40 42
141210 11 13 1715 16 18
4644 45 47 48
2220 21 23 241 2 43 5 6
292725 26 28 30
SD
100L
EQUIPMENT PLAN
ENLARGED IDF FLOOR PLAN
SCALE: 1/4" = 1'-0"1
DETAIL - IDF RACK ELEVATION
SCALE: 1/4" = 1'-0"2
SPRINKLER
RISER
ROOM
RACK REQUIREMENTS
1. RACK ASSEMBLY SHALL INCLUDE BY NOT LIMITED TO ANCHOR
BOLTS, CLAMPS, RACKS AND MISC. INSTALLATION HARDWARE.
EQUIP EACH RACK AS SHOWN, AND AS DESCRIBED IN THE
SPECIFICATIONS. PROVIDE CABLE MANAGEMENT PANELS,
PATCH PANELS, ETC., UNLESS NOTED OTHERWISE.
2. GROUND EQUIPMENT TO NEAREST NEC RECOGNIZED
GROUNDING ELECTRODE SUBSYSTEM WITH A DEDICATED #6
AWG COPPER, STRANDED, GREEN GROUNDING CONDUCTOR.
3. ASSEMBLE EQUIPMENT RACKS SO RACK UNIT 1 IS NEAREST TO
THE FLOOR AND NUMBERS INCREASE VERTICALLY.
RACK COMPONENTS
NOT USED
NOT USED
NOT USED
NOT USED
CATEGORY 6A 48-PORT STATION PATCH PANEL
CATEGORY 6 48-PORT STATION PATCH PANEL
CATEGORY 5e 48 PORT VOICE PATCH PANEL
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
EXISTING CATEGORY 5e 48-PORT STATION PATCH PANEL
EXISTING ETHERNET NETWORK SWITCH
EXISTING 19-RU WALL MOUNT ENCLOSURE ON PLYWOOD BACK BOARD
FLOOR
NOT USED
NOT USED
NOT USED
EXISTING 1-RU HORIZONTAL CABLE MANAGEMENT PANEL
NOT USED
ACCESSIBLE CEILING
EXISTING 66-BLOCKS WITH MULIT-PAIR COPPER CROSS-CONNECT
EXISTING SURFACE
MOUNT FIBER CABINET
EXISTING SURFACE
MOUNT FIBER CABINET
EXISTING CATEGORY 5e 300 PAIR 110 BLOCK AND (6) SPLIT
D-RINGS, (3) PER SIDE
EXISTING 3/4" FIRE RETARDANT PLYWOOD BACKBOARD, MOUNT AT +6"AFF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
RACK-1
23
25
24
26
(TYP)
22
19
24
7
14
19
22
1201
seattle
206.448.3376
www. .hargis biz
,wa 98101
stethird avenue,600
P R E L I M I N A R Y
Client Project No.:
Date:
SSW Architects
Project No.:
1 0 /3 /2 0 2 2 9 :5 9 :1 5 A M
T8.01
TELECOM DETAILS
Project Status
BUILDING J
FIRST
FLOOR
REMODEL
PHASE 1
9/30/2022
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
WBC
AV
F
WAP2
321
SCALE: NONE SCALE: NONE45 SCALE: NONE6
SCALE: NONE SCALE: NONE
DETAIL - ORGANIZATION, ICON AND LABELING DETAIL
SCALE: NONE
DETAIL - TELECOMMUNICATIONS OUTLET1 2
3 ACCESS POINT AND CAMERA OUTLET
DETAIL - ACCESSIBLE CEILING WIRELESS
CONNECTIVITY LABELING
DETAIL - COPPER AND OPTICAL FIBER
DETAIL - UNIVERSAL PUNCHDOWN DETAIL - WALL BOX - INSTALLATION
WAP - IDF-1-02-04, 05
MDF-1-02-04, 05
NOTE
1. CONDUIT SHALL BE CONTINUOUS
FROM BACK BOX TO ACCESSIBLE
CEILING SPACE OR AS INDICATED ON
PLANS.
2. NOT ALL PARTS SHOWN. CONTRACTOR
SHALL ENSURE A COMPLETE WORKING
INSTALLATION INCLUDING
MISCELLANEOUS APPURTENANCES.
654321
26 27 28 29 30
654321
25
MDF-11-01,02
MDF-11-01-01
MDF-11-01,02-03
MDF-11-01-01 MDF-11-01-01
DRAWING SYMBOLDRAWING SYMBOLDRAWING SYMBOL
DATA ICON
"BLUE"
MDF/IDF DESIGNATION
RACK DESIGNATION
PORT DESIGNATION
PATCH PANEL DESIGNATION
DATA ICON
"BLUE" (TYP)
CATEGORY 6A 8P8C
MODULAR JACK (TYP)
2-PORT SURFACE
MOUNT BOX
SERVICE LOOP AND
SURFACE MOUNT BOX
SHALL BE SUPPORTED
ABOVE AND OFF THE
CEILING
J-HOOK SHALL BE SUPPORTED
VIA DEDICATED STRINGER OR
THREADED ROD ATTACHED TO
STRUCTURE
MDF/IDF DESIGNATION
RACK DESIGNATION
PORT DESIGNATION
PATCH PANEL DESIGNATION
MDF/IDF DESIGNATION
RACK DESIGNATION
PORT DESIGNATION
PATCH PANEL DESIGNATION
CATEGORY 6A 8P8C MODULAR
JACK. PROVIDE BLANKS TO FILL
SPARE SPACES
CONDUIT ELBOW, MINIMUM
RADIUS PER SPECIFICATIONS
EXTEND CONDUIT TO
ACCESSIBLE CEILING SPACE
CATEGORY 6A CABLING TO
TELECOMMUNICATIONS ROOM
PLASTIC BUSHING
BACK BOX AND MUD RING, SEE
ROUGH-IN SCHEDULE FOR REQUIREMENTS
DATA ICON
"BLUE" (TYP)
BOTTOM OF CEILING GRID
CABEL ID
DRAWING SYMBOL
10'-0" SERVICE LOOP
SUPPORTED VIA J-HOOK
CABEL ID
CATEGORY 6A, RJ45,
8P8C, MODULAR JACK
CATEGORY 6A, RJ45, 8P8C,
MODULAR JACK (TYP)CATEGORY 6A, RJ45, 8P8C,
MODULAR JACK (TYP)
4 PORT, LOW-PROFILE
FACEPLATE
4 PORT, LOW-PROFILE
FACEPLATE
4 PORT, LOW-PROFILE
FACEPLATE
4 PORT, LOW-PROFILE
FACEPLATE
NOTE:
1. IF ADAPTER PLATES DO NOT HAVE LOCATION FOR DESIGNATION STRIP,
PROVIDE LABELS ON TRAY IN FRONT OF ADAPTER PLATE. PROVIDE
LABELS ON SEE-THROUGH COVER. LABELS ON FRONT COVER SHALL
BE CLEAR WITH WHITE LETTERING.
RACK MOUNT FIBER
ENCLOSURE
BLACK PLASTIC ENGRAVED LABEL WITH
WHITE LETTERING (TYP)
COPPER VOICE PATCH PANEL
COPPER PATCH PANEL
110 TERMINATION
PROTECTION COVER
SUPPLIED WITH PANEL
MAINTAIN TIGHT PAIR TWIST
UP TO POINT OF
TERMINATION (TYP EACH PAIR)
MAXIMUM LENGTH OF
CONDUCTOR PAIR EXPOSED
BEYOND CABLE JACKET NOT
TO EXCEED 1/2" (TYP)
PATCH PANEL 110
CONNECTOR STRIP
CENTER CABLE ON 110
TERMINALS (TYP)
PATCH PANEL
BEND RADIUS MINIMUM 4
TIMES OUTSIDE CABLE
DIAMETER
CABLE BEND RADIUS
SUPPORT BAR SUPPLIED
WITH PANEL
VELCRO STRAPS
DRAWING SYMBOL
(2) STUD BRACKET
STUD MOUNTING
HARDWARE (TYP)CABLING ENTRY BOX WITH 1"C
FOR CATEGORY 6A DEVICE
COVER CENTER SECTION
COVER PLATE MOUNTING HOLES
FOR 1/2" DRYWALL
DIRECT-TO-STUD
MOUNTING HOLES
MOUNTING HOLES
FOR 5/8" DRYWALL
STUD FRAMING
ELECTRICAL OUTLET
BOX, SEE ELECTRICAL
FOR REQUIREMENTS
CABLING ENTRY BOX
WITH 1-1/4"C
CATEGORY 6A HORIZONTAL CABLING
TO TELECOMMUNICATIONS ROOM
STRANDS 1-6 TO IDF-1A
STRANDS 7-12 TO IDF-1A
PP-1VPP-1RMFC-11201
seattle
206.448.3376
www. .hargis biz
,wa 98101
stethird avenue,600
P R E L I M I N A R Y
Client Project No.:
Date:
SSW Architects
Project No.:
1 0 /3 /2 0 2 2 9 :5 9 :1 5 A M
T8.02
TELECOM DETAILS
Project Status
BUILDING J
FIRST
FLOOR
REMODEL
PHASE 1
9/30/2022
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION
CVP
S2 4 4 444424222SS 22SSSVP
444426 444 4444C2 S22222VP
1 SC4 4 4422
66666VP
SHEET NOTES
FLAG NOTES
1.
2.
3.
4.
REMOVE, SALVAGE AND RETURN (E) CLOCK TO THE OWNER.
REMOVE, SALVAGE AND RETURN (E) CEILING PROJECTOR AND MOUNT
TO THE OWNER.
1
2
TELECOM AND SECURITY ITEMS SHOWN ARE DIAGRAMMATIC
BASED ON AVAILABLE RECORD DRAWINGS AND SITE WALKS
DURING THE DESIGN PERIOD. NOT ALL SYSTEM COMPONENTS ARE
SHOWN. FIELD VERIFY DEVICE LOCATIONS AND QUANTITIES PRIOR
TO COMMENCING WORK.
REMOVE UNUSED SURFACE RACEWAY, BOXES AND CABLING.
PROVIDE BLANK COVERS FOR UNUSED RECESSED BOXES TO
REMAIN. REFER TO SPECIFICATIONS SECTION 271100 FOR
ADDITIONAL INFORMATION.
CABLING AND CONNECTIVITY SHALL BE REMOVED IN ITS ENTIRETY
FROM THE WORKSTATION BACK TO THE MDF/IDF PATCH PANEL,
UON.
PATCHING AND PAINTING TO MATCH EXISTING CONDITIONS SHALL
BE PROVIDED BY DIVISION 09 CONTRACTOR.
6 7 8 9 10 11 12
L
K
J
I
H
G
F
E
D
A
C
D-43
D-44
D-03
D-04
D-05
D-06
EXISTING
RACEWAY
D-11
D-12
D-13
D-14
D-15
D-16
D-17
D-18
D-19
D-20
D-21
D-22
D-23
D-24
D-25
D-26
D-31
D-32
D-33
D-34
D-01
D-02
D-27
D-28
D-29
D-30
D-39
D-40
107-A
107-B
23
24
S
EXISTING
RACEWAY
D-41
D-42 5765
5712
S
EXISTING
VIDEO SCREEN
EXISTING
TELECOM
ENCLOSURE
100-5,6,7,8
9,10,
11,12
100-9,10,11,12
13,14,
15,16
B-1
B-2
17,18,
19,20
100-11,12,13,14
100-15,16,
17,18,21,227,8
100-19,100-20
100-21,B-3
5,6
100-22,100-23
100-24, B-4
3,4
100-25,100-26
100-27, B-5
5,6
100-22,100-23
100-24, B-4
D-37, D-38
100-1,2
EXISTING VIDEO
PROJECTOR
26A
26B
27A
27B
28A
28B
29A
29B
30A
30B
31A
31B
115F
24A
24B
021A,021B
022A,022B
023A,023B
015A,015B
016A,016B
017A,017B
012A,012B
013A,013B
014A,014B
009A,009B
010A,010B
011A,011B
018A,018B
019A,019B
020A,020B
007A,007B
008A,008B
005A,005B
006A,006B
003A,003B
004A,004B
001A,001B
002A,002B
T8.01
1
EXISTING IDF
ROBOTICS LAB
110
OFFICE
111A
COMPUTER SCIENCE
111
MECH.
100B
ELEV.
MEN'S
100C
WOMEN'S
100D
CONFERENCE
112
OFFICE
114A
OFFICE
112B
STORAGE
112A
BUSINESS OFFICE
114
STORAGE
113A
PROPERTY MAINTENANCE
115
OFFICE
115A
BOILER/ PROP.
MAINT. ASST.
113
ELEC.
100G
NURSING
117
SPRINKLER
VALVE ROOM
116
ESL
118
CUST.
100E
MENS
MECH.
100B
100C
100D
2
2
2
2
1
EXISTING
SURFACE MOUNT
FIBER CABINET
1
1
ALTERNATE BID ITEM #2ALTERNATE BID ITEM #1
B
1201
seattle
206.448.3376
www. .hargis biz
,wa 98101
stethird avenue,600
P R E L I M I N A R Y
Client Project No.:
Date:
SSW Architects
Project No.:
1 0 /3 /2 0 2 2 9 :5 9 :1 6 A M
TD6.01
TELECOM DEMO PLAN
LEVEL 1 - AREA B
Project Status
BUILDING J
FIRST
FLOOR
REMODEL
PHASE 1
9/30/2022
SCALE: 1/8" = 1'-0"TD6.01
FIRST FLOOR -TELECOM DEMO PLAN -LEVEL 1 -AREA B1
NOT IN SCOPE
KEY PLAN
Permit Set
Client Project No:2022-511 G (1-1)
Construction
DocumentsPermit Set
10/04/2022 B22005282_V1RECEIVED
10/05/2022 striplett
BUILDING DIVISION